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0 <br />0 <br />• <br />Settler -Ryan, Inc. <br />Log of Boring SB -1 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodl, CA <br />* <br />LLW <br />m <br />r <br />o <br />(n <br />Q <br />r <br />LLc) <br />Z <br />z <br />J <br />in <br />a <br />GEOLOGIC DESCRIPTION <br />REMARKS <br />= <br />r <br />n <br />m <br />a <br />W <br />_j <br />CL <br />W <br />_j <br />a <br />_ <br />a <br />U <br />o <br />a <br />m <br />us <br />en <br />in <br />cn <br />SP <br />ML -CL <br />SANDY SILT WITH CLAY (ML -CL) - light brownish <br />gray (2 5Y 6/2), moist, low plasticity 40% silt, 30% <br />clay, 30% fine sand <br />173 <br />SBI -47 <br />Color changes to light olive brown (2 SY 5/8), with <br />750 <br />SBI -49 <br />lenses (up to 4" thick) of fine to coarse sand at <br />48 5 feel bgs <br />50 <br />812 <br />SB1-50 <br />SM <br />SILTY SAND (SM) - pinkish gray V SYS 6/12), moist <br />173 <br />SBI -52 <br />60% fine sand, 40% silt <br />ML <br />Y SANDY SILT (ML) - pinkish gray (T SYR 6/2), moist <br />116 <br />SBI -54 <br />to saturated 40% silt, 40% fine sand, 20% clay <br />CL/SC <br />SANDY CLAY WITH CLAYEY SAND LENSES (CL/SC) <br />- brown (tOYR 5/3), saturated, low plasticity 40% <br />clay, 40% fine to coarse sand, 20% spit <br />t75 <br />SBI -58 <br />60 <br />53 <br />SB1-81 <br />SW <br />SAND (SW) - gray (10YR 5/1), saturated, 95% fine to <br />coarse sand, 5% silt <br />65 <br />115 <br />S131-65 <br />Be <br />5B1-87 <br />CL <br />SANDY CLAY (CL) - light olive brown (2 5Y 5/8), <br />SP <br />saturated, low plasticity 70% clay 30% fine sand <br />_ <br />SAND (SP) - strong brown (7 5YR 4/6), saturated, <br />14 <br />SB1-69 <br />95% fine to medium sand, 5% silt <br />_ <br />JOB NUMBER 346408 04 <br />Page 3 of 4 <br />