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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: 12120199 <br />DRILLING METHOD: 10 in. Hollow Stem Auger <br />DRILLING COMPANY: V 6 W Drilling <br />* co <br />o sn <br />z r to <br />� z a <br />Q LL <br />W J 2 <br />C.3 <br />Cr N <br />4 <br />IVA <br />0 1 28 l VEI-6 <br />0 1>1001 VEI-10.5 <br />149 1 5 1 VEI-16 <br />201 930 E>1001 VE11-20.5 <br />2 <br />>1001 VES -25.5 <br />Log of Boring VE -1 <br />LOCATION: 301 W. Kettleman Lane, Lodi, CA <br />CASING ELEVATION: <br />WL (ft. bgs): 54.9 DATE: 12/20/99 TIME: 11:15 <br />WL (ft. bgs): DATE; TIME: <br />TOTAL DEPTH: 55 feet <br />GEOLOGIST: Barbara Sieminski <br />GEOLOGIC DESCRIPTION <br />FILL GRAVEL WITH SAND - yellowish brown 00YR 5/4), <br />damp. fill. <br />ML SANDY SILT WITH GRAVEL (ML) - dark yellowish <br />brown (10YR 414}. damp, very stiff, low plasticity. 60% <br />sift, 40% fine sand, 10% fine to coarse gravel_ <br />At 15 feet becomes damp. <br />SAND (SP) - yellowish brown (IOYR 5/6), damp, loose: <br />100% fine to medium sand. <br />ML SANDY SILT (ML) -dark yellowish brown (10YR 4/4), <br />SA hard, low plasticity, 70% silt, 30% fine sand. <br />SILTY SAND (SM) - light yellowish brown (IOYR 614), <br />damp, dense, 80% fine sand, 40% silt. <br />ML SILT (ML) - yellowish brown (1OYR 5/4), damp, hard, <br />low plasticity; 90% silt, 10% fine sand. <br />WELL DIAGRAM <br />v <br />28 <br />JOB NUMBER: 346408.06 Page 1 of 2 <br />