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P 1 of 1 <br /> -" <br /> DRILLING LOG PROJECT NO. 3076-005 <br /> � Vzrsar Inc, <br /> Su ervisine Geologist: Site Name: DSA-East Miner <br /> Log By: V. Elarth Boring No: BH-10 <br /> Date: 1/30/96 Boring Diameter: 2-inch <br /> Driiline Contractor: VBI In-Situ Testing, Inc. Boring Depth: 0- <br /> Contractor Lic.No. C57-682990 Borin Location: <br /> Rig Tyne: Cone Penatrometer Ria <br /> s Driller: Carl Morgan <br /> USCS SOIL DESCRIPTION <br /> _ SOIL CONDITION AND GEOLOGIC INTERPRETATION c <br /> O y <br /> 4 y o F j c SOIL TYPE, ROUNDING, SORTING,PERCENT: GRAVEL, SANDS,FINES <br /> > U COLOR,MOISTURE,DENSITY, SECONDARY POROSITY, ODORS, STAINNG <br /> c ¢ m w 3 a GEOLOGY:PILL,ALLUVIUM,BEDROCK <br /> inches: Asphalt <br /> 10 CL 10.0 feet: Silly clay <10° sand, moist brawn no odors or staining <br /> .. alluvium. 0 <br /> s <br /> 20 20.0 feet: Clayey silt, moist,brown, no odors or staining, alluvium. <br /> a <br /> i <br /> 30 L 30.0 feet: Clayey silt, moist,brown,no odors or staining,alluvium. <br /> 0 <br /> 35 35.0 feet: Clayey silt, approximately 10% fine sand, moist <br /> brown,no odors or staining, alluvium. <br /> 0 <br /> LL 40.0 feet: Clayey silt, <5% sand, moist,brown,no odors or staining, <br /> 40 <br /> alluvium 0 <br /> 1 <br /> s 50.0 feet: Silty sand,approximately 50% fines, moderately sorted <br /> ' fine sand, moist, no odors or staining. 0 <br /> 55 Powerpunch installed groundwater grab sample collected, <br />