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OFFICE <br /> BUILDING <br /> ASPHALT t <br /> SURFACE <br /> ✓ii <br /> CONCREVE <br /> HP-1 j <br /> ND(8' 10 / <br /> ND(1 fl i <br /> i <br /> --- - - - ; <br /> ----------------------------------------------- -- ----- ---- --- - --- ---- - - - - ------- - ----------------------------- <br /> 36 <br /> 50(14') 71 15' 5 8 20' <br /> 6.1 �25'�, 4 5(30' <br /> 11 (45') 5500(NI) <br /> ND(20') <br /> SB--1 �� 12(27') <br /> 1B -1 0 -- ; <br /> SHOP BUILDING 170(18') #1 1A 5') <br /> 213 <br /> 770 13' 381 2 a 2A <br /> - s <br /> ND(1 6') <br /> I <br /> SB-2 <br />' 0 ------------I 2 1 25' 6 6 30 <br /> ' <br /> WATER 10(45') <br /> SUPPLY <br /> WELL <br /> a_ <br /> U ' <br /> LEGEND S� <br /> HP-1 • Soil Boring and Hydropunch Sample <br /> 113 39 Excavation Sample <br /> 170(18') TPHe Concentration (mg/Kg), SCALE (feet) a <br /> Depth of Sample in Parentheses o 20 <br /> Q <br /> SB-1 Soil Boring 10 <br /> ccm <br /> ~70\ TPHe Concentration Contour <br /> FIGURE 5 <br /> INITIAL TPHe SOIL CONTAMINATION, TANKS 1-3 <br />' SAN JOAQUIN COUNTY MVCD, STOCKTON, CA <br />