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Gettler-Ryan, Inc. • PROJECT Former Chevron Station No 9-5775 0 36 MW5-61 gray hard. low plasticity, 40% silt. l/2), moist. W cay, 20 SW -SC SAND WITH GRAVEL AND CLAY (SW -SC) - brown a 120 (IOYR 5/3), saturated, dense, 60% fine to coarse o 64 sand, 30% fine gravel, 10% clay z U) b z� LL 0 46 MWS -86 L) SILTY SAND (SM/ML) - brown (10YR 5/3), saturated, x o 0 LO o a �� C3 a a s o b m o a m ch N co (f) Log of Boring MW -5 LOCATION 301 W Kettleman Lane, Lodi, CA GEOLOGIC DESCRIPTION WELL DIAGRAM 84 88 JOB NUMBER 346408 06 Page 3 of 3 ML -CL CLAYEY SILT WITH SAND (ML -CL) - light brownish 0 36 MW5-61 gray hard. low plasticity, 40% silt. l/2), moist. cay, 20 SW -SC SAND WITH GRAVEL AND CLAY (SW -SC) - brown a (IOYR 5/3), saturated, dense, 60% fine to coarse o 64 sand, 30% fine gravel, 10% clay v b z� 0 46 MWS -86 SM/ML SILTY SAND (SM/ML) - brown (10YR 5/3), saturated, x o 0 dense, 50% fine sand, 45% silt, 5% clay o a 6$ CL b m 0 N 0 >100 MW5-70 5 CL -ML SILTY CLAY (CL -ML) -light yellowish brown (10YR QS U SW _SC 6/4), saturated, hard, low plasticity, 45% clay, 40% m silt, 15% fine sand e 7� SAND WITH CLAY (SW -SC) -strong brown (T 5YR 4/8), saturated, very dense. 00% fine to coarse sand, 10% clay 5W _ _ _ SAND (SW) - pale brown (10YR 8/3), saturated very dense, 100% fine to coarse sand m 0 >I00 MWS -75 5 76 ML SANDY SILT WITH CLAY (ML) - light yellowish brown (tOYR 6/4), saturated, hard, low plasticity, 60% silt, 30% line sand, 10% clay Bottom of boring at 76 feet bgs (* a Converted to equivalent standard penetration blows/foot ) 84 88 JOB NUMBER 346408 06 Page 3 of 3