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Surface Conditions: Concrete slab Date Completed: 12/1/2010 <br />Groundwater: Groundwater not encountered during drilling. Logged By: D. C. <br />Total Depth: 4.5 feet <br />Method: Boring Diameter: 4 inches <br />Equipment: Coring machine and hand auger <br />FIELD <br />a) <br />CL <br />H <br />6 <br />Z <br />0 <br />E <br />J <br />N <br />N <br />d <br />U <br />n <br />Q. <br />E <br />E <br />a <br />E <br />E <br />y <br />0 <br />p <br />L <br />DESCRIPTION <br />a) <br />O <br />cn <br />Lo <br />m <br />a <br />C7 <br />CONCRETE <br />(GP) PEA GRAVEL - Moist, fine to coarse, no odor <br />e Qo 0 <br />O� <br />O <br />(CL) SILTY CLAY - Brown, moist, firm, no odor <br />5 <br />Completed at a depth of 4.5 feet below existing site grade. <br />10 <br />15 <br />20 <br />25 <br />-� <br />LOG OF BORING SB -2 <br />PLATE <br />KLEINFELDER <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 />5 <br />Drafted By: G. GOMEZ Project No.: 114595.1 <br />Date: 12/21/2010 File Number: STOJOG067 <br />Copyright Kleinlelder. 2008 <br />