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Overview of unified stormwater sizing criteria

Overview of unified stormwater sizing criteria
Overview of unified stormwater sizing criteria
Target Current State or Local Sizing Criteria
Recharge (Vre) or Infiltration

Regular Waters: None required, although recharge and infiltration are strongly encouraged through better site design and stormwater credits.

CSW Permit Special Waters: Full infiltration of the excess runoff volume from the two year-24 hour storm event is one option contained in the CSW Permit to meet the requirement for temperature control for trout streams.

Other Sensitive Receiving Waters: Recharge recommended as a local option.

Recharge may be restricted or prohibited in certain settings, as outlined in the Recharge and Infiltration Criterion below.

Water Quality (Vwq)

Regular Waters: Apply MPCA Sizing Rule 1 or 3 in 2003 CSW Permit, depending on BMP used.

CSW Permit Special Waters: Apply MPCA Sizing Rule 2 or 4 in 2003 CSW Permit, depending on BMP used. Additional BMPs required under CSW Permit Appendix A (B) for special waters.

Other Sensitive Receiving Waters: Recommend expanded sizing criteria for most-sensitive lakes, trout streams (in CSW Permit), susceptible wetlands and impaired waters, as described later in this section.

Channel Protection (Vcp)

Regular Waters: No current state requirement. It is recommended that communities adopt a criterion for either 24-hour extended detention of the 1-year, 24-hour design storm or one-half of the 2-yr, 24-hr pre-development peak flow when revising or adopting local stormwater ordinances for peak flow control (and eliminate two-year peak discharge requirements).

CSW Permit Special Waters: One- and two-year design storm peak discharge and volume control required in four special water categories (wilderness, trout lakes, lake trout lakes, and scientific and natural areas).

Other Sensitive Receiving Waters: 12-hour detention of water is recommended as the most for discharge to trout streams (to prevent heating), while other sensitive receiving waters should maintain the 24-hour minimum.

Overbank Flood (Vp10)

Current Local Requirement: Varies but typically involves either 10-year design storm peak discharge control, or a combination of 10- and 25-year design storm peak discharge control.

CSW Permit Special Waters and Other Sensitive Receiving Waters: No additional requirements.

Extreme Storm (Vp100)

Current Local Requirement: Varies but frequently involves 100-year design storm peak discharge control. In other cases, peak discharge control is waived if development is excluded from ultimate 100-year floodplain, or an acceptable downstream hydrologic analysis indicates it is not needed. Stormwater BMPs must be designed to provide safe overflow of the 100 year-peak discharge even if extreme storm control is not required at the site.

CSW Permit Special Waters and Other Sensitive Receiving Waters: No additional requirements.