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MONITOR WELL MW-3 <br /> PID GRAPHIC DESCRIPTION <br /> t°pn"} LOG <br /> ' 0 0 <br /> Chris box Sandy SILT(ML)brown,medium stiff,dry <br /> &lodung cap 10-20%fine sand low est K,no odor <br /> Grout <br /> ' 2 2 rtt <br /> Clayey SILT(ML)dark brown,medium stiff, <br /> 4"sch 40 damp,20-301%day,5-10%fine sand,low <br /> PVC casing est K,no odor <br /> Uj <br /> LU <br /> 4 4 <br /> ' Sandy SILT(ML)brown,medium stiff <br /> Udamp,5-10%day,20-30%free sand low <br /> t¢i est K,no odor <br /> tr <br /> 1 O c' <br /> Z <br /> s s <br /> o <br /> 0 <br /> LU <br /> M s s <br /> tz <br /> L r <br /> ' 10 10 <br /> Sandy SILT(ML)brown with gray mottling <br /> medium stiff,damp,25-Wlo fine sand, <br /> 4 low-moderate est K,no odor <br /> L <br /> ' 12 12 <br /> r � ri � �I� rr <br /> In.Radius o 2 4 6 <br /> Continues <br /> ' EXPLANATION <br /> Z Water level during dnllmg(date) Logged by Mike Edmonson <br /> Q Water level(date) Supervisor Kathleen Isaacson <br /> ' Contact(dotted where approx.) Dnlhng Company P C Exploration <br /> Gradational(hachured),uncertain(dashed)contact Dnller Joe Eades <br /> © Location of recovered drive sample Drilling Method 11"Hollow stem auger <br /> ' Location of drive sample sealed for Dates Drilled 2/28/89 <br /> cherrucal analysis Well Head Completion Christy box&locking cap <br /> Grab sample Type of Sampler 2"split barrel <br /> est K=Estimated permeability(hydraulic conductivity) TD Total depth=315 ft <br /> ' Boring Lo and Well Completion Details MW-3 Chevron Facility # 94275 <br /> WGR Pro ect No 1-10405 Stockton , CA <br />