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3 - ';�` +>:., -�--=•• gee —"'::... MINN M <br /> FF <br /> e. a <br /> �� <br /> 'r. <br /> ti <br /> 7 <br /> WEISS ASSOCL4TES <br /> 30- 30 LrrHOLOGY DESCRIPTION <br /> 1111111 11 Jill rl 111l 1111111111111111111111 Bill Jill lin <br /> Clayey SILT(CL),green and orangish <br /> — brown,stiff,damp,8o to go%plastic fines, <br /> 10 to 20%fine gralned sand,low estimated <br /> permeability <br /> Grout --- <br /> w <br /> LU --- <br /> Ll.. 11 n Jlllli 11l I I I I I I r 111111 n IllI1111[11111111!l1llllilllll <br /> Silty SAND(SM),orandsh brown,medium <br /> 40 dense,moist,2010 30%noisplas•Jc fines,70 <br /> LU <br /> 40 '' r'' to 80%fine to medium grained sand, <br /> 5 !I moderate estimated permeability <br /> u- 7.25' <br /> Cr <br /> --. vii <br /> O <br /> rr <br /> C7 <br /> O <br /> .j <br /> V. L <br /> a� <br /> LU <br /> EXPLANATIOH <br /> 7 Water level during drilling(date) Location cf split tube drive sample <br /> Q Water level(date) <br /> Contact(dashed where approximate) 1 Location of split tube drive <br /> 1111 r 11111 11, Gradational Contact sample in brass tube <br /> Subsurface Lithology- Boring B-6 (SJMA, continued) <br />