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ti SAMPLE o� <br /> V <br /> DES CRI.PTION <br /> 0C Asphalt D. <br /> 3 m •.D <br /> o Z SM Sandy silt (SM) , medium brown, ° <br /> medium sands, poorly sorted <br /> 'S CH Silty clay (CH) , dark brown, <br /> high plasticity, moist <br /> J <br /> 4 <br /> 0. <br /> me n <br /> O <br /> 1 CDR SC Clayey sand (SC) , medium brown, medium <br /> ujcz 1007 sands, poorly sorted (backfill) , dry <br /> U < -i <br /> M <br /> N <br /> r <br /> Zpq CDR CL Sandy clay (CL) , grayish - medium <br /> 1008 brown, low plasticity, slightly moist <br /> Q© <br /> Q <br /> 0 <br /> x CDR <br /> d •-.n <br /> 2 1009 <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 /> PREPARED FOR <br /> LOG OF BORING NUMBER B3 CARNATION <br /> PROJECT NUMBEa MEOO63 <br /> 1984 IT CORPORATION <br /> o ALL COPYRIGHTS RESERVED Creating Q Safer Tomorrow <br /> Do Not Scale ins Orawfng <br /> ENG:0559 <br />