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SAMPLE <br /> q.. C) G C <br /> CO DESCRIPTION moo? <br /> z¢ AsphaltLU <br /> b <br /> <� tr <br /> SM Silty sand (SM) , medium brown, medium d <br /> �J 6 <br /> ` sands, slightly moist <br /> g y poorly sorted , <br /> n CH Silty clay (CH) , dark brown, high <br /> 5 plasticity, slightly moist, firm <br /> J <br /> Q <br /> n <br /> O <br /> m W CDR SC Clayey sand (SC) , medium brown, Z <br /> o c 1004 medium sands, poorly sorted fill <br /> Y > > m <br /> U C <br /> wa m <br /> U C <br /> � r <br /> � - Q <br /> h <br /> t <br /> n: <br /> 15' CDR CL Sandy clay (CL) , medium grayish brown, <br /> z 1006 low plasticity - medium grain sands b <br /> 3, <br /> QM <br /> Cc <br /> Bottom of boring at 18.5 feet. <br /> 2 <br /> Notes: <br /> (1) No free ground water detected. <br /> (2) Boring drilled at vertical . <br /> 2 <br /> 3 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER 62 CARNATION <br /> PROJECT NUMBER ME0063 <br /> m c 1984 IT CORPGRATIGN <br /> o ALL COPYRIGHTS RESERVED Creating a Safer Tomorrow <br /> Do Not Scale This Drawing' <br /> ENG:0558 <br />