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E•� <br />IPROJECT: <br />Gettler-Ryan. Inc. <br />IF <br />Former Chevron SS 09-5775 <br />Uj <br />*o <br />m <br />Z ILL <br />Z <br />J <br />U <br />U) <br />Q <br />LU A U <br />a J <br />U <br />W <br />d <br />G <br />sr <br />o <br />o <br />to m <br />a. vn <br />n <br />(a <br />ML <br />MW1-24 <br />0 <br />f <br />i <br />26 <br />MW1-27.5 <br />0 <br />SM/ML <br />CL <br />{ t" <br />MW1-29 <br />0 <br />k <br />SC <br />31 <br />MWt-30.5 <br />0_ <br />ML <br />4 <br />MW1-32 <br />0 <br />MW1-33.5 <br />0 <br />SP <br />36 <br />� <br />MW1-313 <br />0 <br />f <br />MW1-43 <br />0 <br />CL <br />5M <br />JOB <br />NUMBER: <br />348408.04 <br />. Log of Boring MW -1 <br />LOCATION: 301 West Kettleman Lane, Lodi, CA. <br />GEOLOGIC DESCRIPTION <br />Sand increases to 45%, silt decreases to 50% at 23 <br />feet bgs. <br />SILTY SAND (SM/ML) - light ofive brown (2.5Y 5/8), <br />damp; 50% fine sand. 50% silt. <br />SANDY CLAY (CL) -light yellowish Drown (2.5Y <br />6/4), damp, low plasticity; 40% clay, 30% fine to <br />coarse sand, 30% silt. <br />CLAYEY SAND (SC) -- light olive brown (2.5Y 5/8), <br />damp; 50% fine to coarse sand, 30% clay, 20% silt. <br />SANDY SILT WITH CLAY (ML) - light yellowish brown <br />(2.5Y 814), damp, low plasticity: 40% silt, 30% fine <br />sand. 30% clay. <br />Sand increases to 40%, silt increases to 80% at 33 <br />feet bgs. <br />SAND (SP) - very pale brown (10YR 7/3), damp: <br />1001. fine to medium sand. <br />CLAY (CL) - pale olive (SY 8/30), damp, low <br />elasticity: 70% clay. 25% silt, 5% fine sand <br />WELL DIAGRAM <br />10 <br />Page 2 of 3 <br />