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Project: <br />CHEVRON <br />9-5775 <br />Project No.: 077.41991.043 <br />Log of Boring/Monitoring Well: <br />MW -12B W-12 p <br />L7 <br />Boring Location: 301 WEST KETTLEMAN LANE, LODI, CA. Drawn By. T.Z. <br />Subcontractor <br />and Equipment: <br />CME 75 CASCADE <br />Logged BY D.E. <br />2- <br />Sampling Method: SPLIT SPOON <br />Monitoring Device: <br />Comments; <br />hart Date/rime: 6/15/00//0900 Finish Dote/Time 615/00//1530 <br />rust Water <br />(bgs): <br />55' Stabilized Water Level (bgs): 56,$' <br />`1 <br />4- <br />Surface Elevation: <br />NA Top Cosing Elevation: NA <br />Boring Abandonment/ <br />E <br />Z <br />0 <br />a <br />�. <br />F, <br />Well Construction Details <br />LITHOLOGIC DESCRIPTION <br />9 <br />E <br />o <br />4 <br />a <br />o <br />6 <br />d <br />(calor, grain size, consistency, moisture, other) <br />Traffic—rated <br />� <br />m <br />a <br />n <br />� <br />a_ <br />o <br />3 <br />/ Christy Boz <br />17 <br />0 <br />1 <br />2- <br />3- <br />349 <br />4- <br />9 <br />0 <br />6 <br />6 <br />7- <br />9- <br />9 <br />17 <br />27 0 tl <br />45 <br />12 <br />15 <br />17 <br />35 0 16 <br />36 <br />17 <br />18 <br />19 <br />28 20 <br />26 0 <br />50 7, <br />1e <br />28 0 <br />35 <br />SECOR <br />SANDY SILT (ML) (10YR--3/4) no hydrocarbon <br />odor. fine grained sand, medium stiff, moist <br />(0, 30.60,10) <br />SANDY SILT (ML) (10YR-3/4) no hydrocarbon <br />odor. fine grained sand, medium stiff. moist <br />(0,30,60,10) <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />odor..fine to medium grained sand, hard, moist <br />(0,40.50,10) <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />odor, fine to medium grained sand, hard, moist <br />(0,30,50,20) <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />odor, fine to medium grained sand, hard, moist <br />(0,30,50,20) <br />Reviewed By. <br />Revised By <br />Dote: <br />Date; <br />Grout <br />2'9 Sch.40 <br />PVC Blank <br />Casing <br />Page 1 of__L <br />