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existing roads. The new private access road will conform to the general driveway <br />construction standards set by Chaffee County. The dimensions for the new <br />private access road are 24ft wide and SOOR long. Roads will be crowned with a <br />minimum of a 2% slope to allow for drainage off the road. A natural channeled <br />side ditch will provide drainage for possible stotmwater runoff. Flow directions <br />ate shown on exhibit E -Reclamation Plan. <br />11, The owner of the road that runs through the property in aNorth- South direction <br />is V. Paul Moltz. The only landowner Mr. Nick Demos having a vacation <br />property to the south of Mr. Molt's property has a prescriptive easement which is <br />being replaced with a recorded easement on Moltz Ranch Road. <br />l2, Mining Phases located on mine plan exhibit. <br />13. Mining will occur 20-28 ft above ground water. Additional ground water data <br />information attached as exhibit G. <br />14, ACA Products Inc. 702 Gregg Drive, Buena Vista, Co 81211 will supply water <br />- - -for ariy 1ia617oad dust control.- - _ ,. _ -- ~ _ .. _ _ -~ ~ _ Y = ~ , __ <br />15. The bank of the Arkansas River elevation is 7790 ft. Allowir-g 2ft for the high <br />watermark the100 year floodplain would be approximately 8 ft above Uvs <br />elevation at 7798ft. The Bray Allen Irrigation ditch which we piped in 2003 has <br />an elevation of 7818-7822 ft. That leaves approximately 20 ft between our road <br />and the potential danger for flooding. The potential for offsite impacts under a <br />worst case scenario are little to none. FIRM Map attached as Exhibit H. <br />16. We have applied for a screening and or crushing permit with Chaffee County. <br />Crushing wi[I only occur if a large project with CDOT or a Private Contractor <br />calls for material on the 24/285 corridor. We have addressed this with Chaffee <br />County who suggested we apply for the special use permit. Screening of material <br />will occur throughout the winter months. State permits requested include the <br />screening equipment. <br />17. Mr. V. Paul Molts owner of the affected land will be the only user of the river <br />access road at this time. The Park and Recreation facility would be caned and <br />regulated with the Chaffee County Government should the access became public. <br />18. Design of the River Park will be left to an architect specializing in park <br />development. At this time we do not have plans for the retaining walls as far as <br />dimensions and stability, No retaining walls will be constructed at this time. <br />19. All available topsoil from the mining site will be salvaged and redistributed at an <br />amount greater than 6 inches.`The current steep exposed face will have little or <br />no topsoil available approximately 2.7 acres. Exhibit E- Reclamation Plan <br />Topsoil quantities revision. <br />20. The shrub species to be used with the seed mix is Basin Big Sagebrush and the <br />proposed rate in pure live seed will be 3PLS per acre. <br />21. The permitted acreage drainage characteristics and soil classification show very <br />little if any runoff. The soils located in this area have high infiltration rates. The <br />proposed detention ponds will consist of creating onsite depressions to slow down <br />the rate of flow and to act as a detention basin. No water will be stored in these <br />depressions. <br />22. Division of Minerals and Geology estimate of reclamation <br />