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<br />L <br />• <br />1.0 Introduction <br />The existing side slopes for the R.O.M. (Run-Of-Mine) pad expansion have slopes on the order <br />of 1.38H:1 V (including a rock buttress) as compazed to the 2H:1 V slope that was initially <br />designed and permitted. Slope stability analyses were performed on the as-built cross section to <br />determine the factor of safety for the steeper slope of 1.38H:1 V. Figures 1 and 2 show the <br />approximate location of the expansion pad cut-slope and fill-slope. <br />P:~06~26~030ULOMpileVetter.doc <br />