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-*- <br /> r. <br /> wErss assacwrFs PM <br /> Borfng 8-3 <br /> 30 30llTHOLOGY DESCRIPTION <br /> -' 35 35 rll[111111 11 llii111f E11111111{Illllllllllltllllllllllllllll <br /> Silty Clay(CL),graanish brown,stiff,damp, <br /> Uj ---- 80 to 9096 plastic tines,10 to 20%fine <br /> Grout grained sand,low estimated permeability <br /> —• � <br /> I=essing moisture and S to 10%pebbles to <br /> 40 40 ---- 114-at 39 ft. <br /> luj <br /> 12Sept$6'�' --- - <br /> -3 =` Silty SAND(SM),greenish brown,hard,wet, <br /> U- _ 20 to 30%nonplastic fines,70 to 80%fine to <br /> 7.25' medium grained sand,moderate estimated <br /> permeability <br /> D <br /> Z <br /> O <br /> �7 <br /> _. p <br /> x <br /> w <br /> 0 <br /> EXPLANATION <br /> 4 Water level during trilling(date) location of split tube drive sampl-3 <br /> S2 Water level(date) <br /> --- 'Contact(dashed where approximate) Location of split tube drive <br /> "MM-1 I Gradational Contact sample In brass tune <br /> Subsurface Lithology- Boring B-3 (SJMA,continued) <br />