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<br />4. The dimensions of constructed channels of areas 1, .3 and 4, <br />including proposed Construction materials and methods; <br />5. The volume of material necessary to construct the proposed <br />sediment pond embankment, and design specifications. The <br />material source location, inlet and outlet details ,ind channel <br />protection should be addressed; <br />The erosion protection methods to be implemented below the new <br />culvert crossings, including location of material s~~urce <br />areas. If constructed channels will be used to con~rey culvert <br />outflows to the stream channel, dimensions of the channels, <br />construction materials and location of these ma teri;~ls should <br />be addressed; <br />7. The amount of material to be removed at the road re+jlignment <br />area, and the volume of material to be backfilled apt the old <br />scale site should be addressed. If the road cut vo'PUme is less <br />than the required backfill volume, the location from which the <br />deficit material will be obtained should be addressed. Also, <br />the acreage of the backfill area, and volume of nec~~ssary plant <br />growth medium should be provided. <br />SGR/eke <br />0738E <br />