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r <br />P <br />16760 <br />�_ _._..;...� 6760 <br />FE[' .1 C i"? <br />6720 <br />� n <br />"KID 6720 <br />.. Ch N,,I -.:AL e._. - ....C'S <br />-II 6680 <br />6640 <br />6600 <br />FIGURE 1 <br />SECTION IV, WEST PILE <br />-- -- - - - - -- - -- - 6560 <br />1 6720 <br />=I.I6 (DRY) �tl =110 <br />1.18(WET7 0 -36 °- -6680 <br />Cy0 <br />�/ FS= 1.75(DRY) <br />1.23(WET) <br />' s tl =120 <br />0 <br />C =0 <br />F5= .88(WET) <br />0.88 (WET) <br />-6640 <br />FIGURE 3 <br />SECTION IV, EAST PILE <br />16600 <br />. -FS= 1.34 DRY) <br />_1.34 WET) <br />tl =110 <br />0 =36° <br />- FS =3.RR DRY -- — -' - 6660 <br />2.97(WETL_ - <br />C -0 _ <br />FS= 2.96(DRY) <br />120 2.21 (WET) <br />0- 30° <br />C = 0 <br />(6640 <br />6600 <br />FIGURE 2 <br />SECTION V, EAST PILE <br />- '6560 <br />LEGEND <br />SLOPE PROFILE & SOIL BOUNDARIES <br />- - -4 - -- PIEZOMETRIC SURFACE <br />— - FAILURE SURFACE <br />I�ttlltlltllttltltllllltttlt�lllttl <br />20575 _ <br />SCALE: 1" = 40' /�� /AM COTTER CORPORAT ION <br />MCDERMID ENGR. ASSOC. INC. SCHWARTZWALDER MINE <br />WASTE PILES <br />GEC -HYDRO CONSULT.,INC. FEB. 1983 <br />RESULTS OF STABILITY ANALYSIS- EXISTING WASTE PILES <br />PI ATr I <br />