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aMoisture ' <br /> Dry Density ', Content Blow/ Sample DESCRIPTION <br /> lb/ftp % Ft. i No. USCS <br /> CL Brown Very Fine Slightly Sandy Clay, <br /> 2 moist <br /> 4 CL Grades Brown Very Fine to Fine Sandy <br /> Clay <br /> 6 <br /> Fine to !Medium 1 <br /> S�1 Brown: Clayey Very Silty <br /> 8 _ T Sand <br /> T SW Grades to Clean Fine Sand to Gravel <br /> 1 <br /> BORING TERMINAIIED -T 10 FOOT D=- <br /> NOTES: <br /> � * 1. Boring Drilled on 2-4-88. <br /> k <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> :J <br /> i <br /> I <br /> W I <br /> I <br /> N I 1I1 ! I <br /> 1 <br /> II , <br /> k <br /> 1 <br /> I � <br /> I <br /> RING NO. - PLATE <br /> B <br /> LOG OF O B z _ <br /> KLEIN FE LDER <br /> Iv <br /> PROJECT NO. 20-2983-01 <br /> R-22 <br />