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Gettler--Ryan, Inc. Log of Boring VE -3 PROJECT: Former Chevron Station IV& 5-5775 LOCATION: Sal W. Kettleman Lane, Lodi, CA * w co 73 ZUj z zu aEn U J GEOLOGIC DESCRIPTION WELL DIAGRAM x_ a i 4 J i J s s Q U J CL y w. O J a a a o o a m cn cn (D to SM SILTY SAND (SM) - pale yellow (2.5Y 7/2), damp, very dense; 60% fine sand, 40% silt. >1000 >100 VE3-30 mfi o oUm h nq 32 N t ' N ML SILT (ML) - yellowish brown (10YR 5/4), moist, hard, low plasticity; 85% silt, 15% fine sand. _ 32 >100 VE3-35.5 36- 40- - 20 68 VE3-41 At 41 feet becomes 75% silt, 15% fine sand, 10% clay. SP -SM SAND WITH SILT (SP -SM) - brown (10YR 5/3), damp, very dense: 90% fine sand, 10% silt. 44 E U 163 67 VE3-4a `m ML -CL CLAYEY SILT (ML -CL) - fight brownish gray (2.5Y 6/2) mottled yellowish brown (IOYR 3/4), moist, hard, low plasticity; 50% silt, 35% clay, 15% fine sand. 48 SM SILTY SAND ISM) - brown (IOYR 5/3), damp, very dense; 55% fine sand, 40% silt, 5% clay. 27 58 VE3-51 ML SILT (ML) - light yellowish brown (10YR 6/4), moist, hard, low plasticity. 80% silt, 15% fine sand, 5% clay. 52 At 53 feet color changes to light olive brown (2.5Y 28 32 VE3-54 5/4). SM/SC SILTY SAND WITH CLAY (SM/SC) - light olive brown (2.5Y 514), saturated, dense; 50% fine sand, 35% sill, 15% clay. 56 Bottom of boring at 55 feet bgs. I* - Converted to equivalent standard penetration blows/foot.) 60 d j JOB NUMBER: 348408.08 Page 2 of 2