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0 <br />• <br />Gettler-Ryan. Inc. <br />Log of Boring SB -3 <br />PROJECT Former Chevron Station No 9-5TT5 <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 1350 <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 C W <br />Orrlkng <br />GEOLOGIST Barbara Sremrnski <br />or <br />m <br />z <br />Iw <br />of <br />cn <br />e <br />CL <br />L) <br />a <br />GEOLOGIC DESCRIPTION <br />REMARKS <br />z <br />N <br />o <br />J <br />-i <br />z <br />a <br />IL <br />�' <br />o-- <br />a <br />co <br />ai <br />in <br />0 <br />th <br />FILL <br />GRAVEL WITH SAND - brown (1OYR 5/4), damp, fill <br />Boring backfilled <br />with neat cement <br />from the bottom to <br />ground surface <br />4 <br />ML <br />SANDY SILT (ML) - light yellowish brown (tOYR 6/4), hard, <br />damp, 60% silt, 40% fine sand <br />0 <br />32 <br />SB3-6 <br />0 <br />>100 <br />SB3-10 5 <br />At 10 feet color changes to yellowish brown (1OYR 5/6) <br />12- <br />0 <br />>00 <br />SB3-15 5 <br />1� <br />SP <br />SAND (SP) - Irght yellowish brown (2 5Y 6/4), moist, very <br />dense, 100% fine to medium sand <br />ML/SM <br />SANDY SILT (ML/SM) - yellowish brown 00YR 5/6), damp, <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 />S83-25 5 <br />28114 <br />sm 151t.77iANo—isiFbrown <br />(10YR 5/3), damp, very dense, <br />JOB <br />NUMBER <br />346408 06 Pane 1 of 2 <br />