Laserfiche WebLink
BORING NO.: SB-8 SHEET 2 OF 2 <br /> SAIC PROJECT: Ahern Road-Vernalis <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: Y 37.63476,X -121.28951 PROJECT NO.: 26012S163A-0711-100 <br /> SURFACE ELEVATION: NA DATUM: WG 84 LOGGED BY: Sergio Schirripa/Sean Gehlke <br /> r <br /> W 0 E m a w a > a- o z o > o m GEOLOGIC COMPLETION <br /> W a s Q a z Q F m p >- DESCRIPTION DETAIL <br /> rn— (n Z U W U <br /> ZU) <br /> a — Of <br /> 0.1 S&8 DP Well Graded GRAVEL with sand (GW): about 5%F 30.5 feet bgs <br /> @30.5' 'W 30%S 65%G; yellowish brown (10YR 4/4); dry; <br /> 65 • 6 medium dense; gravel clasts up to 1-inch diameter. <br /> 0.1 SB-8-W 0 (continued) <br /> •'• As above: dark greenish gray(10Y 4/1);wet at 30.5 <br /> feet bgs. <br /> Well Graded SAND with gravel (SW): about 65%S <br /> 35%G; dark greenish gray (10Y 4/1); wet; dense; <br /> medium to very coarse sand. <br /> 35 0.1 DP Lean CLAY with sand(CL): about 85%F 15%S dark Neat Cement <br /> greenish gray(10Y 4/1);wet;medium stiff. <br /> As above: yellowish brown (10YR 5/6); very soft at <br /> 100 35 feet bgs. <br /> SB-8 As above:dry;very stiff at 38.5 feet bgs. <br /> 40 0.1 @39' <br /> Boring terminated at 40 feet bgs. <br /> N <br /> M <br /> 0 <br /> r <br /> Q <br /> N <br /> W <br /> LU3 <br /> LU <br /> Z <br /> a <br /> C? <br /> a <br /> x <br /> a <br /> O <br /> O <br /> JI <br /> Q <br /> Z <br /> W <br /> 1 <br /> Q <br /> of <br /> K <br /> Z <br /> W <br /> Q <br /> 0 <br /> Uj <br /> W <br /> Q <br /> C� <br /> J <br />