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I <br /> II <br /> N A V Y D R I V E I I i Culvert <br /> VICINITY MAP <br /> II <br /> gtraot <br /> PW-3 I Wasnin9ton <br /> PW-4 88.66 �--� <br /> 87.61 61b i Project <br /> N L <br /> 1 \/ <br /> Property Drainage Ditch i <br /> 0 30 60 Navy Drive <br /> Approximate Scale in Feet ` :e Nav <br /> C�o"at <br /> $ Roadside I \• -� <br /> Drainage Ditch w 4 i r- <br /> / <br /> PW-2 <br /> 88.85& a9 5 0 'Maisn:° m <br /> I `\ <br /> / No Scale <br /> N LEGEND <br /> PW-11 I 3 <br /> i 90.47& w <br /> / J PW-2 <br /> 88.85 Monitor Well number and location <br /> /' 05 W and water level elevation on <br /> 9 MW-3 June 14, 1990 <br /> AC Paved. Existing BuildingZ <br /> 90.57 <br /> Fenced t <br /> Storage — <br /> Yard / / —89— Water level contour, interval <br /> .. / / / equals 0.5 feet <br /> MW-3 AC Paved Parking Lot <br /> - BMS <br /> . I i <br /> FIGURE <br /> aslorence:undateo. untitlso portion of plan provided Applied Geotechnology Inc. Potentiometric Surface Map <br /> py Donn Corporation Geotechnical Engineering <br /> von-cai Datum: Temporary Soncnmsrk is steel spike Geology&Hydrogeology 1433 Tillie Lewis Drive <br /> 3 <br /> In ground basica utility pole on SE corner of alto. Stockton, California <br /> assumed elevation 100 test. Actual elevation <br /> approximately to =S feet above mean sea level. JOB NUMBER DRAWN APPROVED DATE REVISED DATE <br /> 14,937.039 MCT �K� 7 Jul. 90 <br />