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0 <br />• <br />• <br />Settler -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 />UrW <br />c� <br />G <br />= <br />L <br />Lu <br />zof <br />U <br />Zn <br />GEOLOGIC DESCRIPTION <br />REMARKS <br />J <br />� <br />U <br />CL— <br />a <br />x <br />a <br />— <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), damp, low <br />plasticity. 65% silt, 30% fine sand, 5% clay <br />0 <br />>100 <br />S82-30 <br />SW <br />SAND (SW) - brown (10YR 3/3Y damp, very dense, 95% fine <br />to coarse sand, 5% silt <br />32 <br />ML <br />SANDY SILT (ML) - brown (fOYR 5/3), damp, hard, low <br />plasticity, SO% silt, 35% fine sand, 5% clay <br />0 <br />>100 <br />S82-35 5 <br />36- <br />40- <br />0 <br />>100 <br />5132-40 5 <br />SM/ML <br />SILTY SAND (SM/ML) - brown (10YR 5/3), damp, very <br />dense, 50% fine sand, 50% silt <br />CL -ML <br />SILTY CLAY WITH SAND (CL -ML) - light olive brown (2 5Y <br />44 <br />5/4); damp, hard, low plasticity; 40% clay, 40% silt, 20% fine <br />sand. <br />131 <br />34 <br />SB2-48 <br />4$ <br />MUSM <br />SANDY SILT (ML/SM) - yellowish txown (IOYR 5/4), moist, <br />hard, low plasticity. 55% silt, 45% fine sand <br />8 <br />33 <br />SB2-51 <br />52 <br />CL/SC <br />SANDY CLAY (CL/SC) - yellowish brown (tOYR 5/4), moist, <br />hard, 40% clay, 30% fine to medium sand, 30% silt, with <br />clayey sand lenses <br />7 <br />38 <br />S82-645 <br />Bottom of boring at 55 feet bgs <br />56 <br />(* = Converted to equivalent standard penetration <br />blows/foot ) <br />160- <br />JOB NUMBER 346406 06 <br />Page 2of2 <br />