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. WEISS ASSOCIATES <br /> MW-2 (cont.) <br /> OVA <br /> y GRAPHIC LOG DESCRIPT[ON <br /> 25 25 i <br /> H <br /> W <br /> W <br /> v _ <br /> 4"PVC 30 <br /> 30 casing <br /> P4 - - - - - - - - - - - - -- - - - - -- - -- - <br /> U — — <br /> � - -- <br /> P4 Grout Silty SAND (SM),red-brown,damp <br /> ---- <br /> a <br /> V <br /> 35 35 Sandy SILT(ML),reddish to grayish brown. <br /> Bentonite medium dense,damp,<5%clay,30.40% <br /> fine to medium sand,low to moderate <br /> pellets estimated permeability <br /> CD - - - - - - - - - - - - - - - -- - - - - -- - <br /> _-- Silty SAND(SM), gray-brown,loose,very <br /> 40 _ 40 damp, 20.30%silt,very fine sand, abundant <br /> . — mica flecks, high estimated permeability <br /> - - - - - - ^ _ - - - <br /> {Centact from driller) <br /> P4 n 3 Lane - Silty SAND (SM),grey brc. n, medium <br /> - dense, damp, 30.50%silt, <20/.clay,very <br /> Star sand - - <br /> 45 4� fine to medium sand, moderate estimated <br /> = -- - <br /> — ^b permeability <br /> (Contact from&OW) <br /> w = ......... <br /> w .............' Silty CLAY(CL),gray-brown,wet <br /> 50 BSept 87 50 .. _ <br /> S — 0.02-slotted <br /> 23Ju1y87 = — 4-PVC - - -- - - - - - - - - - - - �- - - - - - - - - - <br /> _ casing SILT(ML),gray-brown,medium dense, <2% <br /> "8 = •,-,- clay, <5%very coarse sand, moderate <br /> estimated permeability <br /> — _ _ _ <br /> 55 55 <br /> _ Silty SAND(SM),reddsh brown mottled <br /> gray, dense, 5.10%clay,20.30%silt,fine to <br /> medium sand,low to moderate estimated <br /> permeability <br /> oz • a <br /> • <br /> Boring Log and Well Construction Details - MW-2 204 E. Lodi Ave., Lodi, CA <br />