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A A! <br /> NORTH SOUTH <br /> MW-10 MW-9 <br /> 0— MW-8 MW-7 MW-2 <br /> V <br /> E <br /> T, <br /> A <br /> L 20— <br /> D <br /> E <br /> P <br /> T <br /> H <br /> N ? <br /> 40— 15', <br /> F <br /> E 7 <br /> y <br /> T <br /> I 711� <br /> a <br /> E <br /> L <br /> 0 <br /> W fib— <br /> TDO <br /> L1 <br /> R <br /> F ? ? <br /> A <br /> C <br /> F T0=74' TD=74! <br /> G 80 <br /> R <br /> D <br /> E <br /> LEGEND- <br /> FIGURE 3 <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES <br /> GEOLOGIC CROSS SECTION A-A' <br /> SCREENEDINTERVAL V 0 <br /> E ARCO FACILITY NO. 5469 <br /> M=74, TOTAL DEPTH IN FEET BELOW SURFACE R <br /> GRADE T. 130 WILSON WAY <br /> S STOCKTONCA. <br /> SILTY SAND,$AND C 20 FT PROJECT NO. DRAWN BY <br /> D000-336_ M.L.7/9101 <br /> L <br /> SILT,CLAY E FELE NO. PREPARED BY <br /> 20 FT 5459 Cross S-51 Delta <br /> HORZ.SCALE REVISION NO. REVIEWED BY Environmental <br /> 2 Consultants. Inc. <br />