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�oii CarW"CP BORING LOG AS5S/D <br />ER/ <br />Shaping the Future <br />Project No.: : Former Mobil Service Station 99CAS <br />Site: : 75 E. Alpine Avenue, Stockton, CA <br />Logged By: : Rebekah A. Westrup <br />Reviewed By: <br />Signature: <br />C <br />� O <br />U <br />� <br />a <br />m <br />c <br />Drilling Method: <br />a <br />Sampling Method: <br />: Split Spoon <br />m <br />aua <br />a a <br />m <br />to <br />0 <br />v <br />55 <br />60 <br />Date Drilled: <br />: 09/19/11 <br />Drilling Co.: <br />: Woodward Drilling Co. <br />Drilling Method: <br />: Hollow Stem <br />Sampling Method: <br />: Split Spoon <br />Borehole Diameter: <br />: 10" <br />Casing Diameter: <br />: 1" <br />Location N -S <br />: 21' North of DW3 <br />Location E -W <br />: 21' West of DW3 <br />Total Depth: <br />: 82' <br />First GW Depth: <br />: 35' <br />Sample Condition Water Levels <br />® No Recovery V After Completion: n/a <br />Q Interval Not Sampled Q During Drilling: 35' <br />_ Described Sample <br />® Preserved Sample <br />DESCRIPTION <br />to Recovery <br />.layey SILT with Sand: dark olive -gray, moist to wet, — — — <br />ne-grained and angular sand (35,55,10,0) <br />— — — — — — — — — — — — — — — — <br />LAY: gray -brown, damp, moderate plasticity, stiff (100,0,0,0) <br />— — — — — — — — — — — — — — — — <br />erval from 46 feet bgs to 65 feet bgs not sampled <br />Weill: AS5D <br />Well2: AS5S <br />drated <br />ntonite <br />Schedule 80 <br />'C <br />Sand <br />5" <br />-Gauze <br />sinless Steel <br />•een <br />nk Point <br />schedule 80 <br />rated <br />tonite <br />