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+ Moisture 4 <br /> Dry Density Content Blow! Sample U5C5 DESCRIPTION <br /> lb/W ; o Ft. No, <br /> 0 <br /> CL Brown Clay, Moist, Soft <br /> 2 <br /> 95 24 4 <br /> � Brown Very Fine Slightly Sandy Slightly <br /> Clayey Silt, Mist <br /> 4 94 23 <br /> i3 ML Grades Brown Slightly Clayey Ve_nz Fine <br /> Sandy Silt, Soft <br /> 6 <br /> i ML Grades Brown Fine to 2--dium Ver. Sandy <br /> 8 6 U <br /> Silt <br /> Light Brown Silty Fine to Medi= Sand <br /> l fli SM Grades with Minor Coarse Sand a:--,d <br /> Small Gravel. <br /> k ` ML Brown Clayey Very Fine to Fine Very <br /> 12 , i Sandy Silt with Minor medium to Coarse <br /> ' Sand and Gravel <br /> 14 <br /> ML Grades Light Brown Very Fine VeYy Sandy <br /> l6 I i BORING i`EP1ATID AT 15 FOOT DEPIH. <br /> a NOTES: <br /> 1. Boring Drilled on 2-4-88. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> � 1 <br /> I l <br /> 1 <br /> i <br /> I + <br /> 7 <br /> LOG OF BORING NO. PLAT E <br /> B-1 <br /> KLEINFELDER zz� <br /> PROSECT NO. 20-2983-01 <br />