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Gettler-Ryan, ince <br />PROJECT: Former Chevron Station No. 9-5775 <br />GR PROJECT NO.: 346408.06 <br />DATE STARTED: 12/21/99 <br />DATE FINISHED: 12/2!/99 <br />DRILLING METHOD: 10 in. Hollow Stem Auger <br />DRILLING COMPANY: V 6 W Drilling <br />w <br />� m <br />k U a <br />CL cn -j z U <br />►- m a .J - <br />w °w' n a a m o <br />m V7 N CD I (n <br />Log of Boring VE -2 <br />LOCATION: 301 W. Kettleman Lane, Lodi, CA <br />CASING ELEVATION: <br />WL (ft. bgs): Dry DATE: 12/21/99 TIME: 10:30 <br />WL (ft. bgs): DATE: TIME: <br />TOTAL DEPTH: 35 feet <br />GEOLOGIST: Barbara Sieminski <br />GEOLOGIC DESCRIPTION <br />O a <br />FILL GRAVEL WITH SAND - yellowish brown (lOYR 5/ <br />damp; fill. <br />4 <br />8 <br />E <br />FILL PEA GRAVEL - brown (IOYR 5/3); fill. <br />0 I 11 I VE2-6 <br />WELL DIAGRAM <br />JOB NUMBER: 346408.06 <br />Mt <br />SANDY SILT —(MC)-- ;ello;,sh brown (10YR 5/4), damp, <br />a <br />hard, low plasticity; 70% silt, 30% fine sand. <br />o <br />a <br />v <br />a <br />0 >100 VE2-10.5 <br />w <br />y <br />SP <br />SAND (SP) - light yellowish brown (2.5Y 6/4), moist, <br />medium dense; 100% fine to medium sand. <br />86 11 VE2-16 <br />ML <br />SANDY SILT (ML) - dark yellowish brown (10YR 4/4), <br />damp, hard, low plasticity; 70% silt, 30% tine sand. <br />>1000 >100 VE2-20 <br />u <br />c <br />' <br />0 <br />N <br />b <br />Q <br />SMSILTY <br />SAND (SM) - light yellowish brown (10YR 6/4), <br />a <br />damp: 60% fine sand, 40% silt. <br />a <br />m <br />0 <br />>t000 >100 VE2-25.5 <br />ML <br />SILT (ML) - yellowish brown (lOYR 5/4), damp, hard, <br />c <br />low plasticity: 90% silt. 10% fine sand. <br />v <br />JOB NUMBER: 346408.06 <br />