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T4 <br /> ELEV. +26.5 Ft. <br /> 0 <br /> Brown fine sandy silt d <br /> 16 1 ML <br /> 112(6.6) <br /> Brown silty clay - CL <br /> 75 2 Brown slightly clayey fine W <br /> sandy silt - cemented a <br /> 50/2" 3 ML a <br /> 5 <br /> v <br /> 107/8" 4 <br /> 0 <br /> x <br /> 64 5 Brown silty fire sand - SM <br /> F <br /> Light brown fine sandy silt <br /> cemented ML 10 <br /> w <br /> 3 <br /> C <br /> w <br /> 100/5" vnn,nm,uunrvm�nn,m�,u,,,m 6 F <br /> a <br /> w <br /> c <br /> 15 <br /> 'OTES - <br /> nd classifiction used on the logs <br /> encountered in borings. <br /> unty datum. <br /> ,surface conditions at the locations <br /> ed. It is not warranted that they <br /> ch co;iditions at other locations and <br /> BORING LOGB <br /> BUCKEYE RANCH PROJECT NO: 90-190 <br />�t Lake Road at Mokelumne River DATE: 6/90 <br /> Joayuiii County, California <br /> PLATE NO: 3 <br />