Laserfiche WebLink
6ettler-Ryan. Inc. <br />PROJECT: Former Chevron Station No. 9-5775 <br />GR PROJECT NO.: 346408.06 <br />DATE STARTED: 12/22/99 <br />DATE FINISHED: 12/22/99 <br />DRILLING METHOD: 10 in. Hallow Stem Auger <br />DRILLING COMPANY: v 6 W Drilling <br />W <br />* E o rn <br />in <br />r J <br />z a <br />Q. w w -� <br />X yam,, Q <br />in JJ S U <br />aw n m M a <br />o <br />Lu v ii m c(n can (D m <br />SANDY SILT (ML) - dark brown (10YR 4/3), hard, low <br />plasticity; 70% silt, 30% fine sand. <br />Log of Boring VE -4 <br />LOCATION: 301 W. Kettleman Lane, Lodi, CA <br />CASING ELEVATION: <br />WL (ft. bgs): Dry DATE: 12/22/99 TIME: 10:30 <br />WL (ft. bgs); DATE: TIME: <br />TOTAL DEPTH: 55 feet <br />GEOLOGIST: Barbara Sieminski <br />GEOLOGIC DESCRIPTION <br />12 <br />24 <br />At 5 feet color changes to brown DOYR 5/3). <br />0 1 30 I VE4-6 <br />0 I>100I VE4-10.5 R I I I 111 I At 10 feet color changes to yellowish brown (IOYR <br />5/6). <br />SP SAND (SP) - pale brown (10YR 613), damp, dense: <br />100% fine sand. <br />0 41 VE4-16 At 16 feet color changes to yellowish brown (10YR <br />5/B). <br />SM/ML SILTY SAND (SM/ML) - dark yellowish brown (tOYR <br />4/4), moist, very dense: 50% fine sand, 45% silt, 5% <br />I clay. <br />0 1>1001 VE4-20.5 <br />4 1>1001 VE4-25.5 <br />ML SILT (ML) - yeliowish brown (10YR 5/e moist, hard, <br />low plasticity; 80% silt, 15% fine sand, 5% clay. <br />WELL DIAGRAM <br />4 <br />JOB NUMBER: 346408.06 Page 1 of 2 <br />