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u ti P I of <br /> Versar Inc. DRILLING LOG PROJECT NO. 1175-054 <br /> Supervising Geologist: T. Berger, R.G. 5225 Site Name: Friendly Chevrolet Escalon California <br /> Log Bv: V.P. Elarth Boring No: BH-9 <br /> 07/30/97 Borin2 Diameter: 2.5" <br /> Drilling Contractor: Vironex BoringDe the ' <br /> Contractor Lic.No. C57-705927 Boring Location: Six-inches south of B-6• see FiRwe 1. <br /> Rog ly,2e- eo robe" <br /> Driller: Scott Souza <br /> n USCS SOIL DESCRIPTION <br /> SOIL CONDITION AND GEOLOGIC INTERPRETATION <br /> U Q <br /> d $ tj Eu SOIL TYPE, ROUNDING, SORTING,PERCENT: GRAVEL,SANDS,FINES <br /> n c 3 U v c COLOR,MOISTURE, DENSITY, SECONDARY POROSITY,ODORS, STAINING <br /> n <br /> GEOLOGY: FILL,ALLUVIUM; BEDROCK <br /> ¢ a 'w3 <br /> r <br /> M ' i_ 0-3": Concrete. <br /> 3" - 16': SILTY SAND: Moderate brown, moist, moderately dense, poorly sorted, <br /> angular, approximately 50% fines, no odors or staining, fill. <br /> 4 <br /> Grades to rust stained soil, approximately 10%, density increasing, alluvium. <br /> 10 <br /> 12 Sample collected from 11.5' bgs. 1.5 <br /> 14 <br /> Sample collected from 14.5' bgs. 0.9 <br /> 16 End of borehole at 16'bgs. <br />