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GEOTECHNICAL STABILITY EXHIBIT <br />32. The Division agrees that [he slope stability analysis in the original permit and approved by the Division for <br />those slopes adjacent to the Fulton Ditch and [he Excel Energy Power Poles is adequate as i[ relates [o those <br />same structures in [he amendment azea. However, your plan shows that the O.SH : 1 V tempotazy highwall <br />along the east property line is as much as 30 feet higher than the highwalls reviewed for the original permit. <br />Added highwall height, especially if it is neazly doubled will greatly affect slope stability. Provide a slope <br />stability analysis for [he east highwall and demonstrate that your extraction plans for [hat azea will not <br />create concern for off-site damage or stability problems for the structures listed in items 30 and 31 above. <br />Stipulation No. 1 <br />"Mining will no[ occur within two fee[ of [he groundwater table in any azea where groundwater is no[ <br />already exposed to the surface until [he State Engineer's Office approves a substitute supply plan or another plan <br />that allows such exposure of ground water." Please state whether you agree to this stipulation as a condition for the <br />approval of Amendment No. 1. <br />