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qu <br />• <br />Gettler-Ryan, Inc. <br />Log of Boring MW -3 <br />PROJECT Former Chevron SS 09-5775 <br />LOCATION. 301 West Kettleman Lane, Lodi, CA <br />wl <br />ca <br />cn <br />z <br />= a <br />w <br />u <br />a <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />W <br />J <br />J <br />a <br />S <br />d <br />U <br />_ <br />cn <br />a <br />a <br />to <br />o <br />u) <br />SM <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/8), <br />MW3-22 5 <br />0 <br />damp, low plasticity. 80 % silt, 30% fine sand 10% <br />SM <br />clay <br />SILTY SAND (SM) - light olive brown (2 5Y 5/8), <br />MW3-24 <br />0IIH <br />damp, 70% fine sand, 30% silt <br />ML <br />SANDY SILT (ML) - yellowish brown (IOYR 5/8), <br />damp, low plasticity: 50% silt_ 40% fine sand, 10% <br />clay <br />26 <br />MW3-27 <br />0 <br />Silt increases to 65%, sand decreases to 30%, clay <br />MW3-29 5 <br />0 <br />decreases to 5% at 29 feet bgs <br />c <br />a, <br />31 <br />Sand increases to 50% at 31 feet bgs <br />m <br />a, <br />c <br />4 <br />SW <br />SAND (SW) - very pale brown (IOYR 7/3), damp, <br />100% fuse to coarse sand <br />3 <br />MW3-33 <br />0 <br />A { <br />u <br />N� <br />CL -ML <br />SILTY CLAY (CL -ML) - light gray (2 5Y 7/2). damp, <br />low plasticity, 70% clay. 30% silt. <br />MW3-35 <br />0 <br />36 <br />ML <br />SANDY SILT (ML) - light olive brown (2 5Y 5/6) , <br />MW3-30 5 <br />0 <br />damp, low plasticity: 50% slit_ 40% fine sand, 10% <br />clay <br />41 <br />- <br />_ <br />MW3-45 <br />0 <br />= o <br />- <br />- <br />m <br />- a <br />SM <br />SILTY SAND (SM) - light yellowish brown (IOYR <br />1 <br />1 <br />0/4). damp, 70% fine sand, 30% sflt. <br />a _ <br />MW3-44 <br />0 <br />N <br />1 _ <br />JOB NUMBER 346408 04 <br />Page z or s <br />