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L J 1 L l� ♦ U ♦. w- v v � �. 1\ L J V ` �♦ ti+ k J � 1 ♦ V <br /> MONITOR WELL MW-3 <br /> PID GRAPHIC DESCRIPTION • <br /> wit LOG <br /> 0 <br /> Christy box 0 — <br /> San <br /> andy SILT(ML)brown medium stiff,dry, <br /> 8 nsry b x 1ago%fiLne sand,low est K,no odor <br /> �- cap <br /> Grout <br /> 2 2 <br /> Clayey SILT(ML)dark brown,medium stiff <br /> damp,2x '/°clay,5-10%fine sand,low <br /> 4_sch 40 <br /> PVC casing est K.no actor <br /> W <br /> uW. 4 4 <br /> W Sandy SILT(ML)brown medium stiff, <br />- -- - ¢ - - --- - -- - --- - - ---- - - damp,5 101%clay,20-30%fine sand,low- - - — - <br /> LL - _ <br /> a ti: <br /> o ^' <br /> 0 <br /> Iz <br /> c� <br /> W <br /> = 8 <br /> W <br /> o } <br /> 10 10 " •" <br /> Sandy SILT(ML)brown with gray mottling, <br /> medium stiff damp 25-35%fine sand, <br /> ,4 low-moderate est K no odor <br /> 0 <br /> k; <br /> 12 12 <br /> I � Irl �lilil , i - <br /> IrL Radius G 2 • 6 <br /> COnUnues <br /> EXPLANATION <br /> Z Water level during dnllmg(date) Logged by Mike Edmonson <br /> SZ Water level (date) Supervisor Kathleen Isaacson <br /> Contact(dotted where approx) Dnthng Company P C Exploration <br /> - - - Gradational(hachured),uncertain(dashed)contact Driller Joe Eades <br /> © Location of recovered dnve sample DnUtng Method 11"Hollow stem auger <br /> Location of drive sample sealed for Dazes Drilled 2/28/89 <br /> chemical analysis Well Head Completion Christy box&locking cap <br /> Grab sample Type of Sampler T'split barrel <br /> TD Total depth=315 ft <br /> est K=Estimated permeabihty(hydrauhc conductivity) <br /> Boling Log and Well Completion Details MW-3 Chevron Facility # 94275 <br /> WGR Project No 1-10405 Stockton , CA <br />