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CLIENT <br />SITE NUMBER <br />LOCATION <br />*ETIC <br />ExxonMobil Oil Corp.. <br />99 -CAS <br />75 East Alpine Avenue <br />ENGINEERING <br />Stockton, California <br />INCHES <br />LOG OF SOIL BORING: <br />ppnn\\J��(( <br />'Y1@r4 <br />w O0 <br />H---g"�6' <br />u <br />U <br />p <br />< Qo <br />W <br />o" <br />m <br />�p <br />O K <br />m< <br />OtY <br />O.C9� <br />25 <br />14 <br />14 <br />37 <br />7 <br />so�r <br />62 <br />Cement Grout <br />17 <br />from surface to 26 <br />feet bgs <br />30 <br />18 <br />1B <br />is - <br />31 <br />50@fi" <br />1,048 <br />t <br />71 <br />16 <br />15 <br />20 <br />2- <br />50@15' <br />2 -inch diameter <br />7,144 <br />Schedule 40 PVC <br />22— <br />L <br />Riser Casing from <br />Original Grade to <br />30 feet bgs <br />18 <br />—12--12— <br />23- <br />50@5- <br />-2,17 <br />24- <br />25- <br />21 <br />17 <br />17 <br />- grayish brown (10YR W) <br />40 <br />50@5" <br />1,771 <br />Bentonite Chips <br />27 <br />from 26 to 26 feet <br />bgs <br />10 <br />16 <br />16 <br />2 <br />- dense <br />15 <br />31 <br />76 <br />E <br />CLAYEY SAND - grayish brown (10YR 5/2), very <br />#2/12 Sand Miter <br />3 <br />dense, medium and fine grained with coarse grains. <br />moist <br />pack from 28 to 45 <br />feet bgs <br />44 <br />8 <br />$ <br />50@2" <br />G+ <br />1 <br />31- <br />a' <br />2,056 <br />2,056 <br />2 -inch diameter <br />3 <br />0 0104nch Slot, <br />Schedule 40 PVC <br />Screen from 30 to <br />i <br />SILTY CLAY WITH SAND - gray broom (10YR <br />45 feet bgs. <br />m <br />29 <br />4/3), hard, low to moderate plasticity. fine to medium <br />Threaded PVC cap <br />5 12 <br />12 <br />3 <br />grained sand. moist to slightly moist <br />at 45 feet bgs. <br />50@6" <br />/ <br />u <br />o <br />Pane 2 er 3 <br />