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P I of 1 <br /> Versar Inc. DRILLING LOG PROJECT NO. 3375-054 <br /> Supervising Geologist: T. Berger, R.G. 5225 Site Name: Friendly Chevrolet Escalon Califomia <br /> Log By: V.P. Elarth Borin No: BH-12 <br /> 07/30/97 ..Borinp Diameter: 2,5" <br /> Drilling Contractor: Vironex Borin De the I A V <br /> Contractor Lic.No. C57-705927 Boring Location: Approximately five-feet north of B-3; <br /> Ri-Type, Geo robe'm see Figure 1. <br /> Driller: Scott Souza i <br /> USCS SOIL DESCRIPTION <br /> ?_ ° SOIL CONDITION AND GEOLOGIC INTERPRETATION j <br /> U <br /> n <br /> 4 � 0 n <br /> Za m o c2 SOIL TYPE, ROUNDING,SORTING,PERCENT: GRAVEL, SANDS,FINES <br /> U <br /> c > 3 F U m a COLOR,MOISTURE, DENSITY,SECONDARY POROSITY,ODORS, STAINING n <br /> d cn GEOLOGY: FILL,ALLUVIUM, BEDROCK <br /> m <br /> M <br /> 0- 3": Concrete. <br /> 3" - 14.5': SILTY SAND: Moderate brown, moist, low density, poorly sorted sands, <br /> a roximately 50% fines, approximately 5%Eavel, subangular, no N <br /> odors or staining, fill. <br /> 4 <br /> 10 <br /> i 'I 4 <br /> 12 Sample collected from 11.5'b s. Very dense, increasing clay content to approximately 0.3 <br /> ri Iii 35%clay, 20% silts. <br /> ii <br /> li <br /> �u li <br /> 14 <br /> I lliiil 0.9 <br /> .!Lll;l Sample collected from 14.5'bgs. End of borehole at 14.5'bgs. <br /> 16 <br /> i <br /> I <br /> I <br />