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• <br />• <br />Gettler-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 />U.1 <br />m <br />x <br />E <br />'U -z <br />M <br />a <br />U <br />in <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />z <br />a <br />w <br />LU_, <br />r <br />CLo <br />X <br />o <br />a <br />7 <br />a <br />= <br />C <br />a <br />o <br />LU ry <br />o <br />a <br />__ja <br />m <br />cn <br />4 <br />to <br />a <br />cv <br />ur <br />SM <br />SILTY SAND (SM) - yellowish brown (10YR 5/6), <br />damp, very dense 70% fine to coarse sand, 25% silt, <br />5% clay <br />Color changes to dark yellowish brown (10YR 4/4), <br />becomes moist, coarser fraction increases at 25 <br />feel bgs <br />26 <br />0 <br />MW4-26 <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />damp, low plasticity, hard 70% silt, 30% fine sand <br />ML -CL <br />CLAYEY SILT WITH SAND (ML -CL) - light brownish <br />gray (2 5Y 6/2), damp, low plasticity, hard 45% silt, <br />40% clay, 15% fine sand <br />`c <br />v <br />31 <br />0 <br />>t00 <br />MW4-31 <br />v <br />m <br />UD <br />�v <br />4 � <br />x j <br />cb <br />L2 (b <br />-0 V <br />36 <br />0 <br />>100 <br />MW4-36 <br />SM <br />SILTY SAND (SM) - light yellowish brown (10YR <br />6/4), damp, very dense, 60% fine sand, 35% silt, 5% <br />clay <br />ML <br />SILT WITH SAND (ML) - light brownish gray (2 5Y <br />6/2), damp, low plasticity, hard 70% silt, 20% fine <br />sand, 10% clay <br />0 <br />>100 <br />MW4-40 5 <br />41 <br />SM <br />SILTY SAND (SM) - brown (IOYR 5/3), damp, very <br />dense, 60% fine to medium sand, 35% silt, 5% clay <br />- <br />- <br />- c <br />- m <br />- <br />- <br />SP -SM <br />SAND WITH SILT (SP -SM) - very pale brown (10YR <br />7/3), damp, dense, 80% fine to medium sand, 10% silt <br />b - <br />C <br />Con <br />J_ _ <br />JOB NUMBER 346408 04 <br />Page 2 of J <br />