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F- <br />L L <br />1 <br />Project CHEVRON 9-5775 <br />Project No 077 41991 043 <br />Log of Boring/Monitoring Well <br />MW -8B <br />Baring Locotion 301 <br />WEST KETTLEMAN <br />LANE, LODI, CA <br />� <br />Z <br />o <br />LITHOLOGIC DESCRIPTION <br />Boring Abandonment/ <br />d <br />v <br />�' -' <br />(color, groin size, consistency, moisture, other) <br />Well Construction Details <br />CL <br />O <br />in <br /># <br />G <br />m <br />O <br />a <br />- <br />a <br />o <br />o <br />0 <br />� <br />in a <br />U <br />= 3 <br />60 <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />60 <br />0 <br />31 <br />odor, fine rained sand, most, hard <br />fio <br />(0,30,50,201 <br />32 <br />33- <br />34- <br />- <br />SANDY SILT (ML) (10YR-6/4) no hydrocarbon <br />14 <br />odor, finerained sand, moist, hard <br />19 <br />0 <br />36 <br />(0,30,50,20 <br />28 <br />31 <br />38 <br />39- <br />40-- <br />SILTY SAND (SP) (2 5YR-6/4) no hydrocarbon <br />40 <br />0 <br />odor, fine to medium grained sand, miost, hard <br />50 <br />41 <br />(0,80,15,5) <br />42- <br />24344SILTY <br />43- <br />44- <br />45 <br />SILTYSAND (SP) (2 5YR--6/4) no hydrocarbon <br />20 <br />J <br />odor, fine to medium grained sand, most, hard <br />zt <br />o <br />46 <br />`; <br />(0,80,15,5) <br />23 <br />. <br />47 <br />48 <br />, <br />49 <br />SANDY SILT (ML) (10YR-3/3) no hydrocarbon <br />ent <br />�tt <br />14odor, <br />fine to medium grained sand, damp, very <br />25 <br />° <br />stiff, wet (0.30,50,20) <br />[52 <br />54 <br />55 <br />CLAYEY SILT (ML) (10YR-3/3) no hydrocarbon <br />14 <br />18 <br />p <br />T <br />odor, fine rained sand, damp, very stiff, wet <br />25 <br />0 25 40 35 <br />57 <br />Y <br />y <br />�p <br />58 <br />T <br />59 <br />60 <br />SILTY SAND (SM) (10YR-6/6) no hydrocarbon <br />12 <br />20 <br />0 <br />61 <br />wde� r, fine grained sand, very stiff, <br />t <br />3t0o 1m0edium <br />52 <br />t <br />63 <br />Reviewed By Date <br />S E C O R Revised By Dale. Page-2-ofj_ <br />