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SITE NUMBER <br />LOCATION <br />ETICCLIENT <br />ExxonMobil Oil Corp <br />99 -CAS <br />75 East Alpine Avenue <br />ENGINEERING <br />Stockton, California <br />INCHES <br />N <br />LOG OF SOIL BORING: <br />w"w <br />" <br />�� x <br />MW3 <br />w >pr�a <br />K <br />OJ <br />p"' <br />>LL� <br />W w�iib <br />a <br />�O <br />IL <br />O 6 <br />MW <br />OK <br />O— <br />UM <br />25 <br />16 3 <br />34— <br />#2112 Sand Filler <br />3 <br />Pack from 28 to 45 <br />feet bgs. <br />27 <br />16 <br />16 <br />13 <br />31 <br />311- <br />ML <br />50@6" <br />37- <br />25 <br />1 <br />I <br />50@4' <br />0.7 <br />SANDY SILT- olive brown (2.SY 413), hard, low <br />" <br />3 <br />plasticity, fine grained sand, moist to wet <br />2 -inch diameter <br />0 010 -inch Slot, <br />Schedule 40 PVC <br />4 <br />ML <br />Screen from 30 to <br />45 feet bgs. <br />18 <br />18 <br />18 <br />Threaded PVC cap <br />28 <br />zat 45 feet bgs. <br />41- <br />35 <br />0.3 <br />4 <br />CLAY WITH SILT - olive brown (2 5Y 413), hard, <br />low plasticity, wet. <br />38 <br />1 <br />—12- <br />50@6- <br />09 <br />44- <br />4 <br />C <br />Boring terminated at 45 feet below ground surface <br />Borehole depth at <br />45 feet bgs. <br />46- <br />47- <br />474m <br />45-- <br />0 <br />! <br />H <br />$ <br />V <br />t7 <br />� <br />Panc 3 n( 3 <br />