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Resolution 8245
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Resolution 8245
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12/15/2025 7:30:26 AM
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12/15/2025 7:29:31 AM
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Resolutions
Resolution Number
8245
Date
12/10/2025
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<br />City of Everett • 2024 Comprehensive Sewer Plan • October 2025 <br />Executive Summary • ES-11 <br />Sewer System Evaluation <br />The system evaluation of the collection and conveyance system for the existing and 20-year planning <br />horizon is summarized in Chapter 7. The system was evaluated for conveyance capacity, condition, and risk <br />and resiliency. <br />The conveyance capacity of the system to convey flows to the WPCF was evaluated using the City H/H <br />model. The model contains the City’s combined and separated systems and is set up to capture both <br />systems’ response to rainfall. Two model scenarios were created to evaluate deficiencies – existing and <br />future (i.e. 20-year planning horizon). Simulation results for peak flow and peak hydraulic grade line at <br />system components were compared to a defined set of capacity criteria. New capital projects to mitigate <br />the deficiencies were determined for each scenario. A rainfall timeseries, referred to as the 15-storm <br />timeseries, was developed and used for model simulations. A version of the 15-storm timeseries that <br />incorporates climate change was developed for use in the future model scenario. <br />A pipe is deemed deficient if the simulated hydraulic grade line at the connecting manholes is within 5-feet <br />of the ground surface in the separated system or 2-feet from the ground surface in the combined system <br />more than five times during the simulation using the 15-storm timeseries. The storm series contains 25- <br />years of historic rainfall condensed to include major storms; therefore, more than five exceedances roughly <br />equate to less than a 5-year level-of-service. Lift stations are deemed deficient if peak hourly flow into the <br />station exceeds the station’s firm capacity or the modeled capacity of the station is insufficient to convey <br />simulated flows thereby causing system backups. <br />Pipeline and lift station conditions were evaluated through site visits, desktop analysis, and through <br />conversations with City Maintenance and Operations (M&O) staff. Lift station condition was evaluated <br />through site visits. To better inform the City’s prioritization of future asset upgrades and replacements, lift <br />station “Asset Health” score was developed that synthesizes each lift station’s existing likelihood of failure <br />(condition) and consequence of failure (CoF). Each criterion is rated on a 1 to 5 scale where higher numbers <br />indicate worse conditions and high criticality, then the scores are multiplied together to get the overall <br />Asset Health score. The resulting scores ranged from 3.1 to 10.5, with two pump stations rating higher than <br />10, 26 pumps stations rated between five and 10 and seven pump stations rated below five. The City <br />directed that lift stations with asset health scores greater than 11 be deemed in poor condition, therefore, <br />none of the lift stations are considered to be in poor condition at this time. <br />Pipe and manhole conditions were evaluated through desktop analysis. The City regularly conducted closed <br />circuit television (CCTV) and inspected pipes using CCTV videos and Granite inspection and scoring reports. <br />The City provided the existing pipe data and directed that all existing 4- and 6-inch diameter sewer mains <br />require replacement and upsizing, and pipes that are over 80 years old are considered as deteriorated or <br />aging and require replacement or rehabilitation within the 20-year planning horizon. Costs were developed <br />for the pipeline rehabilitation and replacement program assuming approximately 30 percent of the pipes <br />will be replaced, and 70 percent will be rehabilitated. <br />A Risk and Resiliency Analysis (RRA) was also conducted using the United States Environmental Protection <br />Agency’s (EPA) risk and resilience assessment framework. This process was used to determine the <br />likelihood of failure and summarize the existing system resiliency for the collection system. As a result, 130 <br />prioritized assets were identified, and 22 threats were selected. Each asset and threat were paired, referred <br />to as an “asset-threat pair”, which indicates that threat has the potential to negatively impact the ability of <br />the asset to function and the City’s ability to continue service. Each critical asset-threat pair was rated with
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