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4 <br />1 <br />Project CHEVRON 9-5775 Project No 077 41991 043 <br />Log of Bormg/Monitormg Well <br />MW -14 <br />Boring Location 301 WEST KETTLEMAN LANE, LODI, CA Drawn By T 1 <br />Subcontractor and Equipment. CME 75 CASCADE Logged By D E <br />Sompriing Method SPLIT SPOON Monitoring Device. <br />Comments• <br />tart Date/Tune 6L23/00//0900 Finish Date/Time. 6/23/00//1430 <br />mst Water NO <br />55' Stabilized Water Level (bgs) NA <br />Surface Elevation NA Top Casing Elevation NA <br />Boring Abandonment/ <br />B <br />v <br />S <br />E <br />Q <br />-- <br />�, <br />Well Construction Details <br />LITHOLOGIC DESCRIPTION <br />CL <br />t <br />o <br />o <br />13 <br />:, <br />(color, gram size, consistency, moisture, other) <br />Traffic—rated <br />0 <br />,,, <br />m <br />a <br />a <br />tv <br />o <br />U <br />a: <br />a <br />3 <br />Christy Box <br />D <br />Cement <br />1 <br />Grout <br />2 <br />4"0 Sch 40 <br />PVC Blank <br />3 <br />Casing <br />4 <br />5 <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />6 <br />4 <br />13 <br />fine grained sand, soft, moist <br />5 <br />Bodor, <br />(0,20.70,10 <br />i <br />e <br />9 <br />10 --odor, <br />SANDY SILT (ML) (10YR--4/4) no hydrocarbon <br />12 <br />fine grained sand, hard, moist (0,30,60.10) <br />26 <br />13 <br />11 <br />35 <br />12 <br />i3 <br />14 <br />15 <br />SILTY SAND (SM) (1OYR-5/6) no hydrocarbon <br />to <br />odor, fine to medium grained sand, moist, <br />17 <br />25 <br />16 <br />very stiff J0.60,30,1 0) <br />17 <br />18 <br />19 <br />25 <br />15 <br />24 <br />SILTY SAND (ML) (10YR-4/3) no hydrocarbon <br />ss <br />21—modor, <br />fine grained sand, moist, hard (0,40,50,10) <br />22 <br />23 <br />24 <br />25 <br />CLAYEY SILT (ML) (10-3/4) no hydrocarbon <br />tp <br />26 <br />t 2odor, <br />26 <br />fine grained sand, hard, moist, fine <br />so <br />grovel (5.20,40,35) <br />72829 27- <br />28- <br />29 <br />30 <br />Renewed By Date. <br />S E C O R Revised By Dale: Page 1 ofd <br />