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OFFICE <br />BUILDING <br />ASPHALT <br />SURFACE <br />CONCRE'TE <br />HP -1 • <br />ND(8' <br />ND(l fl <br />3A <br />C- <br />ND(I 4 1) <br />3B -//;f <br />50(14') 4 <br />7.1 (115'), 5.8 20 <br />6.1(25'), 4-5� 30') <br />11 (45') <br />5500(NI) <br />70\ ND(20') <br />58-1 12(27') <br />1A <br />1 P <br />SHOP BUILDING 170(18P #1 ND(1 3.5') <br />2B <br />770(13') 2A <br />N <br />S8-2 <br />2.3(15'), 2.8 20' <br />0 <br />1 <br />21(25'), 6.600'� <br />WATER <br />SUPPLY <br />WELL <br />v , <br />li <br />Lj-j': <br />; <br />ix <br />SSI <br />LEGEND <br />HP -1 0 Soil Boring and Hydropunch Sample <br />Ai <br />113 0 Excavation Sample <br />170(18') TPHe Concentration <br />(mg/Kg). <br />SCALE (feet) <br />Depth of Sample in <br />Parentheses <br />0 20 <br />SB -1 Soil Boring <br />10 <br />.-70 TPHe Concentration <br />Contour <br />FIGURE 5 <br />INITIAL TPHe SOIL CONTAMINATION, THINKS 1-3 <br />SAN JOAQUIN COUNTY MVCD, STOCKTON, CA <br />