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OFFICE <br /> BUILDING <br /> ASPHALT <br /> SURFACE <br /> , <br /> 14' deep <br /> �—Excavation <br /> HP-1 <br />' ND(1 2'� - ;% ;;%%/ /may,% ND(1 4') <br /> 3B <br /> 50(14') 7 1 15' 5 8 20') <br /> 6 1 �25'�, 4 530') <br /> 1 1 (45') ND(20') <br /> 10 12(27') <br /> 56-1 <br /> /f.I Lf d.t-LSH- 1 <br /> SHOP BUILDINGr%% /� %%''"' 20-27' deep <br /> Excavation <br /> SB--2 <br /> p .--------------' 2 1 25' 6 6�3 0' <br /> WATER 10(45') <br /> SUPPLY _r; <br /> WELL <br /> U; <br /> U <br /> La <br /> , <br /> i <br /> LEGEND <br /> HP-1 • Soil Boring and Hydropunch Sample <br /> 1B 0 Excavation Sample <br /> 170(18') TPHe Concentration (mg/Kg), SCALE (feet) b <br /> Depth of Sample in Parentheses o zo 0 <br /> S13-1 Soil Boring <br /> to <br /> a) <br /> m <br /> m <br /> v <br /> �1p TPHe Concentration Contour <br /> FIGURE 6 <br /> REMAINING TPHe SOIL CONTAMINATION, TANKS 1-3 <br /> ' SAN JOAQUIN COUNTY MVCD, STOCKTON, CA <br />