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• <br />• <br />Settler -Ryan, Inc. <br />Log of Boring VE -4 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GR PROJECT NO 346408 06 <br />CASING ELEVATION <br />DATE STARTED 12/22/99 <br />WL (ft bgs) Dry DATE 12/22/99 TIME 1030 <br />DATE FINISHED 12/22/99 <br />WL (ft bgs) DATE TIME <br />DRILLING METHOD 10 in Hollow Stem Auger <br />TOTAL DEPTH 55 feet <br />DRILLING <br />COMPANY <br />V 6 W <br />Drilling <br />GEOLOGIST Barbara Sremrnskr <br />* <br />w <br />f- <br />o <br />cn <br />WELL DIAGRAM <br />a <br />� <br />u <br />GEOLOGIC DESCRIPTION <br />a <br />a <br />d <br />(L v <br />o <br />x <br />a <br />ML <br />SANDY SILT (ML) - dark brown (10YR 413). hard, low <br />plasticity, 70% silt, 30% fine sand <br />4 <br />At 5 feet color changes to brown (10YR 5/3) <br />0 <br />30 <br />VE4-6 <br />8- <br />0 <br />>100 <br />VE4-10 5 <br />At 10 feet calor changes to yellowish brown (IOYR <br />5/6) <br />i <br />k2 <br />U <br />4 <br />� <br />C <br />SP <br />SAND (SP) - pale brown 0OYR 6/3), damp, dense, <br />v <br />' <br />100% fine sand <br />w <br />N <br />� <br />ro <br />0 <br />41 <br />VE4'16 <br />_ <br />At 16 feet color changes to yellowish brown (10YR <br />a <br />SILTY SAND (SM/ML) - dark yellowish brown (SOYR <br />SM/ML <br />414), moist, very dense 50% fine sand, 45% silt, 5% <br />clay <br />20 — <br />0 <br />>100 <br />VE4--20 5 <br />SILT (ML) - yellowish brown (10YR 516), moist, hard, <br />ML <br />low plasticity, 80% sift, 15% fine sand, 5% clay <br />24- <br />4 <br />>100 <br />VE4-25 5 <br />28 <br />JOB NUMBER 348408 06 <br />Page 1 of 2 <br />