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1 <br /> D3 Cement <br /> concrete <br /> Asphalt concrete pad <br /> N <br /> 1 <br />' Former dispensers <br /> D2 <br /> Cement concrete <br /> fueling truck pad <br /> 1 Mw2 <br /> � nrtw3 <br />' BZ <br /> Angle Boring % S >� Ba <br /> Pi B, P2� D1 HB-1 Cis-? HB-3 5 <br />' % Pumps Yellow poles <br /> Q <br /> ■ % 5oB3 <br /> — a <br /> B I % 0 0 d -"0 a– 6 <br /> Storm — — 0 2 existing <br />' drain =_=i_.� — 20,000 gallon <br /> — f o partially burred <br /> — — — _.._ _. — —� USTs (JP-4) <br /> Former 1m2 <br /> 5,000 gallon <br /> USTs � o <br /> 1 <br /> Fill Pump <br /> 000() O <br /> 1 <br /> 1 Cement <br /> concrete Existing <br />' 15,000 gallon <br /> UST (JP-4) <br /> Legend <br />' % Previous Borehole Location <br /> Excavation Soil Sample Location <br />' Reference Wallace, Kuhl, and Associates, Inc Monitoring Well <br /> Scale (feet) Site Layout <br /> Figure 2 <br /> 0 10 20 <br />' Project No 3372-0fl1 Stockton Army Aviation Support Facility VErS Inc. <br /> California <br />' g2a cvs 9113196 <br />