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Gettler—Ryan. Inc. <br />Log of Boring VE -4 <br />PROJECT: <br />Former Chevron Station No. 9-5775 <br />LOCATION: 301 W. Kettleman Lane, Lodi, CA <br />W <br />M <br />CL <br />U- <br />W <br />w <br />U <br />I'll <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />n <br />N <br />ii <br />a <br />ny. <br />LU �' <br />� <br />a <br />a <br />a <br />o <br />a <br />os <br />cn <br />cn <br />co <br />in <br />ML <br />SILT (ML) - yellowish brown (10YR 5/6), moist, hard, <br />low plasticity; 80% silt, 15% fine sand, 5% clay. <br />1 <br />>100 <br />At 30feet color changes to fight yellowish brown <br />(2.5Y 614); becomes 80% silt, 15% clay, 5% fine sand. <br />c <br />Cb <br />32 <br />a Cl) <br />SM/ML <br />SILTY SAND (SM1ML) -light yellowish brown (2.5Y <br />6/4); damp, very dense; 50% fine sand, 50% silt. <br />` <br />a <br />Cb <br />r <br />ca <br />N <br />1z <br />S <br />N <br />36 <br />0 <br />62 <br />VE4-36 <br />a <br />_C <br />C <br />ML <br />SILT IML) - light yellowish brown (iOYR 614); hard. <br />damp, low plasticity; 70% silt, 20% clay, 10% fine sand. <br />4a <br />0 <br />60 <br />VE4-41 <br />— <br />ML -CL <br />CLAYEY S1LT (ML -CL) - light yellowish brown (10YR <br />6/4); damp, hard, low plasticity; 60% silt, 40% clay. <br />44- <br />238 <br />>100 <br />VE4-45 <br />—_ 0 <br />p m <br />SM <br />SILTY SAND (SM) - brown (10YR 5i3); damp, very <br />o = <br />dense; 80% fine to medium sand, 20% silt. <br />— <br />Q <br />48 <br />� — o <br />o —_ <br />5P <br />SANp (5P) - light gray (2.5Y 712), damp, very -dense; <br />100% fine to medium sand. <br />— <br />— <br />m <br />c <br />740 <br />>100 <br />VE4-50.5 <br />e = <br />v = <br />52— <br />ML-CL <br />CLAYEY SILT WITH SAND (ML -CL) - light yellowish <br />— <br />brown (2.5Y 614); moist, hard, low plasticity; 50% sift, <br />30% clay, 20% fine sand. <br />75 <br />64 <br />VE4-54 <br />a — <br />Bottom of boring at 55 feet bgs. <br />56 <br />(* = Converted to equivalent standard penetration <br />blows/foot.) <br />so <br />l►ud NuMtfth: 34O4Udi.UU Page 2 of 2 <br />