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<br /> <br />6. Sediment control features and structures are the saroe as <br />the runoff control structures. Additional data !s <br />Included concerning their function. <br />T. The small amount of topsoil that is available will tie <br />stockpiled at the location shown at this time. Other <br />locations will be chosen in con unction with operations <br />as operations are extended to more distant areas. There <br />!s no subsoil available. The sand being used in <br />reclamation is that in the loadout benches, and the same <br />as that being produced for use !n the raw materials. <br />There will be no separate storage area for this material. <br />Data !s Included on the particle size of this material. <br />The existing topsoil will be used as far as It goes, but <br />the growth medium over most of the reclaimed area will be <br />the sand, with manure mixed Into the surface at the rate <br />of at least 15 tons per acre. There will be at least 6 <br />inches of this mixture. <br />On the original tree pad detail, 6 inches oP growth <br />medium is called for. The loadout benches will be <br />entirely constructed of the sand, so no additional <br />covering will be necessary. <br />EXHIBIT E - Reclamation Plan <br />8. This is to confirm that HOLNAM will use at least half of <br />the loadout benches In reclamation. <br />Spacing of tree pads and benches along strike will not be <br />specified since It has no bearing on the effectiveness of <br />the structure. All calculations are made on the basis of <br />a one-foot wide section of the structure, draining a one- <br />foot wide drainage area up-slope, resulting !n a design <br />specific length of the drainage area for any structure <br />regardless of the random strike length of the structure. <br />HOLNAM commits to leaving no slope longer than the <br />Unit Drainage Length of the structure below !t. <br />Approximate locations of structures are shown on Exhiiblt <br />E, Sheet 2, but experience may alter these locations. <br />However, by conforming to the principal of leaving no <br />slope longer than the Unit Drainage Length of the <br />structure below lt, structure substitutions can be maide <br />without changing the effectiveness of the plan. <br />9. From the original tree pad detail, HOLNAM commits to <br />placing 6 inches minimum of growth media (not topsoil) on <br />the tree pads. If the blast surface material is not fine <br />enough, then sand mixed with manure will be used. <br />Otherwise, the manure will be mixed directly with they <br />makerial broken up In the blast of the tree pad. <br /> <br />