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.
Sample 1
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Related to Stormwater Diversion Structures

  • Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.

  • Stormwater Notwithstanding any other provisions or terms of this Agreement, Company acknowledges that certain properties within the Premises or on Authority-owned land are subject to stormwater rules and regulations. Company agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Premises, and, if applicable, Company hereby expressly covenants, warrants, and represents to Authority, in connection with Company’s operations on the Premises, the following:

  • Infrastructure Improvements The design, redevelopment and construction and completion of certain infrastructure improvements, including sewer, stormwater, electrical and water main improvements, along with other similar improvements.

  • Stormwater Management The Owner agrees that stormwater management measures shall be applicable to the development of the Lands, in a manner which is in accordance with the provisions of The Drainage Act, R.S.O. 1990, c.D.17 and amendments thereto, and to the satisfaction of the Municipality's Engineer.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • Subloop Elements 2.8.1 Where facilities permit, BellSouth shall offer access to its Unbundled Subloop (USL) elements as specified herein.

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • Infrastructure (a) The Borrower has and will maintain a sufficient infrastructure to conduct its business as presently conducted and as contemplated to be conducted following its execution of this Agreement.

  • Trunk Group Architecture and Traffic Routing The Parties shall jointly engineer and configure Local/IntraLATA Trunks over the physical Interconnection arrangements as follows:

  • Irrigation Systems The Project Area either has no irrigation system or a low-volume drip irrigation system. If a watering system is used, it is a drip irrigation system equipped with a filter, pressure regulator and emitters rated at twenty (20) gallons per hour (gph) or less. The system is maintained free of leaks and malfunctions. No spray irrigation is applied to the Project Area, including spray from irrigation systems adjacent to the Project Area.

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