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will be an ongoing process throughout the mining operation as ground conditions evolve. Additionally, <br /> interim sediment control BMPs will be installed as needed to manage sediment and erosion during <br /> construction and until the site has been stabilized. The plan includes seven stockpiles, as illustrated in <br /> Drawings C-10 and C-11. Table 4.1 provides the available volume, approximate maximum height, and <br /> footprint area for each stockpile. <br /> Figure 4.2: Stockpile Development Constructed from Cyclone Underflow <br /> :lf <br /> p / <br /> • <br /> Table 4.1: STOCKPILE GEOMETRY <br /> Approx. <br /> Available Volume Perimeter <br /> Stockpile (cy) Maximum Area(ft2) Length (ft) <br /> Height(ft) <br /> Stockpile 1 700,000 40 790,000 4,870 <br /> N1 4,400,000 110 2,700,000 10,113 Partially Filled 2024 <br /> N2 950,000 90 750,000 4,000 <br /> N3 8,300,000 150 2,600,000 8,350 <br /> N4 8,869,794 150 2,600,001 5,520 <br /> West 1,000,000 40 1,300,000 9,790 <br /> East 2,300,000 120 1,200,000 4,300 Loadout Pile <br /> DS Embank 863,000 50 583,000 2,700 <br /> TOTAL 27,382,794 12,523,001 <br /> 12 <br />