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• • • Gettlerr-Ryan, Inc. Log of Boring VE --4 PROJECT Former Chevron Station No 9-5775 LOCATION 301 W Kettleman Lane, Lodi, CA * W m z o o cn o ` z w in < GEOLOGIC DESCRIPTION WELL DIAGRAM 2^ ay n (11 W �2 = a U o o N cc 0 Cl a m I o ML SILT (ML) - yellowish brown (10YR 5/6), moist, hard, low plasticity, 80% silt, 15% fine sand, 5% clay I >100 At 30 feet color changes to light yellowish brown (2 5Y 6/4), becomes 80% silt, 15% clay, 5% fine sand a FEZ 32 CL SILTY SAND (SM/ML) - light yellowish brown (2 5Y v c SM/ML 6/4), damp, very dense, 50% fine sand, 50% silt b 0., U h x G 36 0 62 VE4-36 a a _ Qy ML SILT (ML) - light yellowish brown (IOYR 6/4), hard, damp, low plasticity 70% silt, 20% clay, 10% fine sand 40- 0 60 VE4-41 — CLAYEY SILT (ML -CL) - light yellowish brown (10YR = ML -CL 6/4), damp, hard, low plasticity 60% silt, 40% clay 44- 4 238 >100 238 VE4-45 Q. c o — m SM SILTY SAND (SM) - brown (10YR 5/3), damp, very _ dense, 80% fine to medium sand, 20% silt — = � m - 0. t o a �— nl SP 48 SAND (SP) - light gray (2 5Y 7/2), damp, very dense o # 100% fine to medium sand — v _ ro 740 >t00 VE4--50 5 a = 52 CLAYEY SILT WITH SAND (ML -CL) - light yellowish = ML -CL brown (2 5Y 6/4) moist, hard, low plasticity 50% silt, — 30% clay, 20% fine sand — 75 64 VE4-54 m — Bottom of boring at 55 feet bgs 56 (m = Converted to equivalent standard penetration blows/foot ) 60 — JOB NUMBER 346408 08 Page 2 of 2