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*be flexible to respond to special site and receiving water conditions: be expanded to adequately protect unique receiving waters, and to be reduced or eliminated in certain development situations where they are inappropriate or infeasible.</p> | *be flexible to respond to special site and receiving water conditions: be expanded to adequately protect unique receiving waters, and to be reduced or eliminated in certain development situations where they are inappropriate or infeasible.</p> | ||
+ | <p>'''The individual articles comprising this section on Unified sizing criteria may be viewed as a [[Unified sizing criteria combined|single article]].'''</p> | ||
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#[[Unified sizing criteria]] | #[[Unified sizing criteria]] | ||
− | + | #[[Recharge and infiltration criterion (Vre)]] | |
− | + | #[[Water quality criteria]] | |
− | + | #[[Channel protection criteria (Vcp)]] | |
− | + | #[[Overbank flood protection criteria (Vp10)]] | |
− | + | #[[Extreme flood control criteria (Vp100)]] | |
− | + | #[[Adapting stormwater criteria for receiving waters]] | |
− | + | #[[References for Unified Sizing Criteria]] | |
− | + | #[[Literature review summary for Unified Sizing Criteria]] | |
− | + | #[[Stormwater sizing for redevelopment projects]] |
A unified framework is presented for addressing stormwater sizing criteria in the context of the MPCA Construction General Permit (CGP) and local stormwater management requirements, if chosen by the local community. The unified approach addresses five different sizing criteria, as shown below.
In addition to these sizing criteria for regular waters, this Manual describes how sizing criteria can be adapted to provide greater protection for special and other sensitive waters of the state. The goal of the unified framework is to develop a consistent approach for sizing stormwater practices that can
The individual articles comprising this section on Unified sizing criteria may be viewed as a single article.