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SOIL BORING PROFILE <br /> 0 0 0 0 0 <br /> O o O 0 O <br /> 0 0 0 + + + N <br /> v w N <br /> co co � 0 °r° <br /> 40 c <br /> B2 B1 <br /> B3 - -T-S <br /> GROUND SURFACE <br /> B7 BC 85 B4 <br /> 35 B9 Bg Ts - <br /> TS - - - - - � - H <br /> C-H <br /> Fll{ <br /> CN 04 <br /> 54I !cg — <br /> w [-H I — <br /> > I c* <br /> w ! MX <br /> J I <br /> Lu v - _ MLJi <br /> - <br /> z 25 awl - cs1 F <br /> ¢ - - 5P1 . <br /> Lu <br /> ML <br /> > <br /> a cn —; MW <br /> — G: <br /> <,�� - - J !CL <br /> 20 <br /> CHI <br /> O rw J <br /> F- H C7F•I <br /> ¢ I MH nen <br /> > ML <br /> L MH <br /> 15q 7 <br /> MLJ <br /> rp <br /> a — _ _I5P - ��i IMLLEGrEND <br /> i 0 cx ImL. <br /> CH - CLAY - HIGH 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 [] COARSE GRAINED LAYER <br /> TS - TOP SOIL FINE GRAINED LAYER <br /> NOTE: HORIZONS ARE APPROXIMATE BECAUSE- CORE SAMPLES - GROUNDWATER SURFACE <br /> A. H. C. K. WERE TAREN ONLY AT FIVE (51 FOOT INTERVALS-- NOT CONTINUOUSLY <br /> TRACY, CALIFORNIA TERRESTRIAL TECHNOLOGY, INC. <br /> iTI-12 <br />