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Exhibit C <br /> The haul road through the permitted site and the area of borrow <br /> excavation are the only components of the mining operation. <br /> Once the topsoil has been salvaged and the haul road constructed, <br /> excavation/hauling operations will begin. The borrow material will be <br /> excavated using large backhoes/loaders and placed directly into truck- <br /> trailer hauling units for transporting to the job site on WCR 47 <br /> roughly 2 miles from the borrow site. <br /> Excavation of the borrow materials will proceed in an east to west <br /> direction. The side slopes of the final excavation are to be at a <br /> maximum gradient of 3:1 (horizontal to vertical). As the borrow <br /> material is being removed, the excavation in the area of the final <br /> slopes will be done at this 3:1 gradient. <br /> Ames Construction will use the existing onsite access road From CR <br /> 66. <br /> (f) Dimensions of land disturbance. <br /> The area of land disturbance is in a rectangular configuration. The <br /> width of the rectangle is approximately 511' on the North End, 793' <br /> on the West End, 707' on the South End and 747' on the East End. <br /> (g) Haul road dimensions. <br /> A small haul road will be built for within the mining area to access the <br /> existing 24' wide 2,600' in length from WCR 66. If necessary, a <br /> motor grader will be used to maintain access of the existing road, <br /> suitable road base material will also be installed to maintain site <br /> access. If dust control is needed, Ames will utilize their water truck <br /> using water from the WAGISTICS water depot on CR 60.5 <br /> (h) Water use. <br /> The only water to be used in conjunction with the borrow site <br /> operation, will be water applied to the on-site roads for dust control. <br /> Approximately 1,000 gallons of water per day will be used for dust <br /> Page 2 of 4 <br />