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Project: CHEVRON 9-5775 1 Project No.: 077.41991.043 <br />Loy of Boring/1rlonitoring Well: <br />MW-1 4 <br />Boring Locotion: 301 WEST KETTLEMAN LANE, LODI, CA, Drawn By. T.Z. <br />Subcontractor and Equipment: CME 75 CASCADE Logged Br D.E. <br />Sampling Method: SPLIT SPOON Monitoring Device: <br />Comments: <br />i Start Date/rane: 6123/00//0900 Finish Date/T me: 6/23/00//1430 <br />irst Water <br />(bgs): <br />55' Stabilized Water Level (bgs): NA <br />Surface Elevation: NA Top Casing Elevation: NA <br />goring Abandonment/ <br />Z <br />8 <br />Eti <br />? <br />F-'Well <br />Construction Details <br />LITHOLOGIC DESCRIPTION <br />E <br />` <br />1i <br />sCL <br />o <br />in <br />(n <br />y, <br />(calor, grain size, consistency, moisture, other) <br />Traffic—rated <br />V1 <br />o <br />a <br />3 <br />Christy Box <br />Cern en t <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 />41.3 <br />odor, fine rained sand, soft, moist <br />5 <br />6 <br />(0.20,70,101 <br />7 <br />8 <br />9 <br />10 <br />SANDY SILT (ML) (10YR--4/4) no hydrocarbon <br />12 <br />odor, fine grained sand, hard, moist (0,30.60,10) <br />26 <br />1.3 <br />11 <br />35 <br />12 <br />13 <br />14 <br />.: <br />15 <br />SILTY SAND (SM) (10YR-5/6) no hydrocarbon <br />10 <br />odor, fine to medium grained sand, moist. <br />17 <br />25 <br />0 <br />16 <br />very stiff 0,60,30,10 <br />17- <br />7 <br />18 <br />;. <br />19 <br />5 <br />515 <br />20 <br />SILTY SAND (ML) (10YR--4/3) no hydrocarbon <br />55 <br />21 <br />odor, fine grained sand, moist, hard (0,40,50,10) <br />22 <br />23 <br />24 <br />to <br />25 <br />CLAYEY SILT (ML) (10-3/4) no hydrocarbon <br />26 <br />1.2odor, <br />26 <br />fine grained sand, hard, moist, fine <br />50 <br />gravel (5,20,40,35) <br />27 <br />283 <br />1 <br />29 <br />30 <br />SECOR <br />Reviewed By. <br />Date: <br />Revised By. Dole: Page 1 of 3 <br />