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• <br />0 <br />• <br />Settler -Ryan, Inc. <br />Log of Boring SB -1 <br />PROJECT <br />Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodl, CA <br />* <br />LU <br />m <br />M:r <br />a <br />ca <br />n <br />LL <br />GEOLOGIC DESCRIPTION <br />REMARKS <br />s <br />� <br />g <br />u) <br />w <br />_j <br />w <br />s <br />..+ <br />wv <br />o <br />o <br />a <br />s <br />o <br />021 <br />a <br />m <br />N <br />N <br />U 1 <br />(n <br />ML <br />SANDY SILT (ML) - light olive brown (2 5Y 5/6) <br />moist, low plasticity, 50% silt, 40% fine sand, 10% <br />clay <br />Color changes to yellowish brown (10YR 5/8) 65% <br />sill, 30% fine sand, 5% clay at 25 feet bgs <br />26 <br />>1000 <br />S61-27 <br />>1000 <br />5B1-28 <br />SM <br />SILTY SAND (SM) - light yellowish brown (10YR <br />8/4), damp 70% fine sand, 30% silt <br />ML <br />SANDY SILT (ML) - yellowish brown (10YR 5/4), <br />>1000 <br />SBI -30 <br />damp, low plasticity 80% silt, 25% fine sand, t5% <br />clay <br />3! <br />SM <br />SILTY SAND (SM) - light yellowish brown (10YR <br />614), damp, 60% fine sand, 40% silt <br />>1000 <br />S131-33 <br />>1000 <br />SBI -34 5 <br />ML <br />SILT WITH SAND (ML) - light yellowish brown (2 5Y <br />814), damp, low plasticity TO% silt, 20% clay, 10% <br />fine sand <br />3� <br />SM <br />SILTY SAND (SM) - light yellowish brown (10YR <br />>1000 <br />SBI -37 <br />8/4), damp, 60% fine sand, 35% silt, 5% clay <br />ML <br />SANDY SILT (ML) - light dive brown (2 5Y 516), <br />damp, low plasticity, 60% silt, 35% fine sand, 5% <br />clay <br />115 <br />S61-39 <br />41 <br />Soo <br />SBI -41 <br />5M/ML <br />SILTY SAND WITH CLAYEY SILT LENSES (SM/ML) - <br />180 <br />SBI -42 <br />light olive brown (2 5Y 5/6), moist, 50% fine sand, <br />45% silt, 5% clay <br />700 <br />SBI -43 <br />SP <br />SAND (SP) - light gray (2 5Y 7/2), damp, 100% fine <br />to medium sand <br />115 <br />SB1-45 <br />JOB NUMBER 346408 04 <br />Page 2of4 <br />