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Exhibit D <br /> (e) All features have been previously addressed in the <br /> Reclamation Plan. <br /> (2) Cost estimate to reclaim the site. <br /> The point of maximum disturbance to site will be when the excavation <br /> activities are finished. Due to the configuration of the borrow, <br /> reclamation activities would not begin until that time. <br /> Since the excavation slopes were left at a 3:1 gradient during the <br /> borrow removal process, the remaining reclamation work would <br /> consist of removing the perimeter berms and placing the topsoil <br /> materials over the disturbed areas followed by the application of the <br /> recommended soil amendments, seed and mulch. <br /> Ames will only be seeding the slopes of the new pond to eliminate <br /> erosion of the bank of the pond, the breakdown is below. <br /> 1. Placement of salvaged topsoil: <br /> Quantity = 7,314 cubic yards <br /> Equipment: Self-loading scraper (similar to CAT 623) <br /> Dozer (similar to CAT D6) <br /> Labor: 2 equipment operators and time foreman <br /> Production rate: 130 cubic yards per hour <br /> Hours required to complete = 2,314/150 = 48 hours <br /> Equipment costs per hour = $ 240.00 <br /> Labor costs per hour = $ 150.00 <br /> Total per hour = $ 390.00 <br /> Equipment and Labor Total = 48 hours x $ 390 = $ 18,720 <br /> Page 2 of 3 <br />