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• <br />0 <br />• <br />Gettler-Ryan. Inc. <br />Log of Boring Mw --1 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Cane, Lodr, CA <br />* <br />LLW <br />m <br />1--o <br />rA <br />z <br />z <br />-.1 <br />cn <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />R <br />n <br />_ <br />c) <br />Wy <br />� <br />Q <br />Q <br />� <br />Q <br />O �.- <br />d <br />m <br />(n <br />en <br />U' <br />Va <br />ML <br />Sand increases to 45%, silt decreases to 50% at 23 <br />feet bgs <br />0 <br />MW1-24 <br />26- <br />0 <br />MW1-27 5 <br />SM/ML <br />SILTY SAND (SM/ML) - light olive brown (2 5Y 5/6), <br />damp, 50% fine sand , 50% silt <br />CL <br />SANDY CLAY (CL) - light yellowish brown (2 5Y <br />0 <br />MW1-29 <br />6/4), damp, low plasticity 40% clay, 30% fine to <br />Sc <br />coarse sand, 30% silt <br />CLAYEY SAND (SC) - light olive brown (2 5Y 5/6). <br />0 <br />MW1-30 5 <br />31 <br />damp, 50% fine to coarse sand, 30% clay, 20% silt <br />v <br />U <br />ML <br />SANDY SILT WITH CLAY (ML) - light yellowish brown <br />m <br />0 <br />MWi-32 <br />(2 5Y 6/4), damp, low plasticity 40% silt, 30% fine <br />c <br />sand, 30% clay <br />Q <br />Sand increases to 40%, silt increases to 60% at 33 <br />x� <br />m <br />0 <br />MW1-33 5 <br />feet bgs <br />N � <br />SP <br />SAND (SP) - very pale brown (1OYR 7/3), damp, <br />100% fine to medium sand <br />36- <br />0 <br />MWI-38 <br />41 <br />- <br />- <br />- o <br />- <br />- a <br />— A <br />0 <br />MWI-43 <br />- <br />- <br />CL <br />CLAY (CL) - pale olive (5Y 6/30), damp, low <br />- <br />-i <br />SM <br />plasticity, 70% clay, 25% silt, 5% fine sand <br />y <br />L _ <br />JOB NUMBER 346408 04 <br />Page 2 of 3 <br />