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Asphalt <br /> concrete DI-3 Ground Water Flow Direction <br /> = 0 001 ft/ft <br /> W I <br /> Cement <br /> Former concrete <br /> dispensers pad <br />' �j1f7/�V DI-2 Cement concrete <br /> ` r Y fueling truck pad <br /> Mw3 <br /> �.�. <br /> Estimated Exte <br /> of Hydrocarbon 152 <br /> P3, )K24 f <br /> (T 1 Y ellow <br /> B <br /> poles <br /> r <br /> � B3 ! Pumps <br /> s <br /> HB-1 \� _2 WB-3 ¢ <br /> Storm <br /> Drain <br /> — .... E— <br /> t _ _t : <br /> Former 7 <br /> 5,000-9011tH - �,� F— F_ 2 existing <br /> undergrou r d 313 20 000 gallon <br /> tanks part�aliy buried <br /> �— —� F— —� tanks (JP4) <br /> Approx mate <br /> former <br />' Irmits of r' <br /> --'---------- <br /> excovation I Fill Pump <br /> 0000 0 <br /> I I F > dE � <br /> Ll <br /> Cement Existing <br />' concrete 15 000 gallon <br /> underground <br /> tank (JP4) /7 r <br /> NOTES <br />' <br /> KEY <br /> • = Soil Boring-Wallace Kuhl & Associates 1 Well and Doring locations F' <br /> e9 = Ground Water Monitoring We0- are approximate <br /> Waflace Kuhl & Associates 2 Site plan adopted from <br />' field drawing and West & <br /> 20 = Excavation sample by Blaine Tech Services Hansen Engineers Inc <br />' F$-1 A = Boring by Delta Environmental Site Plan dated 2/92 <br /> Plt = Boring by Golden West Environmental- <br /> Arrow indicates direction of engle bor.ng <br /> 0 5 10 15 20 <br /> Scale in feet <br /> COMPREHENSIVE SITE PLAN WKA NO 2086 05 <br /> 2000 STIMSON ROAD DATE 3/93 <br /> WALLACE I KUHL & ASSOCIATES, INC <br /> GEOTECHNICAL ENGINEERING Stockton, California PLATE NO 4 <br />' GEOLOGIC & ENVIRONMENTAL SERVICES <br />