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FThe Benham Companies,LLC BORING NO.: SB-45 SHEET 2 OF 2 <br /> AMWW�F—MIL A Wholly Owned Subsidiary PROJECT: US Can-Welty Road <br /> From Science to Solutions <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: PROJECT NO.: 46010SC155-A10-130 <br /> SURFACE ELEVATION: NA DATUM: MSL LOGGED BY: Sean Gehlke <br /> a a <br /> W W Cn J <br /> a- w o f a-W a > a 0 Z > >m GEOLOGIC COMPLETION <br /> Wo U- o n Q a z Q w m p ° 0>- DESCRIPTION DETAIL <br /> SILT with Sand (ML): about 85%F 15%S dark <br /> yellowish brown (10YR 4/4); dry; medium stiff. <br /> (continued) <br /> 25 0.2 DP As above:about 80%F 20%S;very moist. <br /> 75 <br /> As above:moist;stiff. <br /> 30 0.2 DP As above:about 85%F 15%S;very moist;soft. <br /> 90 <br /> Silty SAND (SM): about 45%F 55%S light olive <br /> brown(2.5Y 5/4);very moist;medium dense. <br /> 35- <br /> 0.3 DP Well Graded GRAVEL with Sand(GW):about 35%S <br /> •�� 65%G; yellowish brown (10YR 5/4); dry; medium <br /> 50 • b dense; clasts up to 1-inch diameter; fine to coarse <br /> sand. <br /> 1 37.4 feet bgs <br /> SB-45 •'• <br /> @38 • 3-inch stringer of silt (about 85%F, 15%S) at 38.5 <br /> o SB-45- feet bgs. 39 feet bgs <br /> W •'' As above:wet;gravel up to 1/4-inch diameter. <br /> q 40 0.2 DP �� As above:increasing gravels(about 80%G 20%S). <br /> w <br /> 5 95 <br /> d <br /> Lean CLAY(CL):about 100%F dark yellowish brown <br /> (10YR 4/6);wet;very soft. <br /> m <br /> d <br /> _ t Poorly Graded SAND (SP): about 100%S dark <br /> yellowish brown(10YR 4/4);wet;dense. <br /> 9 45 0.1 <br /> v Boring terminated at 45 feet bgs. <br /> a <br /> U <br /> 7 <br /> 0 <br /> Z <br /> W <br /> Q <br /> 0 <br /> cflJ <br />