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6720 <br />FS- 1.18(DRY) 0 =I39e �/�f �' - - -- ._6680 <br />119(WET) Rio / <br />23(WET) <br />tl =120 <br />i ° <br />i C -0 II <br />F6= i.32 (DRY) , <br />0.00 (WET) -i 6640 <br />FIGURE 3 S <br />SECTION IV, EAST PILE <br />6600 <br />6760 <br />FEB 161983 <br />6720 MINED LAND RECLAMATION <br />COLO. DEPT. OF NATURAL RE<_^-C:CES <br />R <br />6760 <br />6720 <br />6680 FS - 1.34 ((DRYI <br />1.34 (WETT 0 =38 FS =3.00 DRY! <br />EJJ_ 6680 <br />C =0 <br />- £-_ - -- - �FS =2.96(DRY) <br />--- 8 -120 Z.21 (WET) <br />0. 30° <br />C = 0 <br />6640 <br />6640 <br />6600 <br />FIGURE 2 <br />SECTION V, EAST PILE <br />6560 — - -- - <br />-- - -- - -- -- - 6560 <br />LEGEND <br />SLOPE PROFILE B SOIL BOUNDARIES <br />- - -Y - -- PIEZOMETRIC SURFACE <br />- -- FAILURE SURFACE <br />SCALE. I" - a0' � 111111111205X11111111111 <br />- AAA/ /�` (COTTER CrvI )FAN <br />MCDERMID ENGR. ASSOC. INC. SCHWARTZ WOK ALDER MINE <br />WASTE PILES <br />GEO -HYDRO CONSULT.,INC. FEB. 1983 <br />RESULTS OF STABILITY ANALYSIS- EXISTING WASTE PILES <br />PI ATC 19 <br />