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Gettler—Ryan, Inc. <br />PROJECT Former Chevron Station No 9-5775 <br />GR PROJECT NO 346408 06 <br />DATE STARTED 12120199 <br />DATE FINISHED 12/20199 <br />DRILLING METHOD 8 in Hollow Stem Auger <br />DRILLING COMPANY V & W Drilling <br />w <br />* m <br />co0 <br />t z o U) <br />Log of Boring MW -5 <br />LOCATION 301 W Ket tleman Lane, Lodi, CA <br />CASING ELEVATION <br />WL (ft bgs) 555 DATE 12120100 TIME 1315 <br />WL (ft bgs) 555 DATE 12120100 TIME 1600 <br />TOTAL DEPTH 76 feet <br />GEOLOGIST Barbara Sreminskr <br />E <br />� <br />z <br />'" <br />L) <br />J <br />GEOLOGIC DESCRIPTION <br />4 <br />U7 <br />J J <br />S <br />U <br />(U <br />w °�' o <br />0. <br />a <br />CL <br />a <br />0. <br />Scn <br />J <br />o <br />a ~~ a <br />m <br />m <br />cn <br />ML <br />SANDY SILT (ML) - yellowish brown 0OYR 5/6), damp, <br />11111 <br />hard, low plasticity 55% silt, 45% fine sand <br />0 1>1001 MW5-5 5 <br />0 1 42 1 MW5-11 <br />0 1 52 1 MW5-16 <br />201 0 1>1001 MW5-20 5 <br />24 <br />• I 1 0 I>100I MW5-25 5 <br />At 10 feet becomes 70% silt, 30% fine sand <br />SP -ML SAND WITH SILT (SP -ML) - dark yellowish brown a <br />0OYR 4/4), damp, very dense 85-90% fine to medium o <br />sand, 10-15% silt <br />c <br />m <br />a <br />MLI SANDY SILT (ML) - dark yellowish brown OOYR 4/4), ` N <br />damp, hard, low plasticity, 70% silt, 30% fine sand I i <br />VML SILTY SAND (SM/ML) - dark yellowish brown (IOYR <br />4/6), damp 50% fine sand, 50% silt <br />ML SANDY SILT (ML) - yellowish brown (tOYR 5/B), damp, <br />hard, low plasticity. 65% silt, 30% fine sand, 5% clay <br />WELL DIAGRAM <br />JOB NUMBER 346406 08 Page 1 of 3 <br />