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• <br />• <br />Gettler-Ryan. Inc. <br />Log of Boring MW -5 <br />PROJECT. Former Chevron Station Afo 9-5775 <br />LOCATION 301 N Kettleman Lane, Lodl, CA <br />GR PROJECT NO 346408 06 <br />CASING ELEVATION <br />DATE STARTED 12/20/99 <br />WL (ft bgs) 555 DATE 12/20/00 TIME 1315 <br />DATE FINISHED 12/20/99 <br />WL (fl bgs) 555 DATE 12/20/00 TIME 1600 <br />DRILLING METHOD 8 in Hollow Stem Auger <br />TOTAL DEPTH 76 feet <br />DRILLING <br />COMPANY V 6 W Drilling <br />GEOLOGIST Barbara Sreminski <br />�` <br />W <br />cn <br />► <br />o <br />w <br />WELL DIAGRAM <br />CL <br />r <br />ILL <br />z <br />z <br />-i <br />to <br />a <br />L) <br />GEOLOGIC DESCRIPTION <br />_ <br />d <br />U! <br />J <br />J <br />Y <br />U <br />a� <br />W- <br />o <br />o <br />-j <br />s <br />a <br />a <br />a <br />cc <br />o <br />C3=: <br />a <br />m <br />vi <br />to I <br />to <br />rn <br />ML <br />SANDY SILT (ML) - yellowish brown (1OYR 5/6), damp, <br />hard, low plasticity, 65% silt, 45% fine sand <br />4- <br />0 <br />>100 <br />MWS -5 5 <br />8 <br />At 10 feet becomes 70% silt, 30% fine sand <br />0 <br />42 <br />MW5-11 <br />12 <br />cL <br />0 <br />v <br />c <br />SP -ML <br />SAND WITH SILT (SP -ML) - dark yellowish brown <br />(10YR 4/4), damp, very dense, 85-90% fine to medium <br />sand, 10-15% silt <br />v <br />N <br />� <br />,K <br />C <br />16 <br />0 <br />52 <br />MW5-16 <br />ro <br />ML <br />SANDY SILT (ML) - dark yellowish brown (10YR 4/4), <br />ti <br />damp, hard, low plasticity, 70% silt, 30% fine sand <br />SILTY SAND (SM/ML) - dark yellowish brown (IOYR <br />SM/ML <br />20 <br />4/6), damp, 50% fine sand, 50% silt <br />0 <br />>100 <br />MW5-20 5 <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/6), damp, <br />hard, low plasticity, 65% silt, 30% fine sand, 5% clay <br />24 <br />0 <br />>100 <br />MW5-25 5 <br />28 <br />— <br />JOB NUMBER 346408 06 <br />Page 1 of 3 <br />