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• <br />Gettler—Ryan, Inc. <br />Log of Boring MW -4 <br />PROJECT <br />Former Chevron SS 19-5775 <br />LOCATION 301 West Kettleman Lane, Lod, CA <br />Lrw <br />M <br />U <br />r- <br />" <br />c� <br />o <br />J <br />W <br />E z <br />a w <br />- <br />a <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />F <br />dC3 <br />a 3 <br />n- <br />x <br />a <br />U <br />J <br />Of <br />fall <br />m <br />d N <br />(00 <br />U) <br />SP -SM <br />— <br />SAND WITH SILT (SP -SM) - very pale brown (tOYR <br />— <br />7/3), damp, dense. 00% fine to medium sand, 10% snit <br />— <br />50 <br />MW4-50 <br />43 <br />482 <br />SW <br />SAND (SW) - very pale brown (tOYR 7/3), damp, <br />— <br />very dense, 100% fine to coarse sand <br />= <br />Becomes saturated at 53 feet bgs <br />_ <br />MW4-53 5 <br />31 <br />205 <br />N = <br />0 <br />o = � <br />ML <br />SANDY SILT (ML) - light yellowish brown (2 5Y 6/4), <br />55 <br />— <br />a _ o <br />saturated, low plasticity, very stiff. 60% slit, 35% <br />N <br />fine sand, 5% clay <br />aa, <br />MW4-58 <br />29 <br />0 <br />N — <br />?zt <br />= <br />C L <br />SANDY CLAY (CL) - brown (10YR 5/4), saturated <br />low plasticity, hard; 40% clay, 30% fine sand, 30% <br />_ <br />SOL <br />— <br />60 <br />- <br />MW4-81 <br />36 <br />59 <br />— <br />Sand increases to 40%, silt decreases to 20% <br />— <br />C <br />MW4-84 5 <br />37 <br />0 <br />_ <br />63� <br />Bottom of boring at 65 feet <br />(lt = converted to equivalent standard penetration <br />f <br />blows/ft) <br />JOB NUMBER: 346408 04 <br />Page 3 of 3 <br />