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1 <br /> Asphalt <br /> N Composition <br /> 4 <br /> Concrete <br /> Former dispensers pad <br /> Concrete fueling <br /> truck pad <br /> pu ps B ter poles <br /> �— .^ r — _ — — � <br /> Storm ° 2 existing <br /> —_____ —I <br /> drain — — � 20,000-gallon <br /> a partially buried <br /> Former — — — — — — — USTs (JP-4) <br /> 5,000-gallon o <br />' USTs <br /> (aviation <br /> gasoline Fill np <br /> rand JP-4) 0000 <br /> Concrete <br /> Pad Existing <br /> 15,000-gallon <br /> UST (JP-4) <br /> Reference Wallace-Kuhl, and Associates, Inc <br />' ScaIe feet <br /> Site Layout Figure 2 <br /> 0 10 20 <br /> Stockton Army Aviation Support Facility <br /> ILP,ojectNo 3372-001 Stockton, California Versar, Inc. <br />