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0 <br />3 Project: CHEVRON 9--5775 <br />Boring Location: 301 WEST KETTLEMAN LAN <br />E.-. 0 <br />_ $ a LZ <br />CL : <br />w <br />E 0 6 0. V U <br />P, <br />N <br />30 <br />Project No.: 077.41991.043 <br />CA. <br />LITHOLOGIC DESCRIPTION <br />(color, groin size, consistency, moisture, other) <br />Log of Boring/Monitoring Well: <br />MW -5B <br />Boring Abandonment/ <br />Well Construction Details <br />20 <br />SANDY SILT (ML) (10YR-5/4) no hydrocarbon <br />20 <br />0 <br />31 <br />odor, fine rained sand, moist, very stiff <br />20 <br />(0,30,50,20 <br />32 <br />F <br />33 <br />34 <br />35 <br />SANDY SILT (ML) (10YR-5/4) no hydrocarbon <br />20 <br />29 <br />036-0odor, <br />fine to medium grained sand, moist, hard <br />40 <br />(0,25,55.20) <br />37 <br />. <br />�s <br />38- <br />839 <br />39- <br />- <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />18 <br />40 <br />odor. fine to medium grained_ sand, moist, very <br />16 <br />0 <br />41-0stiff <br />(0,30.50,20) <br />23 <br />42- <br />24344 <br />43- <br />r <br />F <br />44— <br />. <br />45 <br />SILTY SAND (SM) (10YR-6/4) no hydrocarbon <br />21 <br />odor, fine to medium grained sand, moist, Hard <br />27 <br />a <br />46— <br />(0.70.20.10) <br />30 <br />47 <br />48 <br />49 <br />St) <br />SANDY SILT (ML) no hydrocorbon odor, fine <br />Cement <br />:: Grout <br />20 <br />grained sand. damp, very stiff (0,30,50,20) <br />20 <br />a <br />St <br />�.. <br />Y5 <br />52— <br />F, <br />54 <br />655 <br />SANDY SILT (ML) no hydrocarbon odor, fine <br />12 <br />0 <br />55 <br />grained sand, we#, very stiff (0.30,50,20) <br />9R <br />18 <br />• <br />57— <br />F <br />58— <br />59 <br />t � <br />F <br />60 <br />CLAYEY SILT (ML) no hydrocarbon odor, fine <br />19 <br />0grained <br />sand, wet, very stiff (0,20,50,30) <br />1 <br />25 <br />61 <br />Ff <br />62 <br />a <br />63 <br />� <br />F <br />Reviewed By. Date: <br />C �i1 <br />K <br />{-� <br />o_. --A n., nnle- <br />Poae_2_af_ 3 <br />