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o` <br />0 <br />co <br />a <br />U <br />rn <br />ro <br />N <br />J <br />z <br />z <br />fr <br />0 <br />m <br />o' <br />5 <br />0 <br />Y <br />U <br />O <br />U) <br />0 <br />c <br />0 <br />x <br />x <br />W <br />J_ <br />m <br />0 <br />2 <br />z <br />x0 <br />x <br />W <br />OJ <br />N <br />0 <br />c <br />L <br />Y a <br />m <br />e 3 a E <br />R CL M <br />c <br />E <br />a <br />U <br />Sample Condition Water Levels <br />® No Recovery V After Completion: n/a <br />Q Interval Not Sampled During Drilling: 37' <br />_ Described Sample <br />® Preserved Sample <br />U <br />DESCRIPTION <br />silty SAND: fine-grained, olive -brown, wet, poorly graded, <br />ubangular (0,40,60,0) <br />ILT: brown, moist (0,100,0,0)— — — — — — — <br />— — — — — — — — — — — — — — — — <br />LAY with Silt: gray -brown with gray mottling, dry, low <br />asticity (80,20,0,0) <br />— — — — — — — — — — — — — — — — <br />LAY with Silt: olive -brown with gray brown mottling, damp, <br />oderate plasticity (70,30,0,0) <br />erval from 48 feet bgs to 65 feet bgs not sampled <br />Well: AS6D <br />1" Schedule 80 <br />PVC <br />Type II <br />Cement Grout <br />Date Drilled: <br />11 <br /><MT67) <br />Car-dno <br />BORING LOG AS6D <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 Future <br />Borehole Diameter: <br />: 8" <br />Project No.: <br />: Former Mobil Service Station 99CAS <br />Casing Diameter: <br />: 1" <br />Site: <br />:75 E. Alpine Avenue, Stockton, CA <br />Location N -S <br />: 2' North of DW3 <br />Logged By: <br />: Rebekah A. Westrup <br />Location E -W <br />:6' West of DW3 <br />Reviewed By: <br />D v al 87 <br />Total Depth: <br />: 80' <br />Signature: <br />: _ ( .f � ( <br />First GW Depth: <br />: 37' <br />c <br />L <br />Y a <br />m <br />e 3 a E <br />R CL M <br />c <br />E <br />a <br />U <br />Sample Condition Water Levels <br />® No Recovery V After Completion: n/a <br />Q Interval Not Sampled During Drilling: 37' <br />_ Described Sample <br />® Preserved Sample <br />U <br />DESCRIPTION <br />silty SAND: fine-grained, olive -brown, wet, poorly graded, <br />ubangular (0,40,60,0) <br />ILT: brown, moist (0,100,0,0)— — — — — — — <br />— — — — — — — — — — — — — — — — <br />LAY with Silt: gray -brown with gray mottling, dry, low <br />asticity (80,20,0,0) <br />— — — — — — — — — — — — — — — — <br />LAY with Silt: olive -brown with gray brown mottling, damp, <br />oderate plasticity (70,30,0,0) <br />erval from 48 feet bgs to 65 feet bgs not sampled <br />Well: AS6D <br />1" Schedule 80 <br />PVC <br />Type II <br />Cement Grout <br />