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(T2 <br /> Ft. 0 <br /> Brown fine sandy silt <br /> 14 1 ML <br /> _P/ 115(12.9) Brown clay - CL `�' <br /> 38 2 Browu clayey fine sandy <br /> silt - cemeuted W <br /> 100/5" 3 v <br /> 122(12.7)13. a <br /> 5 'L. <br /> Brown clayey silty fine a <br /> sand - cemeuted `r <br /> SM c <br /> z <br /> C <br /> Brown clayey fine sandy W_ <br /> 6c 4 silt ML <br /> z <br /> H <br /> 10 E_ <br /> H <br /> W <br /> 3 <br /> C <br /> Cs: <br /> 106/10"im <br /> Brown slightly clayey silty <br /> Date of Boring fine to medium sand F" <br /> 15 <br />-Lori system used on the <br />-1 the borings. <br /> .ons at the locations and on <br /> ed that they are representative <br /> nd times. <br /> BORING LOGS <br /> BUCKEYE 1tANCH <br /> PROJECT NO-. 90-190 <br />--;t Lake Road at Mokelumne River DATE: 6/90 <br />—in Joaquin County, California <br /> PLATE NO: 2 <br />