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• 0 • Gettler—Ryan, Inc. Log of Boring VE -1 PROJECT Former Chevron Station No 9-5775 LOCATION 301 W Kettleman Lane, Lodi, CA * w m c7 cn w GEOLOGIC DESCRIPTION WELL DIAGRAM " CL � C a a J W a a rc o to to co in ML SILT (ML) - yellowish brown (10YR 5/4), damp, hard, low plasticity, 90% silt, 10% fine sand >1000 51 VE1-30 5 c m U � 2 32- 36- 36 524 35 VE! -36 SM/ML SILTY SAND (SM/ML) - light brownish gray (2 5Y A = 6/2), damp, dense, 50% fine sand, 50% silt v - - -c a - - w 40- 172 68 VE1-41 ML SILT WITH SAND (ML) - light brownish gray (2 5Y 6/2), damp, hard, low plasticity, 80% silt, 20% fine = sand — SILTY SAND (SM) - ligh! olive brown (2 5Y 5/4) _ SM damp, dense 70% fine sand, 30% silt = 44_ U -_ C O — b N C O � 302 37 VE1-46 ML -CL CLAYEY SILT (ML -CL) - light brownish gray (2 5Y o 6/2), damp, hard, low plasticity, 50% silt, 40% clay, 10% 2 6ne sand � c b — 48 -- - ML ANDY SILT (ML --I- S rown (2 5Y 5/2), moist, low plasticity 60% silt, 40% fine sand m 126 32 VE1-51 _ SM SILTY SAND (SM) - grayish brown (2 5Y 5/2), moist, _ 52 dense, 80% fine to coarse sand, 20% silt SANDY SILT (ML} - light olive brown (2 5Y 5/4), moist, ML very stiff, low plasticity 50% salt, 40% fine sand, 10% clay m 721 27 VEl-54 5 SM -SC SILTY SAND WITH CLAY (SM/SC) - light olive brown Q (2 5Y 5/4), saturated, dense, 50% fine to medium sand, 40% silt, 10% clay r36 Bottom of boring at 55 feet bgs (* = Converted to equivalent standard penetration blows/foot ) 7 60 JOB HUMBER 346408 06 Page 2 of 2