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0 <br />• <br />• <br />Gettler-Ryan, Inc. <br />Log of Boring EX -1 <br />PROJECT <br />Former Chevron Station No 9-5775 <br />LOCATION 301 W Kettleman Lane, Lodi, CA <br />w <br />m <br />co <br />CIL <br />Lj- <br />w <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />4 <br />UI <br />J <br />UJ <br />a <br />a <br />CL w <br />acc <br />ai <br />o <br />a <br />m <br />vii <br />tan <br />ML <br />2373 <br />>100 <br />EX -1-36 <br />ML <br />CLAYEY SILT (ML) - yellowish brown (14YR 5/6) with <br />light brownish gray (2 5Y 6/2) mottling moist, hard, <br />slight plasticity, 70% silt, 30% clay, trace of sand, <br />ML <br />abundant fine micas, strong hydrocarbon odor <br />" <br />SILT (ML) - light brownish gray 12 5Y 8/2) with <br />yellowish brown (10YR 5/6) mottling, damp, dense, 90% <br />40 <br />silt, 10% sand, scattered clayey zones, few iron oxide <br />stained rootlet channels and iron oxide nodules, <br />5111 <br />38 <br />EX -1-41 <br />abundant fine micas, strong hydrocarbon odor <br />CZ <br />� e <br />a ro <br />ML <br />SANDY SILT (ML) - dark yellowish brown (10YR 416), <br />damp, medium dense, 60% silt, 40% sand, abundant <br />micas, few iron oxide nodules, scattered lenses of <br />sand with silt (80% sand, 20% silt), strong <br />45 <br />hydrocarbon odor <br />1038 <br />22 <br />EX -1-46 <br />ML <br />CLAYEY SILT (ML) - light brownish gray (2 5Y 6/2), <br />damp, hard, moderate induration 70% silt, 30% clay, <br />a <br />abundant iron oxide nodules, iron oxide stained root <br />and rootlet channels, strong hydrocarbon odor <br />0j <br />c <br />0 <br />IP c <br />m <br />50 <br />8736 <br />52 <br />EX -1-51 <br />ML <br />SANDY SILT (ML) - olive brown (2 5Y 4/3). moist, <br />very dense 60% silt, 40% sand, abundant iron oxide <br />stained root and rootlet channels, few fine micas, <br />strong hydrocarbon odor <br />55 <br />7199 <br />30 <br />EX --1--56 <br />Chane of no root channels, trace of medium sand <br />S <br />o = a <br />o — � <br />0 <br />m <br />ML <br />SILT WITH SAND (ML} -dark yellowish brown (10YR <br />418), damp, hard, slight plasticity 70% silt, 20% sand, <br />a <br />10% clay, hydrocarbon odor <br />— o <br />60 <br />655 <br />46 <br />EX -1-60 5 <br />m _ <br />c` <br />ro <br />SP <br />SAND (SP) - dark yellowish brown (IOYR 4/6), <br />saturated, medium dense, 90% medium sand, 10% silt, <br />" <br />trace of coarse grained sand, trace of micas, <br />— <br />hydrocarbon odor <br />65 <br />90 4 <br />30 <br />EX -1-65 <br />r <br />fl � <br />Bottom of boring at 66 5 feet bgs <br />(* = Converted to equivalent standard penetration <br />blows/foot ) <br />70- <br />175-1 <br />— <br />JOB NUMBER 346408 06 <br />Page 2of2 <br />