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LL <br /> ' own BLOW? !MIR URCR 0RR6AIPTIOR I <br /> ETST. <br /> F*n D <br /> Asphalt 2" <br /> SM SILTY SAND: dark brown, trace fine <br /> 2 <br /> gravel, moist, NOSC <br /> 4 <br /> 8 SP SAND: light brown, fine gram, loose, <br /> w� 6 moist, NOSC <br /> .e <br /> B <br /> io 0 <br /> 12 o <br /> 14 <br /> 15 <br /> 18 <br /> µ 20 <br /> 18 SP SAND: grey, medium dense, moist, NOSC <br /> 22 <br /> 24 <br /> 26 - <br /> 28 <br /> 30 7/26/85 ? - <br /> 32 <br /> --- :— -- -- --- — - - ---- -- GUILD WINIdRIES.__� _ PLATE <br /> J.H. KLEINFELDER & ASSOCIATES LO®I CALIFORNIA q <br /> GEOTECHNICAL CONSULTANTS•MATERIALS TESTING , <br /> LANG A/10 WATER RISOURCES - LOGOF BORING NO. MW-3 <br /> PROJECT NO, 3-13$7-8 <br /> a <br />