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• ~ • <br />trucks. Access routes will be provided parallel to the route <br />of the relocated channel. This will provide ease of access <br />for removal of tl~e excavated material and deposition of rip <br />rap while minimizing disturbance to the adjacent area. <br />material removed during the excavation process will be <br />deposited adjacent to the new channel along its eastern <br />perimeter. Such material will be deposited i.n stable slope <br />configuration of 12 horizontal: 1 vertical. The slope will <br />occupy an ap.pro;tinate area of 3 acres. Topsoil removed <br />during the. excavation process will be replaced on the slope <br />and stabilized. Stabilization practices evill include <br />scarifying, seed.i~tg and mulching. The seed mixture will <br />include the following: <br />Western Wheat Grass - 35~ <br />Smooth Brome - 290 <br />Streambank Wheat Grass - 21b <br />Hard L'escue - 8 0 <br />Birdsfoot Trefoil - 7$ <br />The seed will be drilled at the rate of 14 pounds per acre <br />and mulched. The mulch will be applied at the rate of 4,000 <br />pounds per acre and crimped in. The seeded area will be <br />protected from grazing in accordance with the criteria <br />established in 4.15.5 of the regulations. <br />2 <br />