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Varsar Inc. DRILLING LOG PROJECT NO. 3076-005
<br /> Supervising Geologist: Site Name: DSA-East Miner
<br /> Lo Bv: V. Elarth Borin No: BH-1
<br /> ' Daw: 1123/96 Borina Diameter7 2-inCh
<br /> Drilling Contractor: VBI In-Situ Testing, Inc. Bonne Depth:
<br /> t
<br /> Contractor Lie.No. C57-682990 Borin Location:
<br /> Rig Type: Cone Penatrometer Rig
<br /> Driller. Virgil Baker
<br /> USCS SOIL DESCRIPTION
<br /> SOIL CONDITION AND GEOLOGIC INTERPRETATION E
<br /> o SOIL TYPE,ROUNDING, SORTING, PERCENT: GRAVEL, SANDS,FINES
<br /> u 3 h COLOR,MOISTURE, DENSITY, SECONDARY POROSITY, ODORS, STAINING
<br /> A ¢ re a w a j GEOLOGY:FILL,ALLUVIUM,BEDROCK.
<br /> 1 0-2 inches - Asphalt
<br /> ' sm 5.0 feet: Sandy-silt brown.firm.moist approximately 10%fine sand.
<br /> no odors or staining, alluvium.
<br /> 10 fQet d.)L-sjjtbrt. o i atel l ° fine sand.
<br /> Xx no odors or staining, alluvium.
<br /> ' 15.0 feet: Sandy-silt,brown,moist, approximately 25%poorly sorted
<br /> sand,no odors or staining, alluvium.
<br /> ' 2 20.0 feet: Clayey-silt,brown,moist, < 10% sand,ntm,no odors
<br /> or staining, alluvium.
<br /> ' 25 25.0 feet: Cla e -silt brown, moist,< 10% sand,firm, no odors or
<br /> staining,alluvium.
<br /> ' 30.0 feet: Clayey-silt,brown,moist, < 10% sand,firm,moderate
<br /> hydrocarbon odor, no staining, alluvium.
<br /> tMT 35.0 feet: Clayey-silt,brown,moist, < 10% sand,firm.,moderate
<br /> hydrocarbon odor,no staining,alluvium.
<br /> 40 40.0 feet: Clayey-silt,brown,moist, < 10% sand,firm, moderate
<br /> hydrocarbon odor, no staining, alluvium.
<br /> - AL 45.0 feet: Clayey-silt, brown, moist, < 10% sand, firm, moderate
<br /> ' hydrocarbon odor,no staining,alluvium.
<br /> Hydro unch rod pushed to 47.0 feet, no groundwater sample was
<br /> tcollected.
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