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The Benham Companies,LLC BORING NO.: SB-44 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 /> a w 0 o v a a a p z o > o m GEOLOGIC COMPLETION <br /> U-1 U- o Q a z a m o ° DESCRIPTION DETAIL <br /> Z C— cn z U w C7 cn <br /> Q — tY <br /> NO RECOVERY: 15-32 feet bgs(continued) <br /> 25 DP <br /> 0 <br /> 30 DP <br /> 0 <br /> 0.6 DP Silty SAND with Gravel (SM): about 25%F 50%S <br /> 25%G;olive brown(2.5Y 4/3);moist;medium dense; <br /> 10 gravel clasts up to 1/4-inch diameter. <br /> 35- <br /> 1.2 DP Well Graded SAND(SW):about 10%F 80%S 10%G; <br /> • olive brown(2.5Y 4/3);moist;medium dense. <br /> SB-44 25 <br /> @ 36' 1 <br /> X 36.6 feet bgs <br /> SB-44- As above:about 90%S 10%G;wet. 37 feet bgs <br /> W <br /> 0 <br /> 0 <br /> m <br /> o As above: increasing grain size (medium to coarse <br /> sands). <br /> q 40- <br /> 0.0 DP •• Lean CLAY(CL): about 95%F 5%S yellowish brown <br /> (10YR 5/4);moist;stiff. <br /> Lu 40 SILT (ML): about 90%F 10%S yellowish brown <br /> a (10YR 5/4);wet;soft. <br /> U.1 Lean CLAY(CL): about 95%F 5%S yellowish brown <br /> z (10YR 5/4);moist;very stiff. <br /> a <br /> rr <br /> m <br /> d <br /> a. <br /> x <br /> v45 0.8 Boring terminated at 45 feet bgs. <br /> a <br /> U <br /> 0 <br /> Z <br /> W <br /> Q <br /> U <br /> J <br />