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P l oP 1 ' <br /> PROJECT NO. 3076-005 <br /> Versa r Inc. DRILL IlVG LOG <br /> Su ervisin Geologist: Site Name: DSA-East Miner. ' <br /> Lo By V. Elarth Boring No: BH-9 <br /> Date: 1/26/26 BorinaDiameter: 2-inch ' <br /> Drilling Contractor VBI In-Situ Testing, Inc. Boring Deoth: 5 <br /> jQet <br /> Contractor Lic.No. C57-682990 Boring Location: <br /> Rig Type: Cone Penatrometer Ria , <br /> Driller: Carl Morgan <br /> USCS SOIL DESCRIPTION ' <br /> SOIL CONDITION AND GEOLOGIC INTERPRETATION c <br /> G <br /> ' G <br /> Ta�S 0 oeTa SOIL TYPE, ROUNDING, SORTING,PERCENT: GRAVEL, SANDS,FINES ' <br /> c > U '� �. m COLOR,MOISTURE, DENSITY, SECONDARY POROSITY,ODORS,STAINING <br /> m 3 j <br /> c ¢ GEOLOGY:FILL,ALLUVIUM,BEDROCK r <br /> 0 - 2 inches: Asphalt ' <br /> 5 ' <br /> 10 CL 10.0 feet: Siltv clay <10°° sand. moist brown. no odors or staining <br /> alluvium. 0 1 <br /> 1 <br /> M L 20.0 feet: Silty cla , <10% sand,moist,brown,no odors or staining, ' <br /> alluvium. 0 <br /> 25 ' <br /> L 30.0 feet: Silty clay,<10% sand moist,brown,no odors or staining, ' <br /> aLluvium. 0 <br /> 35 S I 35.0 feet: Silty medium sand, approximately 30% fines, dart,brown, ' <br /> l no odors or staining. 0 <br /> - 40 I CL 40.0 feet: Silty clay,moist <5% sand, dark brown,no odors or staining. ' <br /> 0 <br /> 4 <br /> cL 50.0 feet: Clay, approximately 15% silt, approximately 5% sand, ' <br /> reddish brown,no odors or staining. 0 ' <br /> 55i—powerpunch installed on 1/29/96, groundwater grab sample collected. <br />