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• <br />Settler—Ryan, Inc. <br />Log of Boring VE -3 <br />PROJECT Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />* <br />W <br />CD <br />z1. <br />- <br />0 <br />o <br />En <br />C1 <br />t; <br />w <br />w <br />L) <br />< <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />w <br />n <br />a <br />=, <br />C <br />¢ <br />_j <br />O <br />_0j <br />CO <br />a <br />N <br />o <br />In <br />l5 <br />in <br />SM <br />SILTY SAND {SM} - pale yellow (2 5Y 7/2), damp, <br />very dense, 60% fine sand, 40% silt <br />— <br />>1000 <br />>100 <br />VE3-30 <br />yam„ U t <br />oc N <br />mo ro <br />32 <br />- <br />ML <br />SILT (ML) -yellowish brown {10YR 5/4}, moist, hard, <br />low plasticity, 85% silt, 15% fine sand <br />_ <br />ro <br />32 <br />>100 <br />VE3-35 5 <br />36 <br />40 <br />20 <br />68 <br />VE3-41 <br />At 41 feet becomes 75% silt, 15% fine sand, 10% clay <br />SP -SM <br />SAND WITH SILT (SP -SM) - brown (10YR 5/3), damp, <br />very dense. 90% fine sand, 10% silt <br />44 <br />v <br />183 <br />67 <br />VE3-46 <br />ML -CL <br />CLAYEY SILT (ML -CL) - light brownish gray (2 5Y <br />`m <br />6/2) mottled yellowish brown (tOYR 3/4), moist, hard, <br />c <br />low plasticity, 50% silt. 35% clay, 15% fine sand <br />48- <br />8 <br />- <br />SM <br />SILTY SAND (SM) - brown (10YR 5/3), damp, very <br />dense, 55% fine sand, 40% silt, 5% clay <br />27 <br />68 <br />VE3-51 <br />ML <br />SILT (ML) - light yellowish brown OGYR 6/4), moist, <br />hard, low plasticity, 80% silt, 15% fine sand, 5% clay <br />52 <br />At 53 feet color changes to light olive brown (2 5Y <br />28 <br />32 <br />VE3-54 <br />5/4) <br />SM/SC <br />SILTY SAND WITH CLAY (SM/SC) - light olive brown <br />(2 5Y 5/4), saturated dense, 50% fine sand, 35% silt, <br />15% clay <br />56 <br />Bottom of boring at 55 feet bgs <br />(* = Converted to equivalent standard penetration <br />blows/foot } <br />60 <br />JUIJ NUMBER 345406 06 <br />Page 2 of 2 <br />