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B6 <br /> +29.0 <br /> Brown clayey fine sandy silt <br /> ML <br /> �� u <br /> 1G0/5 1 Light brown fine sandy silt <br /> - cemented ML " <br /> w <br /> U <br /> fr <br /> k. <br /> a <br /> a <br /> V) <br /> Light brown silty fine sand r, <br /> SM z <br /> 80 2 <br /> 116(15. 1) <br /> z <br /> H <br /> M <br /> H <br /> W <br /> 55/6" <br /> W <br /> H <br /> w <br /> c <br /> Tan clayey silt - cemented <br /> 84/8" puummmu miQmmmuumuul 4 ML <br /> Dute of Boring Tan silty fine to medium <br /> 7/6/90 sand SM <br /> MOTES - <br /> �ls and classification system on the <br /> No. 12. <br /> was encountered in the borings. <br /> County datum. <br /> subsurface conditions at the locations <br /> icated. I.t is not warranted that they <br /> f such conditions at other locations and <br /> BORING LOG <br /> BUCKEYE RANCH PROJECT NO: 90-190 <br /> 'est Lake Road at Mokelumne River <br /> San Joaquin County, California LE DATE: 6/90 <br /> PLATE NO: 11 <br />