Riverside Interceptor Sample Clauses

Riverside Interceptor. With the addition of the Development flow, the existing twenty-four inch (24”) Riverside Interceptor will experience a maximum flow of 8.34 million gallons per day (“mgd”) and a d/D that is greater than the acceptable maximum. In order to reduce the resulting d/D of the existing twenty-four-inch (24”) interceptor, flow from the Hawk’s Nest Lift Station force main and the Fairway Trunk Main must be rerouted into a new parallel twenty-four inch (24”) pipe along the same alignment. a. The existing pipe section can handle approximately 5,617 additional ERUs (@155 gpd per ERU) before reaching design maximum. b. The City will adopt a surcharge for this improvement within one year of recording this agreement, evaluated annually based on the regional Construction Cost Index. The surcharge to be paid with each building permit within the Property that contributes to this section of sewer main line. The Owners will pay the surcharge as required by the adopting ordinance. c. The Owners will only be responsible for its proportionate share of the costs, engineering, and construction associated with the Development’s impacts.
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