Pump Station Clause Samples

Pump Station. A. Wet Well and Valve Vault 1. Test wet well for water-tightness. Perform water-tightness test in the presence of the Town. 2. Water-tightness test shall be in accordance with ACI ▇▇▇.▇▇/▇▇▇▇ 400 "Testing Reinforced Concrete Structures for Water-Tightness." Plug influent line and fill wet well with water to 6-inches below the force main pipe. Allow water to sit for 24 hours to allow for absorption by the concrete. There shall be no loss of water over a 24 hour period. If the water level has dropped the test may be run again at the Contractor’s option. If the test fails a second time, the interior of the wet well shall be coated with water proofing compound and the wet well retested. 3. Vacuum test may be used upon approval of the Town. Test shall meet the requirement for manhole testing as indicated in Paragraph 4.02 – MANHOLES of these requirements. 4. Submit record of test signed by the Contractor.

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.

Pump Station. The Developers acknowledge that the existing Cheshire Road pump station (“Pump Station”) does not have sufficient capacity to service this Development without further improvements. The required improvements increasing the capacity of the existing Pump Station are referred to herein as the “Improvements”. The Pump Station shall be upgraded at the required capacity, in accordance with the required specifications as directed and approved by the City of Sunbury, necessary to serve 188 residential units (comprising sections 1 & 2) on the Property and ▇▇▇▇▇▇▇▇▇’▇ additional parcel containing approximately 9.266 acres and known as Delaware County Auditor Parcel Number 41713402005000. The Developers shall be responsible for reimbursement of up to $509,000 for all costs associated with the Improvements, which includes the preparation of detailed construction drawings for the Improvements, all necessary permits, construction and all other ancillary items required by the City of Sunbury for a complete installation. Such reimbursement amount, less the stated contingency within the Improvements budget, shall be due at the start of construction of the Improvements to the Pump Station. The stated contingency shall be made available at the time and to the extent use thereof is required for construction. Construction of the Improvements to the Pump Station is to commence by no later than December 15, 2025, with completion estimated to occur by no later than August 1, 2026.

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.

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 ▇▇▇▇▇▇▇ 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.

Pump Station. Siting Evaluation