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Gettler--Ryan. Inc. <br />Log of Boring MW -5 <br />PROJECT: <br />Former Chevron Station No. 9-5775 <br />LOCATION: 301 W. Kettleman Lane, Lodi, CA <br />LU <br />A <br />w <br />ZJ <br />w <br />0 <br />U? <br />'i <br />GEOLOGIC DESCRIPTION <br />WELL DIAGRAM <br />W <br />-1 <br />4 <br />4 <br />Oaf <br />O <br />O "" <br />d <br />m <br />U] <br />[h <br />(M <br />U1 <br />ML -CL <br />CLAYEY SILT WITH SAND (ML -CL) - light brownish <br />0 <br />36 <br />MW5-6! <br />gray (2.5Y 6/2), moist, hard, low plasticity, 40% silt, <br />e <br />40% clay, 20% fine sand, <br />m <br />U <br />0 <br />W <br />SW -SC <br />SAND WITH GRAVEL AND CLAY (SW -SC} -brown <br />a <br />(IOYR 5/3), saturated, dense: 60% fine to coarse <br />4 <br />64 <br />sand, 30% fine gravel, 10% clay. <br />a <br />v <br />a _ v <br />0 <br />46 <br />MW5-86 <br />U U � <br />N G <br />SM/ML <br />SILTY SAND (SM/ML) - brown OOYR 5/3), saturated, <br />o ro <br />dense; 50% fine sand, 45% silt, 5% clay. <br />o A <br />� a <br />68— <br />v8 <br />4 <br />b <br />a <br />D <br />0 <br />>100 <br />MW5-70.5 <br />N <br />ej <br />— a <br />CL -ML <br />SILTY CLAY (CL -ML) - light yellowish brown (10YR <br />6/4), saturated, hard, low plasticity; 45% clay, 40% <br />u <br />SW -SC <br />silt, 15% fine sand <br />E — <br />TZ <br />SAND WITH CLAY (SW -SC) - strong brown (7.5YR <br />4/6), saturated, very dense; 00% fine to coarse sand. <br />10% clay_ <br />_ <br />SW <br />SAND (SW) - pale brown (IOYR 6/3), saturated, very <br />dense; 100% fine to coarse sand. <br />_ <br />0 <br />>t00 <br />MWS -76.5 <br />ED <br />JJU <br />ML <br />SANDY SILT WITH CLAY (ML) - light yellowish brown <br />78 <br />(10YR 6/4), saturated, hard, low plasticity; 60% silt, <br />30% fine sand, 10% clay. <br />Bottom of boring at 76 feet bgs. <br />(* = Converted to equivalent standard penetration <br />blows/foot.) <br />80- <br />0 <br />84- <br />84 <br />88 <br />1692 <br />JUd NUMBER: 346406.06 Page 3 of 3 <br />