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• <br />• <br />• <br />Settler -Ryan, Inc. <br />Log of Boring MW -2 <br />PROJECT Former Chevron SS #9--5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />W <br />* <br />m <br />1- <br />0 <br />Q <br />w <br />J <br />En <br />a <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />= <br />a <br />0 <br />a <br />aJ. <br />M <br />a <br />U <br />CL y <br />uI y <br />O <br />J <br />a <br />x <br />Q <br />a <br />a0 <br />Q <br />a <br />m <br />to <br />to <br />LID <br />u7 <br />SP <br />0 <br />MW2-48 <br />1 <br />1— <br />CL <br />CLAY (CL) - light brownish gray (2 5Y 8/2), damp, <br />_ <br />low plasticity, 80% clay, 20% silt <br />— <br />SW <br />SAND (SW) - light yellowish brown (2 5Y 8/4), damp, <br />100% fine to coarse sand <br />0 <br />MW2-49 <br />50- <br />0 <br />MW2-52 <br />— <br />0 <br />a <br />r0� <br />0 <br />MW2-55 <br />Coarser fraction increases at 55 feet bgs <br />a <br />ro <br />a — <br />6 <br />N — <br />0 <br />MW2-59 <br />Trace fine gravel at 59 feet bgs <br />— <br />60 <br />- <br />0 <br />MW2-$2 <br />— <br />CL/5C <br />SANDY CLAY (CL) - strong brown (7 5 YR 4/6),777 <br />— <br />SC <br />saturated, low plasticity , 50% clay, 50% fine to <br />=_ <br />coarse sand <br />_ <br />SW <br />CLAYEY SAND (SC) - strong brown (7 SYR 4/8), <br />0 <br />MW2-84 5 <br />70% fine to coarse sand, 30% clay <br />65 <br />SAND (SW) - strong brown (7 SYR 4/6), saturated,IL <br />95-100% fine to coarse sand, 0-5% clay <br />Bottom of boring at 65 feet <br />(* = Not applicable, samples collected continuously <br />using split barrel sampler) <br />J <br />JOB NUMBER 346408 04 <br />Page 3of3 <br />