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• <br />• <br />0 <br />Getter—Ryan Inc. <br />Log of Boring SB --3 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GR PROJECT NO 346408 06 <br />SURFACE ELEVATION <br />DATE STARTED 12/21/99 <br />WL (ft bgs) 545 DATE 12/21/99 TIME 13 50 <br />DATE FINISHED 12/21/99 <br />WL (ft bgs) DATE TIME <br />DRILLING METHOD 8 in Hollow Stem Auger <br />TOTAL DEPTH 55 feet <br />DRILLING <br />COMPANY V & W Drilling <br />GEOLOGIST Barbara Sieminski <br />* <br />CILLU <br />m <br />x <br />N <br />n <br />W <br />0 <br />a <br />GEOLOGIC DESCRIPTION <br />REMARKS <br />N <br />w <br />_1 r <br />CL n. <br />S <br />a <br />CJ <br />W_ <br />a(D <br />< a �0-1 <br />o <br />n ~ <br />a <br />m <br />to 1 U3 <br />co <br />in <br />FILL <br />GRAVEL WITH SAND - brown 0OYR 5/4), damp, fill <br />Boring backfWed <br />with neat cement <br />from the bottom to <br />ground surface <br />4 <br />ML <br />SANDY SILT (ML) - light yellowish brown 00YR 6/4), hard, <br />damp, 60% silt, 40% fine sand <br />0 <br />32 <br />SB3-6 <br />8- <br />At 10 feet color changes to yellowish brown (10YR 5/6) <br />0 <br />>100 <br />S133-10 5 <br />12- <br />0 <br />>100 <br />583-155 <br />SP <br />SAND (SP) -light yellowish brown (25Y 6/4), moist, very <br />16 <br />dense 100% fine to medium sand <br />SANDY SILT (ML M) - yellowish brown (10YR 5/8), damp, <br />ML/SM <br />hard, low plasticity, 55% silt, 45% fine sand <br />20- <br />0 <br />28 <br />S83-21 <br />24- <br />12 <br />>100 <br />SB3-25 5 <br />SILTY SAND (SM) - brown (IOYR 5/3), damp, very dense <br />SM <br />28 <br />Rn —A AnW df <br />,IOB NUMBER 346408 06 <br />Page 1 of 2 <br />