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CHARTER WAY <br /> Drainage pitch KEY <br /> Asphalt � <br /> ELEV 2215' = Soil Boring Location <br /> G W eiev <br /> -az�5 Soil = 30° Angle Boring <br /> MW1 Stockpile location <br /> Soil ��� y + = Location of sample <br /> Stockpile Barbed Wire ��-_�` EX11-44 <br /> Fence '� tY J = 36' deep excavation <br /> I <br /> Vacant ® = 44' deep excavation <br /> rl`� Excavate 1\ Building = Ground water <br /> B ��_\ EX11-44 \ +�� ovations nitoring well <br /> j �1 Concrete <br /> Estimated extent of <br /> soil contamination <br /> Shed — --4940= Ground water <br /> \ contour lines <br /> Portabl\ <br /> Pea Gravel \F� g 9 2 Fence \ NOTES <br /> ile <br /> Stock �o \ <br /> � p 1 Site pian adopted from <br /> S MW2�\ plan provided by SEMCO <br /> 9 &GW le�8 <br /> 'Po G Q22ev\ � Well 2 Monitoring wells surveyed <br /> Aspha so <br /> p by Robert E Young Engineers <br /> A� ~�, �,� <br /> 'Po Soil <br /> 00 Stocl<p116'� <br /> I ELEV 2102 <br /> G W eiev <br /> � -4$8$ <br /> Gate <br /> MW3 <br /> Drainage Ditch <br /> T J LEARNED AVENUE 0 10 20 30 44 <br /> Scale $a FCC[ <br /> GROUND WATER FLOW DIRECTION WKA NO 2307 02 <br /> DRAWN BY HLA <br /> 1444 MARIPOSA ROAD DATE 12/93 <br /> WALLACE • KUHL do ASSOCIATES, INC CHECKED BY KMB <br /> OHOTECHNICAL ENGINEERING Stockton, Coiifornia PLATE NO 5 <br /> GEOLOGIC a ENVIRONMENTAL SERVICES} <br /> 1 � , <br />