Laserfiche WebLink
Gettler—Ryan, Inc. <br />PROJECT: <br />Former Chevron Station No. 8-5775 <br />Lu <br />* <br />m <br />s <br />� <br />o <br />Vr <br />� <br />F'.: <br />I <br />z <br />Z <br />-' <br />[n <br />Q <br />cn <br />W <br />-j <br />l3J <br />rV-, <br />x <br />J <br />v <br />QI <br />[] <br />..' <br />am <br />N <br />N <br />C9 <br />cnn <br />0 <br />>100 <br />MW -A -35..C, <br />co <br />SM <br />0 (>1001MW-9-40. <br />0 148 f MW -9-46 IV <br />CL <br />ML <br />0 1 31 ( MW -9-61 <br />ML <br />0 1>1001 MW -9-65 <br />JOB NUMBER: 346408.06 <br />E1 <br />Log of Boring MW --9 <br />LOCATION: 301 W. Ketfleman Lane, Lodi, CA <br />GEOLOGIC DESCRIPTION <br />L�oior cnanges to yellowish brown (10YR 616), 90% fine <br />sand, 10% silt. <br />SILTY SAND (SM) - dark yellowish brown 00YR 3/4), <br />moist, very dense: 70% fine to medium sand, 30% silt, <br />few fine micas. <br />SAND (SP) - yellowish brown (1OYR 5/6), moist, very <br />dense; 100% sand, trace of silt and coarse sand <br />grains, few fine micas. <br />CLAY (CL) - light brownish gray (2.5Y 6/2), damp, <br />hard; 100% clay, trace of sand and silt, abundant iron <br />oxide staining, abundant iron oxide nodules, slightly <br />indurated. <br />SANDY SILT (ML) - light olive brown (2.5Y 5/3), moist: <br />60% silt, 40% fine sand, trace of clay, abundant iron <br />oxide staining, abundant fine micas. <br />SAND (SP) - dark yellowish brown (10YR 3/6), <br />saturated, dense; 100% fine to medium sand, trace of <br />silt, trace of micas. <br />SANDY SILT WITH CLAY (ML) - dark yellowish brown <br />(10YR 3/6), moist; 50% silt, 30% sand, 20% clay. _ <br />SAND WITH SILT (SM) - dark yellowish brown (lOYR <br />4/4), saturated, very dense; 80% fine to medium sand, <br />20% silt, trace of fine micas. <br />Bottom of boring at 55.5 feet bgs. <br />(* = Converted to equivalent standard penetration <br />blows/foot.) <br />WELL DIAGRAM <br />m <br />I <br />Page 2 of 2 <br />