Pump Station Sample Clauses

Pump Station. A. General
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Pump Station. A. Wet Well and Valve Vault
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Pump Station. Sewer service shall be provided by constructing sewer lines, a force main, and a pump station. The pump station will serve Service Basin #25 per Sierra Development Basin Analysis report by Xxxxxxx and Associates (10/27/2010). The final location of the pump station may be different from that shown in the report. The flow from the pump station shall be received by the Brightleaf sewer system in the vicinity of Copper Leaf Parkway. The maximum flow allowed is 2,200 gallons per minute. For the offsite sewer main and pump station, the Developer shall make offers to purchase easements and/or property based of fair market value. If the offsite property owners do not accept those offers the City may pursue condemnation of the land or permit the Developer to place the pump station on their property. If this alternative is selected the wastewater will be treated by the City of Durham. All sewer Improvements, including size, location, and service area shall meet City Requirements.
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Pump Station. All works associated with the pump station including, but not limited to, the pump station structures, control building, all mechanical, electrical and control equipment, electrical supply to the site, telemetry and monitoring equipment and the inlet and outlet structures. It shall also include any modifications to the outlet channel in the immediate vicinity, i.e. that area effected by the actual construction of the pump station outlet spillway and energy dissipater structures at the discharge point to the outlet channel.
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Pump Station. The existing Pump Station will be replaced by a new pump station to be owned, maintained and operated by FUSC. FUSC will remove the new pump station when construction of the public trunk sewer to serve the Property is completed.
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Pump Station. Siting Evaluation Perform an initial desktop screening of up to four (4) siting alternatives. After completing the desktop screening, develop up to two (2) conceptual site plan alternatives of the two preferred siting alternatives based on City review and comment. Prepare AACE Class 4 cost estimates for the two (2) preferred siting alternatives. Perform a simplified Triple Bottom Line (TBL) evaluation with the City to select the preferred siting alternative prior to proceeding further with preliminary design. Include at a conceptual level pump station building layout and orientation, emergency generator accommodations, access road, parking, valve and meter vaults, and preliminary piping layout for pump station inlet piping, discharge piping, and other major site features. Alternatives to be evaluated in the initial desktop screening are anticipated to include: ▪ Locating the pump station in the location shown on the 10% plans prepared by HDR, utilizing the existing access from NW 18th Loop. ▪ Locating the pump station to the north end of the City owned upper lot along the south side of NW 18th Avenue, with deep vertical turbine pump cans and access from NW 18th Avenue. ▪ Locating the pump station on a portion of open land currently owned by the neighboring property owner to the west of the existing site. ▪ Locating the pump station on a vacant parcel on the east side of NW 18th Loop, with access from XX Xxxxx Street. Develop criteria that will be used to evaluate the alternatives. Coordinate with the City in developing criteria and provide a completed set of criteria to the City for review and comment prior to the workshop. Using a simplified TBL evaluation spreadsheet, participate in a workshop to select the preferred alternative. Following workshop with the City, finalize the TBL evaluation spreadsheet for inclusion in the technical memorandum prepared under Task 4.4.
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