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D <br />YH0 <br />H E H <br />k n <br />H <br />O-0HO <br />It <br />xx (A H <br />th O <br />H C1 <br />OH <br />Hag <br />Q. <br />Cy <br />HH <br />g� <br />cy]dfn <br />lZ-3 O CA <br />G3 <br />Oapth Sample <br />In Foot rSymbol Elevation 469 <br />Bro.n si1Ly floe sons. Upper <br />SM 1.0 foot root affected. <br />® SM Gray silty flno to coarse <br />sand with fine grovel. <br />Grades from dense to very <br />S.i sense with depth. weawly <br />camantod. <br />CL <br />Test pit completed In very <br />dense till at 6.5 feet. <br />iNo ground water oncountoroo. <br />10 <br />1 <br />-I <br />1'Vertical Scale: I inch = 5 feet <br />G4 <br />Depth Sampla <br />In Faat rSymbol Elevation 478 <br />0 ® SM Brown silty fin. to Peak u. <br />sand .Ith occasional grave 1. <br />Upper 1.0 foot root of fected. i <br />SM Gray comontod silty flno <br />j to coarse sons. occasional <br />fine 19rove I. Grades from <br />5 dense to very dense (tl1 U <br />10 Test pit comploLad in vary <br />dense till. <br />No ground voter encountered. <br />Log of Bockhoe Pits <br />Domes 8 Moore <br />} Job No. 695-446.016 <br />Plate 28 <br />