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D3 <br /> Asphalt concrete Groundwater Gradient=0 001 foot/foot <br /> N <br /> Cement <br /> concrete <br /> pad <br /> Former dispensers <br /> D2 Cement concrete <br /> (t) <br /> W2 MW3 <br /> fueling truck pad <br /> 0 Q5 <br /> B2 <br /> Angle Boring P3 ({ 1 <br /> P N 114 <br /> BS Dl _ I9 <br /> 5Pumps Yellow poles <br /> HB-1 HB-2 HB-3 <br /> NIW N l9 B3 <br /> Bl1 _ _ _ _ � 1 ^, 1.-.4 <br /> 4 <br /> Storm I 5 ° 2 existing <br /> dram _ _ _ L — _ _I 20,000 gallon <br /> — — — — — — — 1 partially buried <br />' I _ _ _ _ _ _ _I ° USTs (JP-4) <br /> Former E 2 3 <br /> 5,000 gallon MW 1 <br /> USTs 0 ° <br /> Fill Pump QJn <br /> 0000 O <br /> k X\ <br /> Cement <br /> concrete Existing <br /> 15,000 gallon <br /> UST (JP-4) Legend <br /> Proposed Borehole Location <br /> Previous Borehole Location <br /> Excavation Soil Sample Location <br /> Reference Wallace-Kuhl,and Associates,Inc <br /> Monitoring Well <br /> Scale (feet) <br /> Proposed Borehole Location Map Figure 4 <br /> 0 10 20 <br /> Project No 3047-001 Stockton Army Aviation Support Facility verSar, Inc. <br /> Stockton, California <br />