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Akron Water Pollution Control Station No Feasible Alternative

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treatment. Other bases supporting a finding of no feasible alternative may also<br />

be available on a case-by-case basis.<br />

As a result, the CSO Policy expressly provides that a CSO related bypass may be authorized<br />

within an NPDES permit if the necessary demonstration is set forth within the CSO long-term<br />

control plan. This necessary demonstration is set forth in the City’s LTCP. An additional,<br />

updated demonstration is set forth in this report.<br />

2.3. Background<br />

2.3.1. Facilities Planning Efforts<br />

The City of <strong>Akron</strong> is proactive in their management and planning of wastewater infrastructure.<br />

Planning studies prepared in recent years are listed below. Documents 5, 7, 9, 10, and 15<br />

present fundamental elements of the City’s proposed Long Term <strong>Control</strong> Plan selected<br />

alternative and demonstrate the need to maintain the secondary bypass conduit for limited use.<br />

This NFA report includes synopses from these previously submitted documents.<br />

1) The <strong>Akron</strong> Facilities Plan – 1980, this document is a plan for improving and<br />

upgrading the entire wastewater infrastructure from collection through<br />

treatment and disposal.<br />

2) City of <strong>Akron</strong> Activated Sludge Plant Stress Test – 1994, this test concluded<br />

that flows over 110 MGD flood the aeration tanks and causes degradation of<br />

the final clarifiers. Hydraulic capacity is limited by the aeration tanks and final<br />

clarifiers.<br />

3) City of <strong>Akron</strong> Activated Sludge Plant Stress Test – 1997, this test concluded<br />

flow must not exceed 120 MGD for Secondary treatment to be effective.<br />

During the test, it was noted that adding polymer did not have any effect on<br />

final clarifier suspended solids.<br />

4) CSO System Wide Study – 1995, this study concluded that streams receiving<br />

CSO discharge would not improve to known water quality standards if all<br />

CSO discharges were eliminated. The physical conditions of the streams<br />

would not be able to attain targeted aquatic life use even if all CSOs were<br />

eliminated.<br />

5) Facilities Plan ’98 – 1998, this plan is an update to the 1980 Facilities Plan. It<br />

includes alternatives for improving the combined sewer system and means of<br />

reaching water quality requirements.<br />

6) City of <strong>Akron</strong> CSO System Wide Study – Phase II – 1998, this study<br />

documents the combined sewer system operation during a storm event,<br />

attainability of CSO receiving waters, and biological and chemical impacts of<br />

the CSOs in and around the combined sewer flows.<br />

7) Facilities Plan ’98 <strong>Alternative</strong>s – 1999, this is a summary of five Integrated<br />

<strong>Alternative</strong>s.<br />

8) <strong>Akron</strong>, Ohio WPCS Primary Settling Tank Flow Study – 1996, this study<br />

determined that the primary settling tanks could have a peak flow of<br />

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