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5 <br />10 <br />1 <br />(n1 30 <br />0 <br />O <br />x <br />40 <br />x <br />W <br />m <br />0 <br />2 <br />z <br />0 <br />45 <br />J <br />Sample Condition Water Levels <br />® No Recovery After Completion: 35 <br />Q Interval Not Sampled During Drilling: <br />_ Described Sample <br />e ® Preserved Sample <br />E r!J <br />0W DESCRIPTION <br />Well: ASEIS <br />Cover <br />Type II <br />Neat Cement <br />1" Schedule 80 <br />PVC <br />Bentonite <br />#3 Sand <br />1.25" 80 -Gauze <br />Stainless Steel <br />Rare` 'oint <br />Date Drilled: <br />: 11 <br />Cam-dno <br />BORING LOG AS6S <br />Drilling Co.: <br />Wood <br />:Woodward Drilling Co. <br />ER/ <br />Drilling Method: <br />: Hollow Stem <br />Sampling Method: <br />: Split Spoon <br />Shaping the Fuhtre <br />Borehole Diameter: <br />: 8" <br />Project No.: <br />: Former Mobil Service Station 99CAS <br />Casing Diameter: <br />: V <br />Site: <br />: 75 E. Alpine Avenue. Stockton, CA <br />Location N -S <br />: 5' North of DW3 <br />Logged By: <br />: Rebekah A Westrup <br />Location E -W <br />: 8' West of DW3 <br />Reviewed By: <br />D el G 87 7 <br />Total Depth: <br />: 45 <br />Signature: <br />: _ _ <br />First GW Depth: <br />5 <br />10 <br />1 <br />(n1 30 <br />0 <br />O <br />x <br />40 <br />x <br />W <br />m <br />0 <br />2 <br />z <br />0 <br />45 <br />J <br />Sample Condition Water Levels <br />® No Recovery After Completion: 35 <br />Q Interval Not Sampled During Drilling: <br />_ Described Sample <br />e ® Preserved Sample <br />E r!J <br />0W DESCRIPTION <br />Well: ASEIS <br />Cover <br />Type II <br />Neat Cement <br />1" Schedule 80 <br />PVC <br />Bentonite <br />#3 Sand <br />1.25" 80 -Gauze <br />Stainless Steel <br />Rare` 'oint <br />