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beginning at the east edge of the pit area and proceeding west within the banks of the <br />creek until the creek hits the west property line of the SW '/< of Sec. 2, T7N, R45W. <br />Mining close to the west and east ends will stay back 200' from the roadway and the <br />adjoining property owner Excavation will continue as gravel is needed for local road <br />operations and as the supply remains available. Gravel could be mined as deep as 15 <br />feet. There is no overburden as the pit will be in the creek bed. <br />Some stockpiling may be done at the site, but most of the gravel will be utilized <br />as it is mined. Stockpiling that does occur will parallel the creek bed and be at the <br />extreme edge of the flow area as shown on the attached map. No processing is <br />anticipated at the pit. <br />The pit will continue to operate annually. The supply is undetermined, but it is <br />expected to last indefinitely because of the limited use of the pit. Mining will begin as <br />soon as all the proper permits are obtained. <br />The equipment to be used in the pit area will be a dozer, front end loader, and <br />trucks. All equipment maintenance will be done at the county shop in Holyoke and not at <br />the pit site. <br />No water will be used in the gravel mining process. Groundwater is well below <br />the anticipated depths of mining. <br />EXHIBIT D -Reclamation Plan <br />The pit area lies within the banks of the normally dry Frenchman Creek. The <br />creek area only has a vegetative cover in dry periods. Flood waters destroy such <br />vegetation periodically. No topsoil will be put in the creekbed since it would only be <br />washed downstream during the next heavy rainfall. Therefore, no vegetation will be re- <br />established after the gravel is mined. If any of the creek banks do inadvertently get <br />disturbed, said banks will be backsloped from the bottom of the creek to the bank edge <br />at a slope no steeper than 3: 1. <br />Portions of the existing creek banks are currently grassed. They range in <br />steepness from 2:1 to 3:1 slopes. <br />If any of the banks are disturbed, they will be re-seeded. The Haxtun Natural <br />Resource Conservation Service has been contacted for recommendations for top soil <br />placement, cover mulch, and seeding requirements. Their recommendation is included. <br />If banks get disturbed, any top soil in the banks will be stockpiled for use in reclamation. <br />Those stockpiles would be seeded to prevent wind erosion. <br />The main reclamation plan for the pit is to allow the flood waters of the <br />Frenchman Creek to smooth out and reclaim said pit. This means of reclamation is <br />agreeable to the owners. The area will essentially be returned to being a dry, creekbed, <br />which is its present state. <br />EXHIBIT E -Maps <br />Location Map <br />USGS Quad Map <br />Site Map <br />Mining Plan Map <br />Reclamation Plan Map <br />