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to 0 35 60 15 <br />F <br />7- <br />8- <br />10__ <br />10 <br />20 o 11 ;``: <br />35 <br />12 <br />14 15 <br />15 0 16 <br />28 <br />17 <br />18 <br />19 <br />25 20 <br />35 0 <br />5o <br />20 <br />33 0 <br />5o <br />Log of Boring/Monitoring Well: <br />MW --13 <br />Comments: <br />SANDY SILT (ML) (10YR-4/6)no hydrocarbon <br />odor, fine grained sand, hard, moist (0,25,55,20) <br />SILTY SAND (SM) (7.5YR-4/6) no hydrocarbon <br />odor. fine to medium grained sand, moist, <br />very stiff (0.80.20,0) <br />SILTY SAND (SM) (7.5YR-4/6) no hydrocarbon <br />odor, fine to medium grained sand, moist, <br />CLAYEY SILT (ML) (7.5YR-4/6) no hydrocarbon <br />odor, fine grained sand, hard, moist (0.25,45,30) <br />p Reviewed By. Dote. <br />S E C O R Revised By. Dote: <br />Boring Abandonment/ <br />Well Construction} Details <br />Christy Box <br />Grout <br />4`0 Sch.40 <br />PVC Blank <br />Casing <br />Page L of3. <br />Project: CHEVRON 9-5775 1 Project No.: 077.41991.043 <br />Boring Location: 301 WEST KETTLEMAN LANE, LODI. CA. Drawn By. T.Z. <br />Subcontractor and Equipment: CME 75 CASCADE Logged By. D.E. <br />Sampling Method: SPLIT SPOON Monitoring Device: <br />a�'Start Date/Tune $ 30 00 0830 finish Dole/Time: 613010OZZ1400 <br />irst Water <br />(bgs): <br />55' Stabilized Water Level (bgs):56.8' <br />a <br />Surface Elevation: NA Top Cosing Elevation: NA <br />E <br />d <br />E <br />= <br />9! <br />n <br />_J <br />L.ITHOLOGIC DESCRIPTION <br />E <br />s <br />v <br />n <br />4n <br />b <br />(rotor, grain size, consistency, moisture, other) <br />cn <br />0 <br />0 <br />a <br />o <br />a <br />D <br />1 <br />2- <br />34 3- <br />4 <br />` <br />2 <br />5 <br />SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />14 <br />0 <br />6 <br />odor, fine rained sand, very soft. moist <br />to 0 35 60 15 <br />F <br />7- <br />8- <br />10__ <br />10 <br />20 o 11 ;``: <br />35 <br />12 <br />14 15 <br />15 0 16 <br />28 <br />17 <br />18 <br />19 <br />25 20 <br />35 0 <br />5o <br />20 <br />33 0 <br />5o <br />Log of Boring/Monitoring Well: <br />MW --13 <br />Comments: <br />SANDY SILT (ML) (10YR-4/6)no hydrocarbon <br />odor, fine grained sand, hard, moist (0,25,55,20) <br />SILTY SAND (SM) (7.5YR-4/6) no hydrocarbon <br />odor. fine to medium grained sand, moist, <br />very stiff (0.80.20,0) <br />SILTY SAND (SM) (7.5YR-4/6) no hydrocarbon <br />odor, fine to medium grained sand, moist, <br />CLAYEY SILT (ML) (7.5YR-4/6) no hydrocarbon <br />odor, fine grained sand, hard, moist (0.25,45,30) <br />p Reviewed By. Dote. <br />S E C O R Revised By. Dote: <br />Boring Abandonment/ <br />Well Construction} Details <br />Christy Box <br />Grout <br />4`0 Sch.40 <br />PVC Blank <br />Casing <br />Page L of3. <br />