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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 />W <br />w <br />>' <br />O <br />Z <br />> <br />E <br />O <br />J <br />.� <br />p) <br />W <br />SO <br />0. <br />CL <br />U <br />r <br />n <br />a) <br />E <br />E <br />E <br />E <br />0 <br />p <br />T <br />DESCRIPTION <br />o <br />cn <br />cn <br />m <br />a <br />c� <br />CONCRETE <br />(GP) PEA GRAVEL - Moist, fine to coarse, no odor <br />(SP) SAND - Brown, moist, loose, no odor <br />9.7 <br />CL SILTY CLAY - Brown with olive and black 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 />LOG OF BORING SB -1 <br />PLATE <br />( KLE/NFELOER <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 />4 <br />Drafted By: G. GOMEZ Project No.: 114595.1 <br />Date: 12/21/2010 File Number: ST010G067 <br />Copynghl Kleinfelder 2008 <br />