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FThe Benham Companies,LLC BORING NO.: SB-47 SHEET 2 OF 2 <br /> SAIC 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 /> Q > } <br /> a w o E a W a Uj s p z o > o m GEOLOGIC COMPLETION <br /> o LL a n a<o < Z M o L) 0>_ DESCRIPTION DETAIL <br /> Well Graded SAND with Gravel (SW): about 70%S <br /> • 30%G;brown(10YR 5/3);dry to moist;dense;fine to <br /> coarse sand; gravel clasts to 0.5-inch diameter. <br /> (continued) <br /> • <br /> 25- <br /> 0.0 DP As above: about 55%S 45%G; clasts to 1-inch <br /> diameter;dry. <br /> 90 <br /> • SILT(ML): about 90%F 10%S dark yellowish brown <br /> (10YR 4/4);very moist;soft. <br /> 30 0.0 DP <br /> 95 <br /> As above:very soft. <br /> 1 34.0 feet bgs <br /> SB-47 <br /> 3SZ <br /> 35 0.0 SB 474.5' pp As above:wet. 35 feet bgs <br /> W <br /> 85 <br /> 3-inch stringer of Well Graded SAND with Gravel <br /> a DP (about 75%S 25%G). <br /> Lean CLAY (CL): about 95%F 5%S dark yellowish <br /> 0 85 brown(10YR 4/6);moist;stiff. <br /> S 40 <br /> M <br /> N <br /> W <br /> a <br /> 0.0 DP • Well Graded SAND with Gravel (SW): about 75%S <br /> u 25%G; brown (10YR 5/3); wet; medium dense;fine <br /> z 90 : to coarse sand;gravel to 1-inch diameter. <br /> a <br /> Lean Clay (CL): about 95%F 5%S dark yellowish <br /> m brown(10YR 4/4);moist;very stiff. <br /> a <br /> a <br /> 2 <br /> 45 0.0 Boring terminated at 45 feet bgs. <br /> a <br /> U <br /> 7 <br /> z <br /> z <br /> 3 <br /> w <br /> O <br /> O <br /> J <br />