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MW1-24 I 1 0 <br />Log of Boring Mw-! <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 />MWI -27 5 <br />Gettler-Ryan, <br />Inc. <br />. PROJECT <br />Former Chevron SS 09-5775 <br />LV <br />* <br />MWI-28 <br />0 <br />CL <br />Z <br />Z <br />LLE ~+ <br />J <br />L? <br />U) <br />Y <br />W <br />a <br />r <br />x a <br />S <br />a. <br />U <br />d <br />�� <br />C7 w <br />a <br />Uf <br />Z <br />Q7 a N <br />a <br />C7 <br />UI <br />TuTr <br />31— <br />ML <br />MW1-24 I 1 0 <br />Log of Boring Mw-! <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 />MWI -27 5 <br />0 <br />SM/ML <br />SILTY SAND (SM/ML) - light olive brown (2 5Y 516), <br />damp, 50% fine sand , 50% silt <br />MWI-28 <br />0 <br />CL <br />SANDY CLAY (CL) - light yellowish brown (2 5Y <br />614), damp, low plasticity. 40% clay. 30% fine to <br />SC <br />coarse sand, 30% silt <br />0 <br />CLAYEY SAND (SC) - light olive brown (2 5Y 5/6), <br />MW1-30 5 <br />damp. 50% fine to coarse sand, 30% clay, 20% silt <br />31— <br />ML <br />SANDY SILT WITH CLAY (ML) - light yellowish brown <br />(2 5Y 6/4), damp, low plasticity. 40% silt, 30% fine <br />MW1-32 <br />0 <br />sand 30% clay <br />Sand increases to 40%, silt increases to 60% at 33 <br />MW1-33 5 <br />0 <br />feet bgs <br />SP <br />SAND (SP) - very pale brown OOYR 7/3), damp. <br />100% fine to medlom sand. <br />MWt-38 I I 0 <br />. Mw1-a3 a <br />- jj�. Wast city )70% clayale �ive 25%(� i 5% fine sand w <br />WELL DIAGRAM <br />c <br />Cb <br />Q <br />U <br />m <br />(b <br />c <br />Q) <br />MR <br />JOB NUMBER: 348408.04 Page 2 of 3 <br />