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SAMPLE <br /> Q Q� p �0 6CO <br /> DES CRI.PTION V� <br /> zm <br /> Asphalt p .p <br /> `m SM Sandy silt (SM) , medium brown, <br /> °Z medium sands, poorly sorted p <br /> C 5 CH Silty clay (CH) , dark brown, <br /> high plasticity, moist <br /> J <br /> 4 <br /> Y <br /> � m n <br /> m 0 <br /> 0 1 0 <br /> CDR SC Clayey sand (SC) , medium brown, medium <br /> = a 1007 sands, poorly sorted (backfill ) , dry m <br /> L) --I <br /> IT! <br /> N <br /> N <br /> I CDR CL Sandy clay (CL) , grayish - medium <br /> am 1008 brown, low plasticity, slightly moist <br /> D <br /> CDR <br /> 2 1009 b' <br /> Bottom of 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 /> 4 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER B3 CARNATION <br /> PROJECT NUMBER ME0063 <br /> 1984 IT CORPORATION <br /> ALL COPYRIGHTS RESERVED . . . Creating a Saler TomoIIow <br /> "Do Not Scale INS Drawing <br /> ENG:0559 <br />