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DEPTH SAMPLE BLOW COUNT DRY UNIT MOISTURE (PP) <br /> & DESCRIPTION USCS WEIGHT CONTENT qu <br /> GWL First Last <br /> it B in 12 in lb/ft 96 ton/ft <br /> 33'-38' Brown, silty fine SAND, <br /> dry, non-plastic, with ,314 <br /> some clay, <br /> 381-48' Brown mottled dray <br /> sandy clayey SILT, <br /> 40 moist, low plasticity, <br /> # 6 14 25 <br /> 45 ML <br /> 9 26 40 <br /> 48'-54Brownish gray silty <br /> 50 tine SAND, saturated, <br /> non-plastic, SM <br /> 12 19 <br /> 54'-58' Gra --- -- <br /> yish brown silty <br /> 55 CLAY, moist, medium <br /> plasticity, <br /> CL <br /> 58'-61.5' Greenish gray silty <br /> 60 fine CLAY with hydro- ML <br /> 4 15 carbon odor, wet. 100 <br /> _ Bottom of boring at 61.5 feet. <br /> f <br /> # <br /> fDate Drilled 1/25/89 <br /> RORK BROTHERS PROPERTY LOG OF BORING Neje MVV-2 <br /> BALBI & CHANG ASSOCIATES PROJECT NO 1705_ DATE 4/21/89 <br /> Geotechnical Consultants / Materials Testing PREPARED BY D1t,KR PLATE B-5 <br />