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x <br />.. • • <br />EXHIBTi' E <br />Section 4 - Revegetation and Topsoil Plan <br />Soil Salvage and Stockpiling <br />Soil material suitable for salvage occurs across the project area as evidenced by current <br />agricultural production. Given that a water feature will be created over the majority of the <br />disturbed area, a surplus of suitable salvageable material exists. Therefore, the soil handling <br />program designed for this project concentrates on the salvage of the most desirable surface soils <br />available. Only surface soils characterized by higher nutrient levels and containing endemic <br />microbial populations will be salvaged. Subsoils otherwise suitable for salvage will be handled <br />as overburden and placed into overburden stockpiles to be revegetated at the close of operations. <br />These materials will provide a quality sub-base upon which salvaged soils will be redistributed. <br />A total of 264,000 cubic yards of soil will be salvaged from the acreage to be disturbed. Table <br />E-2: Soil Salvage Depth Summary depicts the depths to which soil can be salvaged from each <br />map unit to achieve the desired salvage volume, The volume of soil to be salvaged from each <br />unit to make up the soil stockpiles will be decided upon at the beginning of operations. <br />Stockpiles will be protected from operational disturbances to maintain their integrity. Stockpiles <br />will assume as low a profile as possible to decrease wind erosion potential and be oriented, along <br />the longitudinal axis, perpendicular to the prevailing wind direction if aerial conditions permit. <br />When portions of the stockpile are removed for soil redistribution, removal will take place on the <br />leewazd side of the stockpile to avoid disturbance on the windward side. Soil stockpiles will be <br />clearly identified with signs to distinguish them from product, or resource, stockpiles. <br />Soil Stockpile Stabilization <br />Soil stockpiles to remain in place longer than one growing season will be vegetatively stabilized <br />following soil placement during the first appropriate planting season. During construction, the <br />surface of the stockpiles will be left in a roughened condition. Fertilizer will be evenly broadcast <br />over the stockpile at recommended rates and the seedbed roughened to incorporate the fertilizer <br />into the seedbed. Seed, at the specified rates, will then be broadcast over the seedbed Table E- <br />3: Soil Stockpile Stabilization Mixture depicts the species and seeding rates proposed for use. <br />The seedbed will be lightly roughened to cover the seed. The slopes will then be mulched using <br />straw or hydromulch and the mulch anchored to complete the stabilization process. Straw mulch <br />will be applied at a rate of 2.0 tons per acre and hydromulch at a rate of 0.75 to 1.0 ton per acre. <br />On stockpiles with slopes of 2.SH:1 V or less, drill seeding techniques maybe employed to <br />maximize the potential for stabilization. Applied straw mulch would be anchored by crimping <br />under this scenario. <br />Soil Remcement <br />The following guidelines apply to soil replacement over the project area as a whole. During <br />resoiling operations, soil will be redistributed in a manner which: (1) achieves an approximate <br />uniform thickness consistent with safety requirements, post-mining land use objectives, and <br />surface water drainage systems; (2) minimizes compaction and erosion of the soil resource; and <br />(3) minimizes deterioration of the biological, physical, and chemical properties of the soil to the <br />degree possible. Soil will be applied in as thick of lifts as possible to minimize equipment passes <br />over the area to be resoiled. <br />