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P 1 of 1 1 <br /> 1/ersar Inc. yR1T•T RG LOG PR07ECTNo. 3076-005 <br /> Supervising Geologist: M. Se Site Name: DSA-East Miner 1 <br /> Low BV' V. El Barin N( : BH-11 <br /> Dat 0/96 Borin Diameter: 2-riC 1 <br /> M Drilling Contractor. VBI In-Situ Testing, Inc. Boring Depth: .0--feet <br /> Contractor Lic.No. C57-682990 Boring Location: <br /> Rig Twe: Cone Penatrometer Ria 1 <br /> Dr Her. Carl Morgan <br /> USCS SOIL DESCRIPTION 1 <br /> SOIL CONDITION AND GEOLOGIC INTERPRETATION <br /> _ - G <br /> 'o c7 n�u SOIL TYPE, ROUNDING, SORTING, PERCENT: GRAVEL, SANDS,FINES m 1 <br /> s 3 U o COLOR,MOISTURE,DENSITY, SECONDARY POROSITY,ODORS, STAINING <br /> m v' v ? GEOLOGY:FILL,ALLUVIUM,BEDROCK <br /> o ¢ coaiz z) :5 <br /> 0- 2 inches: Asohalt 1 <br /> 1 <br /> 1 <br /> 10 mill 10.0 feet: Clavey silt moist.brown, no odors or staining alluvium. <br /> of <br /> 1 <br /> 20 20.0 feet: Clayey silt,moist,brown,no odors or staining, alluvium 1 <br /> 25 1 <br /> 30 m 30.0 feet: Moderately sorted medium sand, moist, apNoximately 20% 1 <br /> fines,no odors or staining, subrounded,white to tan, alluvium. 0 <br /> 3 35.0 feet: Clayey silt,moist,brown,no odors or staining, alluvium_. 1 <br /> 0 <br /> _ 4 E 1 <br /> WL 42.0 feet: Clayey silt, moist,brown, no odors or staining, alluvium. 0 <br /> alluvium. 1 <br /> 4 <br /> _ 1 <br /> 0 <br /> Powerpunch installed groundwater grab sample collected- <br /> 55 <br /> ollected55 <br /> 1 <br />