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E <br /> Moisture <br /> Dry Density Content Blow/ I Sample DESCRIPTION <br /> lb it, Ft. No. USCS <br /> 0 CL Brown Very Fine Sandy Clay <br /> j <br /> 2 105 9 5 CL Grades Brown Very Fine to Fine Very <br /> . Sandy Clay <br /> SM Brown Silty Clayev Very Fine to Fine <br /> g Sand <br /> SM Grades Light Brown Silty Very Fine to <br /> Fine Sand with Minor Sn all Gravel <br /> 6 5 IML Tan Slightly Clayey Very Fine Sandy Silt <br /> 8 �, Tan Brawn Slightly Si1C�aVe <br /> 3 Clay / Tan Brown Very Ye Fine Sand_ <br /> Y Verv- Fine <br /> l CL to Fine Sand / Tan Very Fine Sandy <br /> 1 Silty Clay <br /> II BORING TERMINATED AT 10 FOOT DEPTH. <br /> NOTES <br /> 1. Boring Drilled an 2-4-88. <br /> 2. No Groundwater Encountered. <br /> li <br /> ! 3. No Caving Noted. <br /> 1, <br /> r <br /> f <br /> d <br /> k <br /> �i <br /> LOG OF BORING NO. B-3 PLATE <br /> w- �� KLEI N FELDER -V <br /> PROJECT NO. 20--2983-01 <br />