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O <br /> I- O <br /> O � <br /> 7 r <br /> W In <br /> O <br /> d <br /> w F <br /> F U <br /> 2 Id <br /> W <br /> U O <br /> 9 <br /> 6.5' <br /> SURFACE <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> I I <br /> EXTENT OF SOIL CONTAMINATION <br /> I <br /> AT 20' bgs <br /> I ------ 22.7' bgs <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> EXTENT OF SOIL CONTAMINATION <br /> AT 31' bgs <br /> ------ 39.7' bgs <br /> O <br /> 51' bgs <br /> Scale <br /> 0 10 <br /> PROPOSED ANGLE BORING FIGURE <br /> FOR VERTICAL GROUNDWATER <br /> GROUND ZERO ANALYSIS INVESTIGATION <br /> GENE GABBARD INC. rj <br /> 640 NORTH ELDORADO STREET <br /> STOCKTON, CA <br /> M 0308/256ANGLEBOR <br />