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The Benham Companies,LLC BORING NO.: SB-47 SHEET 2 OF 2 <br /> 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 Lu Q Lu } <br /> w ❑_ E a W a > a p z a > o m GEOLOGIC COMPLETION <br /> o � ° Q Q z Q m o ° DESCRIPTION DETAIL <br /> Zcn— cn z U w UU <br /> Q <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 /> 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 /> 35 0.0 @34.5' DP 35 feet bgs <br /> SB-47- As above:wet. <br /> W <br /> 85 <br /> 3-inch stringer of Well Graded SAND with Gravel <br /> o <br /> DP (about 75%S 25%G). <br /> Lean CLAY (CL): about 95%F 5%S dark yellowish <br /> 7 85 brown(10YR 4/6);moist;stiff. <br /> 0 <br /> 0 <br /> 0 40 <br /> M <br /> N <br /> W <br /> ii 0.0 DP Well Graded SAND with Gravel (SW): about 75%S <br /> w 25%G; brown (10YR 5/3); wet; medium dense;fine <br /> z 90 o 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 /> x <br /> 45 0.0 Boring terminated at 45 feet bgs. <br /> z <br /> U <br /> zZ <br /> Z <br /> W <br /> U <br /> O <br /> J <br />