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1-1 <br />0 <br />• <br />Settler -Ryan, Inc. <br />Log of Boring VE -1 <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 12/20199 <br />WL (fl bgs) 549 DATE 12120199 TIME 1115 <br />DATE FINISHED 12120199 <br />WL (ft bgs) DATE TIME <br />DRILLING METHOD 10 in Hollow Stem Auger <br />TOTAL DEPTH 55 feet <br />DRILLING COMPANY V 6 W Drilling <br />GEOLOGIST Barbara Stemin5ki <br />* <br />u.� <br />o <br />(n <br />WELL DIAGRAM <br />a <br />W w <br />� <br />? <br />GEOLOGIC DESCRIPTION <br />S^ Q <br />N <br />J <br />S <br />U <br />-' <br />w°-' O <br />a a <br />o <br />m <br />in En'(D <br />UJ <br />FILL <br />GRAVEL WITH SAND - yellowish brown (iOYR 514), <br />damp, fill <br />4 <br />ML <br />SANDY SILT WITH GRAVEL (ML) - dark yellowish <br />brown (IOYR 414), damp, very stiff, low plasticity, 80% <br />silt, 40% fine sand, 10% fine to coarse gravel <br />0 <br />28 <br />VE1-6 <br />8- <br />0 <br />>100 <br />VE1-10 5 <br />At 15 feet becomes damp <br />12 <br />U <br />T <br />0 <br />a <br />r _ <br />v <br />SP <br />SAND (SP) - yellowish brown (10YR 5/8), damp, loosecu <br />v _ <br />100% fine to medium sand <br />x <br />C <br />m <br />16 149 <br />5 <br />VE11-16 <br />Q <br />SANDY SILT (ML) - dark yellowish brown (lOYR 414), <br />ML <br />damp, hard, low plasticity, 70% silt, 30% fine sand <br />20- <br />930 <br />>100 <br />VEI-20 5 <br />SILTY SAND (SM) - light yellowish brown OOYR 614), <br />SM <br />damp, dense, 80% fine sand, 40% silt <br />24— <br />>1000 <br />>100 <br />VE1-25 5 <br />Mi. <br />SILT (ML)- yellowish brown (tOYR 514), damp, hard, <br />low plasticity, 90% silt, 10% fine sand <br />28 <br />JOB NUMBER 346408 06 <br />rage i of <br />