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L_J <br />• <br />Settler -Ryan, Inc. <br />Log of Boring Mw -4 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />* <br />amW <br />m <br />o <br />cn <br />a <br />� <br />z <br />w <br />Z_ <br />w <br />_, <br />� <br />m <br />� <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />a <br />CL <br />U <br />J <br />LU y <br />J <br />a <br />a <br />CC <br />O <br />C3 <br />a <br />m <br />(n <br />cn <br />LD <br />u) <br />SP -SM <br />= <br />SAND WITH SILT (SP -SM) - very pale brown (10YR <br />= <br />7/3), damp, dense, 90% fine to medium sand, 10% silt <br />— <br />50-482 <br />43 <br />MW4-50 <br />5W <br />SAND (SW) - very pale brown (10YR 713), damp, <br />— <br />very dense 100% fine to coarse sand <br />— <br />Becomes saturated at 53 feet bgs <br />_ <br />205 <br />31 <br />MW4-53 5 <br />c —_ <br />o — <br />o — <br />55 <br />_ � <br />a = o <br />ML <br />SANOY SILT (ML) - light yellowish brown (2 5Y 6/4), <br />saturated low plasticity, very stiff 60% silt, 35% <br />o = <br />fine sand, 5% clay <br />o <br />0 <br />29 <br />MW4-56 <br />ry <br />—_ <br />CL <br />SANDY CLAY (CL) - brown (10YR 5/4), saturated, <br />low plasticity, hard, 40% clay, 30% fine sand, 30% <br />silt <br />— <br />60 <br />- <br />5 9 <br />36 <br />MW4-61 <br />= <br />Sand increases to 40%, silt decreases to 20% <br />— <br />0 <br />37 <br />MW4-645 <br />n <br />m — <br />65 <br />Bottom of boring at 65 feet <br />(* converted to equivalent standard penetration <br />blows/ft) <br />JOB NUMBER 346408 04 <br />Page 3 of 3 <br />