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-         -30.18  (meters)                     GEOID99
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 GEOID99.
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LW0691                          SUPERSEDED SURVEY CONTROL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     -        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Superseded values are not recommended for survey control.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LW0691.See file dsdata.txt to determine how the superseded data were derived.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_MARKER: DD = SURVEY DISK
LW0691_SETTING: 7 = 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
LW0691  HISTORY     - Date     Condition        Recov. By
LW0691  HISTORY     - UNK      MONUMENTED       RIBPR
LW0691  HISTORY     - 1969     GOOD             NGS
LW0691  HISTORY     - 1989     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.