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Akron Water Pollution Control Station No Feasible Alternative

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4.3.3. Summary<br />

A brief summary statement follows for the feasibility of sewer separation and express sewers.<br />

4.3.3.1. Sewer Separation<br />

From the original and updated costs presented it is not financially feasible to implement a<br />

system-wide sewer separation CSO control approach. However, it is considered feasible to<br />

implement sewer separation in areas designated as Racks 8, 9, 13, 21, 25, 30 and 39 as<br />

proposed in Integrated <strong>Alternative</strong> #2.<br />

4.3.3.2. Express Sewers<br />

From the analysis and evaluation in the Facilities Plan 98 6 and the Long-Term <strong>Control</strong> Plan<br />

Additional <strong>Alternative</strong>s, 2002 Report 10 implementation of express sewers is not a feasible CSO<br />

control alternative.<br />

4.4. Satellite Storage/Treatment <strong>Alternative</strong>s<br />

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

One of the fundamental alternatives for the collection system evaluated in Facilities Plan 98 6<br />

was for storage and treatment. Within storage and treatment approaches there are three<br />

primary alternatives as follows:<br />

• Deep tunnels.<br />

• Storage basins.<br />

• Treatment basins.<br />

Each of these alternatives was evaluated in detail as described in Section 13.2.1 in Facilities<br />

Plan 98 6 . Excerpts from Sections 13.2.1.2 and 13.2.1.3 follow which describe the type of facility<br />

evaluated.<br />

Storage Basins<br />

Storage basins proposed would provide storage, screening, and settling for<br />

overflow volume from the racks, up to the capacity of a selected design storm.<br />

The most cost effective design storm to be used in sizing each basin was<br />

determined through procedures described later. During a storm event, CSO<br />

currently directed to a receiving stream from a rack, would flow to a basin. CSO<br />

volumes greater than the basin’s volume would flow through a shunt channel and<br />

overflow into the receiving stream.<br />

Screening and odor control would be included with each facility. Course bar<br />

screens positioned in the basin influent channel would remove floatables. The<br />

bar screens would have 0.5-inch clear spacing and would provide floatables<br />

removal and protect downstream equipment from large objects in the CSO. The<br />

bar screens would be cleaned by an electrically driven (~5 hp) rake mechanism.<br />

The odor control system would consist of an activated adsorber unit (carbon<br />

Page 4-18

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