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r <br />O <br />0 <br />LL <br />CY <br />W <br />a <br />0 <br />Q3 <br />R <br />0 <br />Surface Conditions: Concrete slab Date Completed: 12/1/2010 <br />Logged By: D. C. <br />Groundwater: Groundwater not encountered during drilling. <br />Total Depth: 4.5 feet <br />Method: Boring Diameter: 4 inches <br />Equipment: Coring machine and hand auger <br />FIELD <br />(D <br />T <br />Z <br />O <br />E <br />CM <br />J <br />N <br />N <br />o <br />d <br />U <br />CL <br />Eco <br />CX. <br />E <br />o <br />Q <br />o <br />t <br />C <br />DESCRIPTION <br />0 <br />co <br />m <br />a- <br />C7 <br />CONCRETE <br />(ML) SANDY SILT - Brown, moist to dry, loose to medium dense, fine <br />grained, no odor <br />(CL) SILTY CLAY - Brown, moist, no odor, firm <br />0 <br />Completed at a depth of 4.5 feet below existing site grade. <br />s <br />10 <br />15 <br />20 <br />25 <br />�-' <br />LOG OF BORING SB -5 <br />PLATE <br />KLElNFEL�ER <br />LIMITED SOIL SAMPLING ANALYSIS <br />A -ONE GAS AND FOOD <br />1 of 1 <br />574 W. GRANT LINE ROAD <br />TRACY, CALIFORNIA <br />g <br />Drafted By: G. GOMEZ Project No.: 114595.1 <br />Date: 12/22/2010 File Number: ST010G067 <br />Copyright Kleinteloer, 2008 <br />