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("7 <br /> MoistureI <br /> Dry Density Content Blow/ Sample <br /> Ib/It3 :a Ft. No. USCS DESCRIPTION <br /> 0 86 13.7 1 7 ML GREY BROWN SLIGHTLY CLAYEY VERY FINE <br /> — SLIGHTLY SANDY SILT (MEDIUM STIFF) <br /> 2 ML GRADES TAN <br /> 87 14.0 5 ML GRADES WITH MORE VERY FINE SAND (SOFT) <br /> 4 <br /> ML GRADES VERY SANDY <br /> I <br /> 6 10 ML GRADES LESS SANDY <br /> 8 ML GRADES WITH MORE CLAY <br /> i _ <br /> ML GRADES VERY CLAYEY WITH MINOR SMALL <br /> CL GRAVEL <br /> 10 <br /> BORING TERMINATED AT 10—FOOT DEPTH. <br /> I NOTES: <br /> 12 1. BORING DRILLED ON 1-30-90 . — <br /> 2. NO GROUNDWATER ENCOUNTERED. <br /> 3 . NO CAVING NOTED. <br /> FFF I <br /> 6 <br /> tE <br /> c <br /> I � I <br /> i <br /> LOG OF BORING NO. 2 PLATE <br /> KLEINFELDER <br /> IV <br /> PROJECT NO. 20-2983-02 <br /> R•22 <br />