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BORINGO.: SB-7 T <br /> SAIC PRO ECT: Ahern Road-Vernalis SHEET 2 OF 2 <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: Y 37.63547,X -121.29046 PROJECT NO.: 26012S1 63A-071 1-100 <br /> SURFACE ELEVATION: NA DATUM: WGS84 LOGGED BY: Sergio Schirripa/Sean Gehlke <br /> Q Q } <br /> LU ❑ E CL w 0- > a o z o > o m GEOLOGIC COMPLETION <br /> Lu o Q Q a z a W m o ° DESCRIPTION DETAIL <br /> Zcnzzz— u) z U ui U0 <br /> Q — of <br /> 0.1 DP Well Graded GRAVEL with sand (GW): about 5%F <br /> @30' 35%S 60%G; dark yellowish brown (10YR 4/4); 31 feet bgs <br /> 100 moist;medium dense. (continued) <br /> We <br /> at 31 feet bgs. <br /> Well Graded SAND with silt and gravel (SW-SM): <br /> about 10%F 75%S 15%G; dark yellowish brown <br /> (10YR 4/4);wet;dense;coarse to very coarse sand. <br /> SB-7-W SILT (ML): about 100%F dark yellowish brown <br /> 35 0.1 DP (10YR 4/4);wet;soft. Neat Cement <br /> 100 <br /> Lean CLAY (CL): about 100%F yellowish brown <br /> (10YR 5/6);dry;very stiff. <br /> 40 0.1 DP <br /> 100 <br /> 0.1 3-inch stringer of Gravelly CLAY at 42 feet bgs <br /> (about 35%G). <br /> Boring terminated at 42.5 feet bgs. <br /> 0 <br /> c� <br /> 0 <br /> N <br /> W <br /> g <br /> W <br /> Z <br /> a <br /> m <br /> a <br /> a <br /> c� <br /> 0 <br /> 0 <br /> 0 <br /> U <br /> J <br /> Q <br /> of <br /> Uj1 <br /> 0 <br /> Q <br /> O <br /> Z <br /> W <br /> Q <br /> J <br />