North Triangle Stormwater Basin Sample Clauses

North Triangle Stormwater Basin. The North Triangle Stormwater Basin consists of all areas within the North Triangle which lies to the northwest of the Main Property. The North Triangle Basin is underlain with a mix of till and outwash soils. Stormwater runoff from the southeast third of the North Triangle (which is underlined with till soils) flows to the northwest, where it infiltrates in the outwash soils covering the remaining two‐thirds of the basin. The infiltrated stormwater eventually flows into Ravensdale Creek. In the developed condition, stormwater runoff from the North Triangle development will be infiltrated in the lower portion of the site along with runoff from offsite that currently infiltrates on the lower portion of the North Triangle. Runoff from roof tops and other non pollution generating surfaces do not require water quality treatment prior to infiltration and are proposed to be infiltrated directly. The North Triangle is proposed to be developed with commercial and office space and will require enhanced water quality treatment. In addition, the outwash soils between the site and Ravensdale Creek do not provide sufficient treatment to allow for phosphorous treatment credits to be applied to the basin, therefore, phosphorous removal will be required onsite. The options available for water quality treatment of runoff from pollution generating surfaces prior to infiltration include; large sand filter, amended sand filter, stormwater treatment wetland, compost amended filter strip and two facility treatment trains. Where possible sand filters are proposed to co‐exist with landscaping and then to infiltrate below the sand filter. In addition to infiltrating runoff from the North Triangle, a combination of LID measures are proposed for the North Triangle consisting of one or more of the following; reduced street widths, use of native or adapted plants in landscaping and porous pavements.
Sample 1
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Related to North Triangle Stormwater Basin

  • 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.

  • 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:

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • WATERBEDS The Tenant: (check one) ☐ - Shall have the right to use a waterbed on the Premises. ☐ - Shall not have the right to use a waterbed on the Premises.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • Water Resources Four (4) Union Stewards unless the unit falls below sixty (60) employees and then not more than two (2) Union Stewards.

  • Potable Water Contractor shall provide potable water and ice for the Stage 2 Site use, and ensure that a safe and plentiful supply of potable water and ice is available for all activities on the Stage 2 Site until Substantial Completion of Subproject 3. The water and ice for human consumption shall be of suitable quality.

  • PROJECT FINANCIAL RESOURCES i) Local In-kind Contributions $0 ii) Local Public Revenues $0 iii) Local Private Revenues iv) Other Public Revenues: $0 - ODOT/FHWA $0 - OEPA $2,675,745 - OWDA $0 - CDBG $0 - Other $0 SUBTOTAL $2,675,745 v) OPWC Funds: - Loan $299,000 SUBTOTAL $299,000 TOTAL FINANCIAL RESOURCES $2,974,745

  • MINES The Contractor represents and warrants that neither it, its parent entities (if any), nor any of the Contractor’s subsidiaries or affiliated entities (if any) is engaged in the sale or manufacture of anti-personnel mines or components utilized in the manufacture of anti-personnel mines.

  • Electric Storage Resources Developer interconnecting an electric storage resource shall establish an operating range in Appendix C of its LGIA that specifies a minimum state of charge and a maximum state of charge between which the electric storage resource will be required to provide primary frequency response consistent with the conditions set forth in Articles 9.5.5, 9.5.5.1, 9.5.5.2, and 9.5.5.3 of this Agreement. Appendix C shall specify whether the operating range is static or dynamic, and shall consider (1) the expected magnitude of frequency deviations in the interconnection; (2) the expected duration that system frequency will remain outside of the deadband parameter in the interconnection; (3) the expected incidence of frequency deviations outside of the deadband parameter in the interconnection; (4) the physical capabilities of the electric storage resource; (5) operational limitations of the electric storage resources due to manufacturer specification; and (6) any other relevant factors agreed to by the NYISO, Connecting Transmission Owner, and Developer. If the operating range is dynamic, then Appendix C must establish how frequently the operating range will be reevaluated and the factors that may be considered during its reevaluation. Developer’s electric storage resource is required to provide timely and sustained primary frequency response consistent with Article 9.5.5.2 of this Agreement when it is online and dispatched to inject electricity to the New York State Transmission System and/or receive electricity from the New York State Transmission System. This excludes circumstances when the electric storage resource is not dispatched to inject electricity to the New York State Transmission System and/or dispatched to receive electricity from the New York State Transmission System. If Developer’s electric storage resource is charging at the time of a frequency deviation outside of its deadband parameter, it is to increase (for over-frequency deviations) or decrease (for under-frequency deviations) the rate at which it is charging in accordance with its droop parameter. Developer’s electric storage resource is not required to change from charging to discharging, or vice versa, unless the response necessitated by the droop and deadband settings requires it to do so and it is technically capable of making such a transition.

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