SDWRF Ultraviolet (UV) Disinfection Facility Sample Clauses

SDWRF Ultraviolet (UV) Disinfection Facility. A Technical Memorandum will be prepared for this task discussing alternative UV equipment, reviewing facility location, hydraulic profile, and design parameters including UVT and Dose. Multiple types of UV equipment will be described and compared, including the Trojan UV3000Plus and Signa products, the Ozonia Aquaray 3X, and the Wedeco Xxxxx. Sleeve cleaning, equipment access, and expected replacement schedule for lamps and ballasts will be compared. The hydraulic profile will be evaluated considering current facilities and a future deep bed filter facility located to the east of the existing filters. Locations for new on-site reclaimed water (RCW) pumps will be evaluated as will a connection point to allow use of potable water as an emergency backup. A competitive equipment pre-selection will be completed after the Technical Memorandum is reviewed by the City. Engineer will develop detailed technical equipment specification with support technical specification to be included in a Request for Proposals from UV equipment manufacturers. Firm equipment costs quotes and guaranteed power use and replacement part prices (tied to index) will be requested in the RFP. Engineer will work with City to determine selection criteria that may include equipment cost, annual costs, equipment features, ease of operability, ease of maintainability, safety, references, and number of installations in the United States and/or abroad, and other factors as decided by the City. One model of UV equipment will be selected for detailed design, but this contract may be amended to allow for final design of UV facilities for two or more types of UV equipment. Final design will be for the UV equipment chosen as part of the competitive pre-selection. It is anticipated that the UV facility will be located outdoors with a canopy, similar to the North Durham UV facility. Facility shall be designed to treat a peak flow of 60 mgd to meet effluent permit limits and to pass a peak hydraulic flow of 75 mgd, and shall be expandable by building future channels in the future to treat more flow or to more stringent limits. Develop a construction sequencing approach for construction of new facility and tie-ins with existing facilities. Design new RCW pumps and tie in to existing distribution network. The existing UV facility will be demolished after construction.
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