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II ,, <br /> 1 V U P1of 1 <br /> Versar Inc. DRILLING LOG PROJECT NO. 3375-054 <br /> Supervising Geologist: T. Berger, R.G. 5225 Site Name: Friend1v Chevrolet Escalon California <br /> Log B : V.P. Elarth Borin No: BH-11 <br /> Date07/30/97 Borin2 Diameter: 2.5" <br /> Drilliniz Contractor: Vironex Borinj Depth <br /> Contractor Lic.No. C57-705927 Boring Location: Four-feet east of B-5• see Figure 1. <br /> Rig Tylle- Geol2robeTM <br /> Driller: Scott Souza <br /> USCS SOIL DESCRIPTION <br /> SOIL CONDITION AND GEOLOGIC INTERPRETATION E <br /> c <br /> :a, A o 2 lu SOIL TYPE, ROUNDING, SORTING,PERCENT: GRAVEL, SANDS, FINES v <br /> s > 3 F V m o COLOR,MOISTURE, DENSITY, SECONDARY POROSITY,ODORS, STAINING c <br /> Q C A3 = j GEOLOGY: FILL,ALLUVIUM,BEDROCK <br /> x <br /> M 777 0-3": Concrete. <br /> 3" - 16': SILTY SAND:Moderate brown, moist, low dense, well sorted fine sand, <br /> angular, approximately 50% fines,no odors or staining, fill. <br /> 4 <br /> I <br /> Small gravel, approximately 5%, subangular. <br /> I <br /> Nip <br /> llc <br /> 10 <br /> Sample collected from 11.5' bgs. <br /> 12Increasing density and clay content, approximately 25%clay, approximately 35%silts. 0.3 <br /> 14 <br /> Sample collected from 14.5' bgs. 0.3 <br /> 16 ���� End of borehole at 16'b s. <br /> I <br /> 4 <br /> 4 <br />