Overwater Structures Sample Clauses

Overwater Structures. In addition to shading, over-water structures that create areas of darkened water can impede or delay long- shore migrations of juvenile salmonids. Studies in Washington State have shown that schools of juvenile chinook and chum salmon pause in their migration when encountering an over-water structure that creates a darkened area of water, such as a marginal wharf or wide pier. Piers that are constructed close to water or are made of dark materials, such as treated wood, are especially daunting to migrating fish (e.g., Pentec, 1997). In the Xxxxxxx Access Project, there is little expectation that an elevated bridge, constructed of concrete, would create light conditions that would impede salmon migrations, although the low elevation causeways along the northeast edge of the airport under the northern bridge alternatives (C3a, C3b, C4) could cause fish to alter their migration corridors.
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Related to Overwater Structures

  • Master Feeder Structure If permitted by the 1940 Act, the Board of Trustees, by vote of a majority of the Trustees, and without a Shareholder vote, may cause the Trust or any one or more Series to convert to a master feeder structure (a structure in which a feeder fund invests all of its assets in a master fund, rather than making investments in securities directly) and thereby cause existing Series of the Trust to either become feeders in a master fund, or to become master funds in which other funds are feeders.

  • Buildings and Structures 1. Repair or retrofit of buildings less than 45 years old. 2. Removal of water by physical or mechanical means. 3. Installation of exterior security features and early warning devices on existing light poles or other permanent utilities.

  • 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.

  • Management Structure Describe the overall management approach toward planning and implementing the contract. Include an organization chart for the management of the contract, if awarded.

  • Corporate Structure The corporate structure, capital structure and other material debt instruments, material accounts and governing documents of the Borrowers and their Affiliates shall be acceptable to the Administrative Agent in its sole discretion.

  • PRICING STRUCTURES Licenses and Support Services for the Licensed Programs to which this OST applies are granted according to the pricing structures mentioned in the related Transaction Document. Standard pricing structures are defined in the section “DEFINITIONS” of this OST, even though those pricing structures may not be applicable to the DS Offerings to which this OST applies. Other pricing structures may be made available on a case by case basis.

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

  • Structural 3.4.1. Layout structural systems with dimensions and floor elevations. Identify structural systems (including pre-cast, structural steel with composite deck, structural steel bar joists); with preliminary sizing identified. 3.4.2. Identify foundation systems (including fill requirements, piles, caissons, spread footings); with preliminary sizing identified.

  • Structure a) The committee will meet as necessary at times determined by the Association and TEBA. b) The Association and TEBA shall each bear the cost of their participation in this committee. c) The Association and TEBA will each appoint three (3) representatives to the committee. d) The committee will be chaired jointly.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed, and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

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