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I� <br /> WEISS,4SSOCL4TGS <br /> WELL MW-3 <br /> 0 0 LFHOLOGY DESCRIPTION <br /> Asphalt <br /> Silty SAND(SM),orangish brown,loose, <br /> dry,20 to 30%silt fine to medium grained <br /> sand,high estimated permeability <br /> 5 <br /> Grout 5 <br /> :'ice:•:::.: <br /> '-S-i'S-:•S <br /> F— <br /> LLI r t-•••,-r- <br /> •.., U- <br /> 10 4'PVC <br /> u1 Casing 10 <br /> rrs�i:-• <br /> cc <br /> `•'='=` increasing sand size up to coarse grained <br /> 15 c10%subrounded pebbles to 1/4'diameter <br /> Q + ==, at 15ft. <br /> Z <br /> }iEil71i11 nuttrntttnnntttllluuttu+llrtutttlnut <br /> Sandy SILT(ML),orangish brown,loose, <br /> dry,30 to 40%tine to medium grained sand, <br /> 20 20 moderate to high estimated permeability <br /> O <br /> wClayey SILT(ML),tan to orangish brown, <br /> m -- _ <br /> P5 medium stiff,damp,10 to 20%day,5 to <br /> 25 10%fine to medium grained sand,low <br /> Bentonite __-- estimated permeability <br /> seal <br /> uu #3 sand <br /> -030 filter — <br /> 30 <br /> 0.02 in. _ Silty'CLAY(CL),tan,stiff,dry to damp,10 to <br /> ^-d ^l,ttted — /d, <br /> 30 sift,abundant Iron oxide staining,low <br /> 4'PVC _ _ plasticity,low estimated permeability <br /> I�,r Casing <br /> 35 � 35 <br /> XP A <br /> Water level during drilling(date} ® Location of split tube drive sample <br /> SZ Water level(date) ® Location of split tube drive <br /> ----- Contact(dashed where approximate) sample In brass tube <br /> Gradational Contact Plug sample <br /> Well Construction Details and Subsurface Lithology-Well MW-,3 (SJMA) <br />