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R~Je 2: Perrnrts <br />• Clean out of pond 9 will require a small area located directly upslope from the pond to be used for sediment <br />dewatering (Figure 2.05.3-14c). Top soil will be stripped from the area and used to form a temporary berm <br />upslope of the drying area. Sediment will be removed from the pond and transpmted to this area Ibr drying. <br />The material will be spread and turned as necessary to facilitate drying. The dried sediment, will be transported <br />[o areas of mine reclamation to be used, as determined by soil analysis, as either soil m- cover material. Upon <br />project completion, the [op soil berm will be respread over the drying area followed by seeding and mulching ns <br />per Section 2.05-4. <br />Diversions are designed, constructed and maintained to minimize adverse impacts to the Irydrologic balance. <br />Placement will not increase the potential for slides or downstream Ilooding, nor endanger property or public <br />safety. Diversions will be maintained m prevent additional cou4~ibuliuns of suspended solids to stream flow <br />and to runoff outside the permit area to the extent possible, using the best technology currently available. 'this <br />will be accomplished with measures that include but are no[ limited to the maintenance of appropriate gradients, <br />the use of various channel linings, revegetalion, roughness, structures, energy dissipaters and detention basins. <br />• <br />• <br />MR-10 <br />2.05-30a <br />(Revised 2/8/05) <br /> <br />