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ASSOCIATES <br /> �+. WEISS { <br /> l <br /> Boting 54 LITHOLOGY DESCRIPTION <br /> 0dam <br /> - 0 Sandy SILT(ML),dark brown,soft, p• <br /> 70 to 80%nonplastic fines,20 to 30%line to <br /> medium grained sand, <br /> low to moderate <br /> estimated permeability <br /> a,aan,uasaai■ � <br /> dpoartioi aronalolt brown at <br /> 5 6 " <br /> i <br /> r <br /> w <br /> Grout <br /> 10 <br /> t0 <br /> LU I <br /> _ _ _ } <br /> N 7- <br /> Vi—........t I1111111111IIIIIIlil+1111111,1111111111,!1,1,111 <br /> Silty]SAND(SM),orangish brown,hard, <br /> l5 <br /> 15 moist, 40 to,{50%slightly plastic fines, 1 <br /> 50 to 60%fine to medium grained sand, I <br /> o moderate estimated permeability <br /> O <br /> cc <br /> "1 <br /> 2 <br /> 20 <br /> 0 <br /> '1 <br /> O <br /> ...a <br /> LU - 111111111,E 11111111111111111,I11111klkllllllllllltllll,1l111 <br /> m - Silty SAND(SM)to Sandy SILT(ML),light <br /> 25 25 - orangish-brown, hard,moist,40 to 60% <br /> plastic fine's,40 to 60%line to medium <br /> gralned sand,law estimated permeability <br /> 0 30 30 Illlllilll Ikllhlllllllllllllll,1,11111111111+„1111+,11111 <br /> 14 <br /> 7.25" '! <br /> EXPLANT I <br /> t Water level during drilling (date) Location of split tube drive sample <br /> 4 Water level (date) Location of split tube drive <br /> - Contact(dashed where approximate) i sample'in brass tube <br /> 111,1,1111!, Gradational Contact 13 <br /> (S.iMH) <br /> Subsurface LitYtaiogy - B0ri119 B-a <br /> v <br /> ii <br />