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WEISS ASSOCIATES I I67 <br /> MW-2 (cont.) <br /> OVA <br /> p m I GRAPHIC LOG DESCRIPTION <br /> 25 25 <br /> W <br /> W <br /> W <br /> - 4"PVC 30 - <br /> 30 casing <br /> w <br /> oy Grout --- — `Silty SAND(SM),red-brown,damp <br /> ----- <br /> 35 35 Sandy SILT(ML),reddish to grayish brown, <br /> Bentonite medium dense,damp,<5%clay,30.400/ <br /> - r fine to medium sand,low to moderate <br /> q I pellets " <br /> zimat d permeability <br /> ....,.---• est a per i <br /> �,.�•...�,.�.. lity <br /> - - - - - - - - - - - - - - - - - - - - -- - - <br /> o <br /> Silty SAND (SM),gray brown, loose.very <br /> 40 40 = damp, 20-30%silt, very fine sand.abundant <br /> v° mica flocks, high.estimated permeability <br /> o (Contact from driller) - - - - - - - - -- <br /> w — --- Silty SAND(Sta),gray-brown, medium <br /> pa tl 3 ..cne -- <br /> :� dense, damp, 3050%silt, Q%clay,very <br /> ^tar s.m i <br /> 45 ) ,;5 _ lire to medium sand modera!e estimated <br /> permeability <br /> - - - - <br /> (Contact from driller) <br /> w — -- — <br /> q ---- Silty CLAY(CL).gray-brown,wet <br /> r SOBSept 87 = 5o ---- <br /> Q 0.02"slotted <br /> 23July 87 2 •` _ 4"PVC ---- <br /> casing SILT(ML), gray brown, medium dense,<2% <br /> N0 _ nay,<546 very coarse sand, moderate <br /> estimated permeability <br /> 55 55— Silty SAND(SM).reddish brown monied <br /> r NO — gray, dense,5-10%clay.20-30"e silt,fine to <br /> L = medium sand,low to moderate estimated <br /> Il +- permeability <br /> Boring Log and Well Construction Details - MW-2 204 E. Lodi Ave., Lodi, CA <br />