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SOIL BORING PROFILE <br /> 0 0 0 0 0 0 4 P o <br /> 0 o a o 0 0 0 <br /> LO fp N O co m N <br /> 40 N N N N N •- *- ,-- <br /> B2 B1 <br /> B3 <br /> 7-S <br /> B7 B6 TS <br /> GROUND SURFACE S5 B4 <br /> 35 B9 88 rs - - <br /> rs T-s <br /> TS _ - <br /> �, <br /> MN cs <br /> CH <br /> cm <br /> -j 30 <br /> 7 <br /> � ur <br /> J <br /> d _ - - <br /> ML_ Q4 <br /> sw <br /> 4 25 gu .' ' _ cu - - 5+1 sv r <br /> Lu <br /> S? _ <br /> d t� M <br /> LI <br /> [sw <br /> Q � <br /> d <br /> W kk w <br /> J At ML <br /> LLECA7- - <br /> 15 <br /> ML <br /> sp <br /> y <br /> 10 — — - IcN� M lu1 <br /> M '� LEGEND <br /> WI AL <br /> CH - CLAY - NIGH PLASTICITY SP - SAND - POORLY GRADED <br /> VERTICAL SCALE - 1' 5' CL - CLAY - LOW PLASTICITY SW - SAND - WELL GRADED <br /> MH - SILT - HIGH PLASTICITY ---- APPROXIMATE SOIL HORIZON <br /> ML - SILT - LOW PLASTICITY Q COARSE GRAINED LAYER <br /> TS - TOP SOIL FINE GRAINED LAYER <br /> NOTE: HORIZONS ARE APPROXIMATE BECAUSE CORE SAMPLES <br /> A. H. C. F K. WERE TAKEN ONLY AT FIVE 451 FOOT INTERVALS- NOT CONTINUOUSLY [7 GROUNDWATER SURFACE <br /> TRACY, CALIFORNIA <br /> TERRESTRIAL TECHNOLOGY, INC. <br />