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-         -30.26  (meters)                     GEOID99
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 GEOID99.
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LW1023                          SUPERSEDED SURVEY CONTROL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     -        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Superseded values are not recommended for survey control.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LW1023.See file dsdata.txt to determine how the superseded data were derived.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_MARKER: DD = SURVEY DISK
LW1023_SETTING: 7 = 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        Recov. 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
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.