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s <br /> P10 <br /> cpprr„t) GRAPHIC LOG DESCRIPTION <br /> 12 12 Light brown &brown mottled medium sandy, <br /> 2-sch 40 silty clay,moist,low plasticity(CL) <br /> threaded <br /> PVC casmg <br /> Sample B2-3-15 5-16 0 <br /> 14 i 4 Light brown&brown mottled,medium sandy, <br /> 5%Bentonite silty clay,moist,low plasticity(CL) <br /> Cement <br /> Grout40 <br /> i5 <br /> 14 <br /> U-J 16 16 <br /> W <br /> Uj <br /> U <br /> U- <br /> x <br /> D <br /> Z 18 18 <br /> D <br /> O <br /> m <br /> O <br /> O <br /> W <br /> m <br /> 2: 20 20 10 <br /> Sample B2-4-20 Y-21 0 <br /> 0 0 1s Brown silty clay(CL), moist, <br /> medium plasticity <br /> 22 22 <br /> 24 24 <br /> ----------------------------------------- <br /> 13 Sample 112-5-25 5'-26 0 <br /> Light brown, medium sandy clayey silt(ML) <br /> 0 33 moist low plasticity No odor <br /> 26 26 <br /> blows <br /> 2« <br /> 10 Continues <br /> 8 <br /> EXPLANATION Bonng Log and Well Completion Details MONITOR <br /> Wattrkveldunngdnllrng contacts. MW-5 (Boring B-2) WELL <br /> Solid where certain <br /> Water level to completed well Dotted whereapprozrmate <br /> Location of <br /> © dna sample - _ - Dashed where urceAarn NOmelhnl COriStTUChOn Company, Inc <br /> L—t an 111ZX1 i-tachured where gradational 1045 W Charter Wa 5 <br /> sampk waled y <br /> for chemical analygra est K <br /> Estmutd permeability Stockton,California <br /> ® sieve sample (hydraulic conductivity) <br /> 1K-prLnAry 2K-secondary <br /> ® Grab sample NA No recovery ARTESIAN ENV)RONMPNTAL CONSULTANTS 040-01-01 <br /> l00SHORELINE HIGHWAY0295B MIIIVALLPY CALMORMA94941 (415)381-6456 <br />