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1 SAMPLE <br /> C) <br /> DESCRI.P710Al <br /> c: Asphalt <br /> < S _ D <br /> Cz SM Sandy silt (SM), medium brown, <br /> medium sands, poorly sorted <br /> 5 CH Silty clay (CH) , dark brown, <br /> high plasticity, moist <br /> 4 <br /> 0. <br /> }Ic � <br /> C <br /> C,C O <br /> ''> T CDR SC Clayey sand (SC) , medium brown, medium <br /> Wia 1007 sands, poorly sorted (back-,Fill) , dry <br /> M <br /> m <br /> �r <br /> Z 1 COR CL ) Sandy clay (CL) , grayish - medium <br /> Q} 1008 brown, low plasticity, slightly moist <br /> CDR. <br /> 2 0- 1009 - <br /> Bottom or boring at, 20.5 feet. <br /> Notes: <br /> (1) No free ground water detected. <br /> 2 (2) Baring drilled at 15° angle from vertical. <br /> PRE?ARE-3 FOR <br /> LOG OF BORING NUMBER 83 CARNATION <br /> PROJECT NUMBER ME0063 <br /> £ 7984 IT CORPORATION <br /> 0 ALL CCPYPIGH7S REEERVEC . C,eatinq a Saler Tc=crew <br /> 'Co Not Jcaie fn,s Craving <br /> EVC:J5S9 <br />