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Reclamation P3an <br />1. Helio meris multiflora was formerly called Gymnolomia <br />multiflora and, at an even earlier time, called Viguiera <br />multiflora. <br />2. Tall wheatgrass and Russian wildrye comprise a very <br />small portion of the seed mix of otherwise all native <br />species. They are included to take advantage of their <br />early vigor in stabilizing revegetated sites and improv- <br />ing the soil surface environment for the establishment <br />of the slow 3eveloping native species. Both tall wheat- <br />grass and Russian wildrye are bunchgrasses and pose no <br />threat to native species by vegetative expansion. Weep- <br />ing alkaili grass (Puccinellia distans) is a native <br />species. In irrigated cropland,alfalfa will be replanted <br />at the rate of five pounds per acre. <br />Soils <br />1. A topsoil balance calculation has been performed. This <br />recalculation is shown in Table 4.4-SS and indicates <br />that there will be enough topsoil to reclaim all areas <br />to an average depth of eighteen inches, including those <br />. areas where no topsoil will be salvaged. The adjusted <br />totals are reflected on Pages 2-34 and 3-2 of the appli- <br />cation. <br />2. It is not specified on Page 3-1 of the application that <br />"two feet of nontoxic, noncombustible cover material" <br />will precede the two feet of "best available material" <br />on the refuse pile. <br />The Division is, by virtue of 4.10.4 (4), given the au- <br />thority to "allow less than" the arbitrary four foot <br />minimum of cover material on a reclaimed refuse pile. <br />Less than four feet of material can be allowed based <br />upon physical and chemical analysis that will show that <br />the revegetation requirements of 4.15 can be achieved. <br />Analyses of material will logically take place after <br />the material is available, which should clear the way <br />for a Division stipulation in this regard. <br />3. The 100 year floodplain map (Figure 4.3-45) has been re- <br />vised and clearly shows that no water will reach the top- <br />soil stockpile as was originally anticipated. In fact, <br />the controlling structure of the adequately sized haul <br />road culvert will insure that flood surges will be sta- <br />bilized prior to reaching Salt Creek's downstream struc- <br />tures. <br /> <br />