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MW-3 <br />PIT <br />MW-4 <br />GW-9 <br />0 <br />4 <br />POLE <br />GW-1 <br />0 <br />E. 8TH ST. <br />(i) 7,500 GW-6 —A Tank #5---7 <br />0 <br />L-A r B-13 (....•-) <br />r•*-- MW-6 B-1 411)- <br />1,000 <br />Tank #2 <br />(-- <br />550 _.........----.--- <br />Tank #1 B-4 • <br />B-11 <br />3,000 <br />Tank #4 <br />1,000 <br />Tank #3 <br />13-2 <br />GW-7 <br />0 <br />B5/MW-1 <br />sy-METAL POST <br />C4UTILITY POLE <br />UTILITY POLE <br />MW-5 <br />GW-8 <br />TRAFFIC SIGNAL 0 <br />LEGEND <br />B-1 AGE ADVANCED BORING LOCATIONS • <br />B-1 0 APPROXIMATE PROPOSED SOIL BORING LOCATIONS • <br />MW-6 <br />-fi). SHALLOW MONITORING WELL LOCATION (25-45 FEET BSG) <br />B5/MW-1 <br />DEEP MONITORING WELL LOCATION (90-95 FEET BSG) <br />M.W41;11 PROPOSED DEEP MONITORING WELL LOCATION (90-95 FEET BSG) <br />GW-8 <br />0 APPROXIMATE LOCATIONS OF ROKEN ENGINEERING BORINGS (JUNE AND JULY 2008) <br />(;) APPROXIMATE LOCATION OF UNDERGROUND STORAGE TANKS <br />SITE PLAN <br />SCALE MCBILLIN REAL ESTATE INVESTMENT <br />0 40 80 2154 SOUTH EL DORADO STREET <br />FEET STOCKTON, CALIFORNIA <br />PROJECT NO. AGE 11-1847 <br />DATE APRIL 2015 <br />Advanced <br />GeoEnvironmental, Inc. <br />www.advgeoenv.com <br />FILE: SP <br />DRAWN BY MAC <br />FIGURE <br />2