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SUPERSEDED SURVEY CONTROL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(
)41
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(
)42
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Superseded values are not recommended for survey control.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LW0254.See file dsdata.txt to determine how the superseded data were derived.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 - June 01, 1989
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
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.
1
National Geodetic Survey, Retrieval Date = DECEMBER 15, 2005
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 CORR2.63 (seconds)
DEFLEC99
LW5563 ELLIP HEIGHT50.65 (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;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(
)41
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(
)42
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.
Aerial Photography
Land Surveying / GPS Surveys
Planimetric/Topographic Mapping & Digital Orthophotography
Office Locations:
Charlton, Massachusetts
Nashua, New Hampshire
Danbury, Connecticut
Middlefield, Connecticut
Albany, New York
Briarcliff Manor, New York
New York City, New York
Princeton, New Jersey
Philadelphia, Pennsylvania
Mooresville, North Carolina
Cary, North Carolina
Fort Mill, South Carolina
GIS / Application Development