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r~ <br />15 <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />Project: <br />CHEVRON 9--5775 <br />Project No.: 077.41991.043 <br />_ <br />Baring Location: <br />301 WEST KETTLEMAN LANE, LODI, CA.Drown By. T.Z. <br />Subcontractor and Equipment: CME 75 <br />CASCADE I Logged By: D.E. <br />1� <br />�SompCmg Method: <br />SPLIT SPOON <br />Monitoring Device: <br />Start Date/rime: <br />6/14/00L/0900 <br />Finish Date/rime: 6 14 OQ 1730 <br />b <br />First Water (bgs): 55' <br />Stabilized Water Level (bgs): 57,3' <br />Surface Elevation: NA Tap Casing Elevation: NA <br />E <br />ia <br />_ o <br />'� <br />LITHOLOGIC DESCRIPTION <br />CL a <br />C <br />�. a <br />" <br />(color, groin size, consistency, moisture, other) <br />l"^ <br />in m <br />k <br />1 <br />2 <br />3 <br />f <br />4 <br />5 <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />15 <br />odor, fine grained sand, moist, stiff <br />14 <br />12 <br />0 6 <br />(0,25,60,15) <br />7- <br />8- <br />9- <br />910 <br />10__ <br />SANDY SILT (ML) (10YR-4/4) no Hydrocarbon <br />F <br />14 <br />odor, fine rained sand, very stiff, moist <br />97 <br />a 11 <br />(0,25,6 '15 <br />28 <br />12- <br />�-^ <br />131 <br />1 <br />Log of Boring /lrlonitor'ing Well: <br />MW—c9B <br />Comments: <br />14 <br />15 <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />17 <br />odor. fine rained sand, very stiff, moist <br />24 0 16 <br />(0,25,60,151 <br />26 <br />17 <br />1� <br />19 <br />22 <br />31 0 20 <br />SANDY SILT (ML) (10YR=4/4) no hydrocarbon <br />45 21 <br />odor, fine grained sand, hard, moist (0,40,50,10) <br />16 1 1111111 1 CLAYEY SILT (ML) (10YR-5/4) no hydrocarbon <br />34 a 26 odor, fine grained sand, .hard, moist (0,15,50,35) <br />35 <br />Boring Abondonment/ <br />Well Construction Details <br />Traffic—rate <br />Christy Bax <br />Cement <br />Grout <br />2'0 Sch.4D <br />PVC Blank <br />Casing <br />Reviewed By. Dote: <br />o.:<ea Rv nm+ <br />