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Car-clrno 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 />1 <br />1 <br />ry <br />a <br />Date Drilled: <br />c <br />o <br />Drilling Co.: <br />: Woodward Drilling Co. <br />w <br />: Hollow Stem <br />a <br />n <br />Borehole Diameter: <br />s <br />�a <br />: 1" <br />a <br />a m <br />o <br />M <br />a ui <br />1 <br />1 <br />ry <br />a <br />Date Drilled: <br />:09/19111 <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 After Completion: n/a <br />Q Interval Not Sampled During Drilling: 35' <br />_ Described Sample <br />s ® Preserved Sample <br />0 V) DESCRIPTION <br />3 -inches of Asphalt — — <br />��'-'• GW — — — — — — — — — — — — — — — — <br />GRAVEL with Sand: fine- to coarse-grained, brown, dry, <br />subangular to angular, fine- to coarse-grained, subangular sand <br />ML FILL] (0,0,40,60)'�N <br />Sandy SILT: brown, dry, fine- to medium -grained and angular <br />sand (0,65,35,0) <br />Clayey SILT: brown, dry, non -plastic, trace fine-grained and <br />angular sand (35,65,5,0) <br />104 <br />Boring cleared to 6 feet bgs, on 8/15/2011 using hand tools and <br />vacaium equipment. <br />Borehole was not sampled from 6 feet bgs to 40 feet bgs. <br />Well1: AS51D <br />Wel12: AS5S <br />,over <br />ype II <br />eat Cement <br />Schedule 80 <br />JC <br />Schedule 80 <br />JC <br />