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SAIC BORING NO.: SB-9 SHEET 2 OF 2 <br /> PROJECT: Ahem Road-Vernalis <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: Y 37.63411,X -121.288902561 PROJECT NO.: 26012S163A-0711-100 <br /> SURFACE ELEVATION: NA DATUM: WGS84 LOGGED BY: Sergio Schirripa/Sean Gehlke <br /> aWa W � rn <br /> Lu _o a s > a 3 z > >m GEOLOGIC COMPLETION <br /> o U- a a _z a w m o o DESCRIPTION DETAIL <br /> Q 0 Z U �U) <br /> 0.2 DP ' 15%G; dark yellowish brown (10YR 4/4); wet; <br /> • medium dense. <br /> 100 • Well Graded GRAVEL with sand(GW):about 40%S <br /> SB-9-W 60%G;dark yellowish brawn(10YR 4/4);wet;dense; <br /> •�• medium to coarse sand; gravel clasts up to 1-inch <br /> • diameter. <br /> 35 • b Neat Cement <br /> 0.1 DP � <br /> • • <br /> 100 SILT (ML): about 90%F 10%S yellowish brown <br /> (10YR 5/4);wet;very soft. <br /> 'a Well Graded GRAVEL with sand(GW):about 40%S <br /> 60%G;dark yellowish brown(10YR 4/4);wet;dense; <br /> medium to coarse sand; gravel clasts up to 1-inch <br /> diameter. <br /> Ake <br /> 40 0.1 1 Lean CLAY with sand (CL): about 85%F 15%S <br /> strong brown(7.5YR 5/6);dry;stiff. <br /> Boring terminated at 40 feet bgs. <br /> m <br /> 0 <br /> c? <br /> n <br /> N <br /> W <br /> 3 <br /> Z <br /> a <br /> ly <br /> F- <br /> a.a <br /> x <br /> 'a <br /> w <br /> c7 <br /> 0 <br /> N <br /> QJ <br /> Z <br /> W <br /> 0 <br /> Q <br /> Z <br /> Q' <br /> W <br /> x <br /> Q <br /> O <br /> Z <br /> Q <br /> 0 <br /> O <br /> J <br />