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Asphalt <br /> concrete DI-3/NO <br /> I Gement <br /> ij <br /> Former concrete <br /> dispensers pod <br /> I 'O DI-2 Depth JP4 Cement concrete <br /> 1fft;, NO (feet) (mg/Kg) fueling truck pad <br /> ���� 5 — No <br /> 1 . 6' No <br /> p -10900 <br /> 20 8670 <br /> 25 — 6900 <br /> 30 — 7330 <br /> MW2& MW3® as - ro <br /> NO 45 — NO <br /> B2 P <br /> rn <br /> 01-1 '4 <br /> B4- <br /> r7 <br /> 4 Yellow <br /> A NO po{es <br /> Bps B3 Pumps ZT <br /> B1 r--- --- —� 00 O Cr <br /> NO 1 1 <br /> Storm -- <br /> Drain I <br /> Farmer -_-_- -----_l <br /> 5 000-gallon < 2 existmg <br /> f underground 20 000 gallon <br /> tanks partially buried <br /> N0 VMWI 0 �- —3 tanks (JP4) <br /> Approximate <br /> former B E— —� > <br /> r limits of r---------_-I <br /> 11{ excavation I Fill Pump 0 1 <br /> IQ000 O I <br /> L------------ <br /> IL 4 H <br /> Cement Exisbrig <br /> concrete 15 000 gallon <br /> underground <br /> tank (JP4) <br /> KEY NOTES <br /> = Soil Boring-Wallace Kuhl & Associates 1 Well and boring locot=ons <br /> � = Ground Water Monitoring Well- <br /> are approximate <br /> Wallace Kuhl & Associates 2 Site plan adapted from <br /> P2t field drawing and West & <br /> Angle Boring by Golden West Environmental Hansen Engineers, Inc <br /> A—A' = Geologic Cross-section Site Plan datea 2/92 <br /> No = JP4 not detected in any of the samples <br /> collected from boring <br /> 0 5 10 15 20 <br /> Scale In Feet <br /> SITE PLAN WKA NO 2086 05 <br /> l 2000 STIMSON ROAD DATE 3/93 <br /> WALLACE • KUHL & ASSOCIATES, INC <br /> GEOTECHNICAL HNOINEERINO Stockton, Cchforn,cs PLATE NO 3 <br /> IGEOLOGIC K ENVIRONMENTAL SERVICES <br />