Laserfiche WebLink
osasz <br />Banks and Gesso, LLC <br />4.10 Location of stockpiles for topsoil and overburden <br />Screening berms consisting of stockpiles of overburden and topsoil (and excess <br />mined material, if necessary) will be placed around the mining areas as needed to <br />minimize visual impact from County Road 3 and County Road 5. <br />4.11 Drainaoe control on site <br />The site will be graded as necessary to direct all stormwater runoff from disturbed <br />areas into the pit area. There will be no off-site drainage from disturbed areas. All <br />precipitation will gather in the pit and seep into the ground or evaporate. <br />4.12 Road impacts from operation and anticipated improvements of roads <br />Haul trucks will both enter and leave the site at the existing accesses on County <br />Road 3, or via a new entrance to be constructed off County Road 5 to the east edge <br />of the mine site. Trucks may use either CR 3 or CR 5 to State Highway 131. <br />These roads are 24 feet wide dirt roads that are sprayed with magnesium chloride <br />and water pumped from Smith Creek for dust control. State Highway 131 is used to <br />transport material primarily north to Steamboat or occasionally south to other project <br />areas. It is anticipated that water will continue to be required for dust control along <br />the County roads. <br />The applicant will work with the County Road and Bridge Department to enter into a <br />Road Improvement and Maintenance Plan prior to commencing operations in the <br />expanded area. <br />See Section 12.0 for a copy of the Traffic Study for this project. <br />King Mountain Sand & Gravel Mine February 2006 <br />King Mountain Gravel, LLC Page 7 <br />