Stormwater Diversion Structures Sample Clauses

Stormwater Diversion Structures. The authorized Valmy area stormwater diversion structures VP-D1, VP-D2, and VP-D3 would be consumed by the proposed pit expansions. Two new diversion structures, Upper Valmy and Millennium, would be constructed upgradient of the proposed pit areas. The Upper Valmy Diversion structure would route stormwater to an unnamed natural drainage to the northeast while the Millennium Diversion structure would route stormwater to an unnamed natural drainage to the southwest. The Millennium Diversion structure would be designed to withstand the 500-year, 24-hour stormwater event and would remain as a post-reclamation feature. The Upper Valmy Diversion structure would be designed to contain the 100-year, 24-hour storm event during operations. This diversion structure would be reclaimed at closure and an additional stormwater diversion structure would be constructed within the footprint of the Valmy Pit, designed to withstand the 500-year, 24-hour stormwater event. To reduce the incidence of ponding within the Millennium Catchment Area, a xxxxxx dam would be constructed in the Trout Creek drainage to the west of the New Millennium Pit. Water would be conveyed via two 36-inch high-density polyethylene (HDPE) pipelines north where the water would outlet back into the existing Trout Creek Diversion below the existing Trout Creek Dam. Xxxxxx dam overflows would follow the natural Trout Creek drainage into the Millennium Catchment Area.
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