Akron Water Pollution Control Station No Feasible Alternative

not possible to provide full treatment, or even hydraulically pass, a peak flow of 210 MGD or
higher. In addition to the existing 10 MG SRT, the secondary bypass conduit must be available
for intermittent and limited use to prevent overflow of process tanks and channels and
associated property damage via loss of biomass.
From these conclusions, the alternative evaluation to follow in Section 4 will begin with an
established treatment capacity of 110 MGD.
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