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Surface Conditions: Concrete slab Date Completed: 12/1/2010 <br /> Groundwater: Groundwater not encountered during drilfing, Logged By: D.C. <br /> Total Depth: 3.5 feet <br /> Method: <br /> Equipment: Corin machine and hand auger Boring Diameter: 4 inches <br /> FIELD <br /> C L +T, <br /> M0 <br /> o o <br /> a i- z o > <br /> -- °' °' o E <br /> L CL Q U7 4 <br /> a E E3 o- <br /> a v ❑ m DESCRIPTION <br /> rn ❑a `L . c� <br /> ASPHALT CONCRETE <br /> o Qb o (GP)'PEA GRAVEL-Caving,mast,fine to coarse, no odor <br /> o D <br /> CL LEAN CLAY-Brown with blacks ots moist firm to very firm <br /> Completed at a depth of 3.5 feet below existing site grade. <br /> 5 <br /> 10 <br /> 15 <br /> 20 <br /> d <br /> 0 <br /> n <br /> n <br /> 25 <br /> a <br /> G7 <br /> C7 <br /> 0 <br /> O <br /> H <br /> O <br /> OL I <br /> w <br /> d <br /> w <br /> LOG OF BORING SB-3 PLATE <br /> ° KLEINF-ELDE-R LIMITED SOIL SAMPLING ANALYSIS <br /> M. A-ONE GAS AND FOOD t of 1 <br /> 574 W. GRANT LINE ROAD <br /> drafted By: G. GOMEZ Project No.: 114595.1 �+ <br /> 0 TRACY, CALIFORNIA V <br /> a <br /> Date: 12l2112010 File Number: ST010G067. <br /> C.pyright KleWeitler,2008 - - <br />