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r-I <br /> W All proposed changes to the Property boundaries or to easements <br /> and right-of ways. <br /> d) Any proposed or anticipated modifications to the current Mining <br /> Plan and Reclamation Plan that was provided to the Owner at Delivery. <br /> e) Any other modification that would change the proposed final <br /> configuration of the Reservoir, interconnects and all other items that are <br /> contained within the property to be purchased by the Owner. <br /> fli. Contractor shall mine and reclaim the Property to provide the following: <br /> a) A Reservoir bottom with either 1) a slope of not less than I percent in <br /> each cell and so that water from all cells will drain to a single low point on <br /> the east side of the Reservoir or Cell or 2) a slope that will enable all water <br /> to drain to a single low point or pool at the east side of the Reservoir or Cell <br /> so that the pump inlet with an invert at the elevation of the Reservoir bottom <br /> can move all but the final 100 ac-ft of the Reservoir or Cell at a rate of at <br /> least 25 cfs. <br /> b) A pad adjacent to the low point in the Reservoir with a surface area <br /> of 200 feet by 200 feet and at the elevation of the existing ground prior to <br /> mining. This site will be used by the Owner to construct a future pump <br /> station. The fill pad shall consist of either native, undisturbed materials or <br /> compacted fill. All slopes shall meet the criteria for Reservoir Slopes as <br /> defined in Item B. ff compacted fill is used to construct the pad, the fill shall <br /> be suitable to provide a bearing capacity of not less than 3,000 pounds per <br /> square foot with less than 1 inch of settlement. All fill shall be compacted to <br /> at least 95 percent of standard Proctor maximum density at a moisture <br /> content between minus 2 and plus 3 percent of Proctor optimum moisture <br /> content <br /> c) A 20-foot-wide gravel surfaced access road with a minimum radius of <br /> 50 feet around the perimeter of each cell and to the pump station pad. <br /> d) Lined below grade water Storage that meets the Design Standard as <br /> defined by the State Engineer Guidelines for Lining Criteria for Gravel Pits <br /> and the criteria of this Construction Agreement <br /> e) Hydraulic interconnect facilities to convey water between each of the <br /> cells that meets the criteria in this Construction Agreement <br /> 0 Any trenches excavated into the bottom of the Reservoir to facilitate <br /> drainage and conveyance of water shall have side slopes at 3H.-I V or flatter <br /> and a bottom width of at least 20 feet. <br /> iv. Owner shall have the option, at its expense, of having surveys of the <br /> Property conducted by its agents, representatives, and contractors. <br /> Construction Agreement—Zadel(v.4-24-08) <br /> 6 <br />