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2004 Senora Coal Comparry * Yoort Minr Sedimrntation Paxd 013 ArvBuik Stability Analytic ~ 3 <br />2.0 RESULTS <br />he described inputs, the stability analysis indicates a static FOS of 1,9 for the downstream <br />which meets the required FOS under applicable provisions of Rule 4.05.9(8)(6). The <br />/W computer printouts, located in Appendix A, document all inputs and stability analysis <br />This stability analysis result is based on the assumption that construction practice employed <br />embankment resulted in embankment material compaction of at least 95% Standazd Proctor. <br />MWH * 747 Aine Grove RaaA, Ste. 709 * Stromboot Syrrngt, CO/OrvA° 80487 * (970J 879-6260 <br />cU'~.e.~we,iA ,i~PoMO,i.fAVbrn8lg4 x.d.N t,/a <br />n/'//ap <br />