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35 o SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />�^ 50 21 odor, fine grained sand. hard, moist (0,30,50,20) <br />22 <br />m <br />25 <br />F' <br />Project: CHEVRON 9-5775 1 <br />Project No.: 077.41991.043 <br />Log of Boring/Monitoring Well: <br />Boring Location: 301 WEST KETTLEMAN LANE, LODI, CA. <br />Drown By. T.Z. <br />MW -11B <br />Subcontractor and Equipment: CME 75 CASCADE <br />Logged By: D.E. <br />Sampling Method: SPLIT SPaON Monitoring Device: <br />Comments: <br />Start Date/rime: 6/19/00//1045 Finish Date/Time: 6/19/00//1500 <br />First Water <br />(bgs): <br />55' Stabilized Water Level (bgs):54,4' <br />Surface Elevation: NA Top Cosing Elevation: NA <br />Spring Abandonment <br />FE <br />0 <br />� <br />-- <br />Well Construction Details <br />LITHOLOGIC DESCRIPTION <br />d <br />E <br />o <br />a <br />a <br />U <br />Ln <br />v <br />;, <br />(color, grain size, consistency, moisture, other) <br />Troffic-rote <br />to <br />m <br />o <br />2 <br />c� <br />a <br />-- <br />Christy Boz <br />0 <br />Cement <br />Grout <br />p <br />2 <br />2'0 Sch.40 <br />k <br />PVC Blank <br />3 <br />Casing <br />4 <br />g <br />SANDY SILT (ML) (10YR-3/3) no hydrocarbon <br />5 <br />odor, fine grained sand, medium stiff, moist <br />5 <br />7 <br />0 <br />70 6 <br />(0,35,50,15) <br />7 <br />e <br />9 <br />10 <br />SANDY SILT (ML) (10YR-3/4) no hydrocarbon <br />14 <br />odor, fine grained sand, hard, moist (0,30,60,10) <br />35 <br />0 <br />1 i <br />r <br />50 <br />12- <br />213 <br />13- <br />14 <br />14 <br />15 <br />SILTY SAND (SC) (10YR-2/2) no hydrocarbon <br />14 <br />odor, fine grained sand, hard, moist (0,50,40 10) <br />35 o SANDY SILT (ML) (10YR-4/4) no hydrocarbon <br />�^ 50 21 odor, fine grained sand. hard, moist (0,30,50,20) <br />22 <br />m <br />25 <br />23- <br />324 <br />24- <br />2s SANDY SILT (ML) (10YR-4/6) no hydrocarbon <br />35 0 26 odor, very fine grained sand, hard, moist <br />50 (0,30.50,20) <br />27 <br />28 <br />�J 29 <br />a <br />30 <br />Reviewed By. Date: <br />SE C O R Revised Av.- snip. <br />P.— 1 nt 3 <br />