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DRILL RIG: Mobile B-56 • SURFACE ELEVATION: — • LOGGED BY: BAF <br /> DEPTH TO GROUND WATER 53 feet BORING DIAMETER 8-inches DATE DRILLED: 5/¢5/95 <br /> 0 <br /> � <br /> + � - 9 F � <br /> DESCRIPON AND REMARKS v g y <br /> TIs 0? o <br /> 5 inches asphalt over 1 inch basetock Aj <br /> 1 SILTY SAND, Dark brown, slightly moist, fine sand A Medium SM <br /> dense <br /> SILTY SAND, Brown, slightly moist, fine sand A Medium SM <br /> dense "! 15 0.7 <br /> 5 <br /> 26 1 <br /> Less silt, fine to medium sand <br /> ' 10 <br /> ' CLAYEY/SILTY SAND, Brown, moist, fine to medium with trace A Very S <br /> coarse sand occasional fine gavel dense SC <br /> 60 0.4 <br /> i 15 <br /> SILTY SAND, Brown, moist, medium to fine sand A <br /> Medium SM <br /> dense <br /> &1 <br /> 72 1 <br /> CLAYEY SILT, Light gray brown brown streaking, slightly moist, B Hard ML 20 "s:<:: <br /> low plasticity <br /> CLAYEY SILT, Gray/slight brown mottling, slightly moist, low B Hard ML <br /> ' plasticity, minor fine sand I <br /> 60 0.5 <br /> 25 <br /> Increased fine sand, slight petroleum odor <br /> 50/6^ 1 <br /> SAND, Gray brown, slightly moist to moist, fine to medium sand) C �r:rtir & SP 30 <br /> >>ii-z sas enc-® EXPLORATORY BORING LOG-EB-2 <br /> NORTH CHEROKEE BURGER KING <br /> Lodi, Califorllia <br /> LO"EVASSOCIATES EB-2 <br /> Environmental/Geotechnical/Engineering Services 1111-2A <br />