Laserfiche WebLink
• <br />• <br />ftttler-Ryan, Inc. <br />Log of Boring SB -2 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />GR PROJECT NO 346408 06 <br />SURFACE ELEVATION <br />DATE STARTED 12121199 <br />WL (ft bgs) Dry DATE 12121199 TIME 1200 <br />DATE FINISHED 12121199 <br />WL (ft bgs) DATE TIME <br />DRILLING METHOD 8 in Hollow Stem Auger <br />TOTAL DEPTH 55 feet <br />DRILLING <br />COMPANY V 6 W <br />Drilling <br />GEOLOGIST. Barbara Siemrnskr <br />ul <br />s <br />t- <br />o <br />cn <br />CL <br />N <br />:>z <br />J <br />J <br />x <br />W <br />GEOLOGIC DESCRIPTION <br />REMARKS <br />w <br />W2 <br />o <br />a <br />W <br />o <br />a <br />m <br />ran <br />v, <br />((rD <br />00 <br />ML <br />SANDY SILT (ML) - dark yellowish brown (10YR 4/4) <br />damp, hard, low plasticity. 80% silt, 40% fine sand <br />Boring backfilled <br />with neat cement <br />from the bottom to <br />ground surface <br />4 <br />0 <br />>100 <br />S82-5 5 <br />At 5 feet color changes to light yellowish brown (10YR <br />6/4) <br />8- <br />0 <br />>100 <br />S82-10 5 <br />At 10 feet becomes 65% silt, 30% fine sand, 5% clay <br />12- <br />0 <br />>100 <br />S82-15 5 <br />SP <br />SAND (SP) - brownish yellow 0OYR 6/6), damp, very dense, <br />1� <br />100% fine to medium sand <br />ML <br />SANDY SILT (ML) - dark yellowish brown (10YR 4/6Fdamp, <br />hard, low plasticity, 60% silt, 35% fine sand, 5% clay <br />20- <br />0 <br />46 <br />S82-21 <br />SM <br />SILTY SAND (SM) - dark yellowish brown (10YR 4/6), damp, <br />60% fine to medium sand, 40% silt. <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), damp, low <br />24 <br />plasticity, 65% silt, 30% fine sand, 5% clay <br />0 <br />46 <br />S82-28 <br />28 <br />- <br />JOB NUMBER 34640806 <br />Page I of 2 <br />