WATER STORAGE TANKS Sample Clauses
The WATER STORAGE TANKS clause defines the requirements and standards for the installation, maintenance, and operation of water storage tanks within a project or facility. It typically outlines specifications such as tank capacity, materials, placement, and safety features, and may require regular inspections or compliance with local regulations. This clause ensures that water storage systems are reliable, safe, and adequate for their intended use, thereby preventing issues related to water supply, contamination, or structural failure.
WATER STORAGE TANKS. Storage capacity of tanks shall be all as mentioned in Schedule A. Unless otherwise issued under schedule ‘B’, water storage tank shall be of rotational moulded, HDPE, ISI marked double layered and as per clause 18.60 and 18.60.A of SSR Part-I.
WATER STORAGE TANKS. A. All proposed projects that include a water storage tank shall be reviewed by VBMU on a case-by- case basis. The tank contractor shall be a specialist in the design and construction of the selected style of tank and shall have built in its own name not less than 10 comparable tanks within the last five (5) years, all of which now are giving satisfactory service. The tank contractor shall have on its staff a full time Professional Engineer licensed in the State of Arkansas with not less than five
WATER STORAGE TANKS. A. All proposed projects that include a water storage tank shall be reviewed by Van Buren Municipal Utilities on a case-by-case basis. The tank contractor shall be a specialist in the design and construction of the selected style of tank and shall have built in its own name not less than 10 comparable tanks within the last five (5) years, all of which now are giving satisfactory service. The tank contractor shall have on its staff a full time professional engineer licensed in the State of Arkansas with not less than five (5) years of experience in the design and field construction of the selected style of tank, and who will be the responsible engineer in charge of the fabricated tank and foundation design. The Developer shall submit a letter giving ▇▇▇ ▇▇▇▇▇ Municipal Utilities a list of references of recent work. The tank contractor shall be responsible for the design, manufacture, delivery, erection, painting, and testing of the water storage tank.
B. Elevated water storage tanks shall have a welded carbon steel water containment vessel and may have either a welded steel or concrete support system. Elevated water storage tanks shall meet the requirements of AWWA D100 or D107, latest edition, depending on the design of the tank. The Developer is responsible for determining if FAA lighting or warning systems are required. The Developer is responsible for installing such systems, if required.
C. Ground water storage tanks with operating capacities of 1,000,000 gallons and less shall be constructed of welded carbon steel. Ground water storage tanks with an operating volume greater than 1,000,000 gallons may be constructed of either welded carbon steel or precast, prestressed concrete. Welded carbon steel tanks shall meet the requirements of AWWA D100, latest edition; and precast, prestressed concrete tanks shall meet the requirements of AWWA D110, latest edition. Precast, prestressed concrete tanks shall be Type III, precast with a steel diaphragm, and shall be prestressed using a continuous, circumferential, wire winding. The use of circumferential tendon prestressing is not permitted.
D. All welded carbon steel tanks shall be coated according to AWWA D102, latest edition. Van Buren Municipal Utilities shall approve all colors. The interior and exterior coating system shall be installed by an experienced contractor certified by the manufacturer and acceptable to the Utility to install the coating system. The coating system shall be installed according to th...
WATER STORAGE TANKS. These shall also include for provision of the following: - (a) HDPE Water storage tanks shall be rotational moulded, cylindrical vertical type/Rectangular all as directed.