Pipe Lining Clause Samples

The "Pipe Lining" clause defines the requirements and procedures for installing, repairing, or maintaining pipelines within a project. It typically outlines the standards for materials, workmanship, and safety measures that must be followed during pipe lining activities, and may specify inspection protocols or quality assurance steps. This clause ensures that all pipe lining work meets agreed-upon technical and safety standards, thereby reducing the risk of defects, leaks, or future maintenance issues.
Pipe Lining a. When used in sanitary sewer applications, ductile iron pipe and fittings shall be lined with 40 mils of Protecto 401 Ceramic Epoxy liner or equal. All bells and spigots shall be lined with a minimum of 8 mils of Protecto 401 or approved equal. b. The liner shall meet the manufacturer’s recommendations.
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Pipe Lining. A. Epoxy: 1. Unless otherwise specified, pipe and fittings shall be lined with a liquid epoxy as specified in AWWA C210 with the following exceptions: a. No coal tar products shall be incorporated in the liquid epoxy. b. The curing agent may be an amidoamine as well as the other curing agents listed in AWWA 2. The lining shall be applied to a minimum thickness of 16 mils in not less than two coats.
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Related to Pipe Lining

  • Gas If Customer has selected a Gas Fixed Rate, Customer’s Price will be based on the Fixed Rate(s), plus the Administration Charge, set forth in the Application, which includes RITERATE ENERGY’s compressor fuel and transportation charges, administrative and transaction costs and the Gas Balancing Amount and any Regulatory Charges (defined below).

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • 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.

  • Toilet Facilities The Employer provides the Contractor access to toilet facilities. Temporary chemical toilets are provided by the Contractor where deemed necessary.

  • 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 (▇▇▇) ▇▇▇-▇▇▇▇. 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.