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Srptcm1xr 2004 Srncra CaalCompany*Y°onMine SeAimmtation PonA077AAJ-Buik Stabi&tyAnafym ~2 <br />2.0 RESULTS <br />Using the described inputs, the stability analysis indicates a static FOS of 1.8 for the downstream <br />slope, which meets the required FOS under applicable provisions of Rule 4.05.9(8)(6). The <br />SLOPE/W computer printouts, located in Appendix A, document all inputs and stability analysis <br />results. This stability analysis result is based on the assumption that construction practice employed <br />for this embankment resulted in embankment material compaction of at least 95% Standazd Proctor. <br />MWH * 1475 Pine Gmm RaoA, Ste. 109 * StcomGoat Springy CokroAo 80487 * (970J 879-6160 <br />c\s.MV..e rrw r~l/'~wrwwndrµgr x..;w n/a <br />s/n/a~w <br />