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- —Q <br /> -- l <br /> � I <br /> N A V Y DRIVE Culvert <br /> VICINITY MAP <br /> l <br /> Slope _ S-2 <br /> I�JS-3 <br /> OMW-2 MW-1 <br /> � � i street I <br /> PW-4 <br /> PW-3 I Washington <br /> 1 Project <br /> N I Location <br /> m <br /> o Property Drainage Ditch <br /> N 0 30 60 Navy Drive <br /> Approximate Scale in Feet <br /> ° <br /> a <br /> > c cne tel <br /> Roadside 1 �� <br /> Drainage Ditch 11 4 <br /> PW-2 <br /> 9 S-1 o <br /> No Scale <br /> LEGEND <br /> N IWI / <br /> I <br /> , 3 <br /> 9 UJ MW-2 <br /> ' PW-1 Monitor Well number and location <br /> PW-2 <br /> � W <br /> AC Paved. S-1 a Soil sample approximate location <br /> FenceStoragAbandoned Monitoring Well number and location <br /> Yard S 4 MW-1 <br /> iI <br /> MW-3 AC Paved Parking Lot <br /> I <br /> BMp <br /> FIGURE <br /> Reference:Undated, untitled portion of plan provided Applied Geotechnology Inc. Site Plan <br /> by Donn Corporation Geotechnical Engineering <br /> vertical Datum:Temporary Benchmark It .teal spike Geology& Hydrogeology 1433 Tillie Lewis Drive <br /> In ground beside utility pole on SE corner of site. Stockton, California <br /> ■uumeo elevation loo tut. Actual elevation <br /> approximately 10=5 feet above mean sea level. JOB NUMBER DRAWN APPROVED DATE REVISED DATE <br /> 14,937.039 MCT 7 Jul. 90 <br />