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L SAMPLE per' <br /> /4f 4v Jp <br /> PJ <br /> 4 ?J J DES CRI.P710M <br /> Asphalt <br /> a � SM Sandy silt (SM), medium brown, <br /> z medium sands, poorly sorted b <br /> - 5 CH Silty clay (CH) , dark brown, <br /> high plasticity, moist <br /> a <br /> 0. <br /> r <br /> ac O <br /> I CDR SC Clayey sand (SC) , medium brown, medium <br /> A 1007 sands, poorly sorted (backfill ) , dry <br /> �k< - <br /> n <br /> 01 <br /> 1 CDR CL Sandy clay (CL) , grayish - medium <br /> 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) Boring drilled at 15' angle from vertical . <br /> 3 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER B3 CARNATION <br /> PROJECT NUMBER MEC063 <br /> o 1984 3T CORPORATION <br /> ALL CCPYg1GHTS RESEavEp . Creating a Safer Tomorrow <br /> Oo N04 beaie Erns clawing <br /> ENC:05:9 <br />