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a <br />0 <br />c <br />x <br />x <br />x <br />w <br />J_ <br />m <br />O <br />2 <br />z <br />O <br />X <br />X <br />w <br />OJ <br />N <br />d <br />40 <br />45 <br />60 <br />tw <br />� m <br />U o OE' O a <br />m o a w <br />Sample Condition Water Levels <br />® No Recovery _M After Completion: n/a <br />Q Interval Not Sampled During Drilling: 41' <br />_ Described Sample <br />_ ® Preserved Sample <br />u <br />10 co DESCRIPTION <br />Silty SAND fine grained, olive brown, moist, poorly graded <br />SM subangular (0,35,65,0) <br />@41 feet bgs: becoming wet <br />SILT: olive brown, moist (0,100,0,0) — <br />ML <br />Sandy CLAY: olive brown, saturated, fine- to coarse-grained <br />CL and angular sand (60,40,20,0) <br />— — — — — — — — — — — — — <br />CLAY with Silt: olive brown with gray brown mottling, damp, <br />_ = moderate plasticity (70,30,0,0) <br />— — CL <br />@49 feet bgs: becoming stiff and dry <br />Interval from 50 feet bgs to 60 feet bgs not sampled <br />Well1: AS2D <br />We112: AS2S <br />Hydrated <br />Bentonite <br />1" Schedule 80 <br />PVC <br />#3 Sand <br />1.25" <br />80 -Gauze <br />Stainless Steel <br />Screen <br />Blank Point <br />1" Schedule 80 <br />PVC <br />Date Drilled: <br />: 09/22!11, 09/23/11 <br />BORING LOG AS2S/D <br />Drilling Co.: <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 />Casing Diameter: <br />: 10" <br />: 1" <br />Project No.: : Former Mobil Service Station 99CAS <br />Site: <br />: 75 E. Alpine Avenue, Stockton, CA <br />Location N -S <br />: 9' South of DW3 <br />Logged By: <br />: Rebekah A. Westrup <br />Location E -W <br />: 2' West of DW3 <br />Reviewed By: <br />niel G8 37 <br />Total Depth: <br />: 80' <br />Signature: <br />:Da <br />�[��lrj �+ <br />First GW Depth: <br />: 41' <br />40 <br />45 <br />60 <br />tw <br />� m <br />U o OE' O a <br />m o a w <br />Sample Condition Water Levels <br />® No Recovery _M After Completion: n/a <br />Q Interval Not Sampled During Drilling: 41' <br />_ Described Sample <br />_ ® Preserved Sample <br />u <br />10 co DESCRIPTION <br />Silty SAND fine grained, olive brown, moist, poorly graded <br />SM subangular (0,35,65,0) <br />@41 feet bgs: becoming wet <br />SILT: olive brown, moist (0,100,0,0) — <br />ML <br />Sandy CLAY: olive brown, saturated, fine- to coarse-grained <br />CL and angular sand (60,40,20,0) <br />— — — — — — — — — — — — — <br />CLAY with Silt: olive brown with gray brown mottling, damp, <br />_ = moderate plasticity (70,30,0,0) <br />— — CL <br />@49 feet bgs: becoming stiff and dry <br />Interval from 50 feet bgs to 60 feet bgs not sampled <br />Well1: AS2D <br />We112: AS2S <br />Hydrated <br />Bentonite <br />1" Schedule 80 <br />PVC <br />#3 Sand <br />1.25" <br />80 -Gauze <br />Stainless Steel <br />Screen <br />Blank Point <br />1" Schedule 80 <br />PVC <br />