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MOORE & TABER NORTHERN CALIFORNIA <br /> CONSULTING ENGINEERS AND OEOL00I8T$ <br /> 378/149 <br /> TESD' BORING LOG <br /> TYPE 312" Auger ELEVATION 32.8+ BORING Ne 3 <br /> Ba " <br /> CS 100 14 52 2.5 1 <br /> CL (Stiff) dark brown fine sandy clay <br /> 5 - <br /> 3.9 113 16 44 1.4 2 <br /> 10 CL Bard yellow-brown sandy and silty clay <br /> 5.9 107 20 45 1.4 3 ' <br /> 15 <br /> 4.6 104 21 69 1.4 4 <br /> ML Very stiff yellow-brown slightly clayey <br /> 3.9 106 21 30 1.4J5 20 �. very fine-fide sandy silt <br /> No free groundwater encountered <br /> Located 350-ft south of NE property corner <br /> Q) <br /> m <br /> m <br /> 0 <br /> o w <br /> U H <br /> b _P <br /> a <br /> S w W ,W h Z Y J <br /> zW [`'� CA <br /> 2 <br /> a U) o O .4 _ � GBY pip 2/7/79 <br /> m a o <br /> Figure-1 <br /> Page 3 of 3 <br />