This workshop addresses how citizen advocacy is resulting in cleaner water in the Great Lakes by reducing combined sewer overflows and reducing pollution from Detroit’s sewage treatment plant. Participants will help develop stories and effective strategies to encourage support from the city, sewer agency, regulators, and political leaders. This power point was given by Katie Rousseau, Associate Director, American Rivers.

1. Permitting Green Infrastructure
Katie Rousseau
Associate Director, Clean Water Supply Program
2013 Healing Our Waters
Great Lakes Restoration Conference
S

2. Background
National Research Council (NRC) 2009 report
Urban Stormwater Management in the United States
S The stormwater permit program s over-reliance on general
permits, most of which contain vague, subjective, and
unenforceable permit terms
S The relative lack of permits that require stormwater
management practices that will actually reduce runoff volume
rather than simply convey or detain it

3. EPA s Response
S Objective performance standard that control volume and mimic pre-
development hydrology
S Explicit requirements for green infrastructure measures
S Establishing limits or ceilings on the amount of impervious area
2010 MS4 Permit Improvement Guide

4. Permits need specific,
objective language

5. Objective
Performance
Standards
• 1 of rainfall
• Runoff from a 2
year-24 hour storm
event
• 85th percentile storm

6. California Phase II Permit
E.12.e(ii)(c) Numeric Sizing Criteria for Storm Water Retention and Treatment
The Permittees shall require facilities designed to evapotranspire, infiltrate, harvest/
use, and biotreat storm water to meet at least one of the following hydraulic sizing
design criteria:
(a) Volumetric Criteria
(1) The maximized capture storm water volume for the tributary area, on the basis of
historical rainfall records, determined using the formula and volume capture
coefficients in Urban Runoff Quality Management, (that is, approximately the 85th
percentile 24-hour storm runoff event); or
(2) The volume of annual runoff required to achieve 80% or more capture using local
rainfall data.

7. California Phase II Permit
(b) Flow-based Criteria
(1) The flow of runoff produced from a rain event
equal to at least 0.2 inches per hour intensity; or
(2) The flow of runoff from a rain event equal to
at least 2 times the 85th percentile hourly rainfall
intensity as determined from local rainfall records.

8. Boise, Idaho
Draft Phase I Permit
B.2.a(i) The ordinance/regulatory mechanism must include
site design standards for all new and redevelopment that
require, in combination or alone, storm water management
measures that keep and manage onsite the runoff
generated from the first 0.6 inches of rainfall from a 24-hour
event preceded by 48 hours of no measurable precipitation.
Runoff volume reduction can be achieved by canopy
interception, soil amendments, evapotranspiration, rainfall
harvesting, engineered infiltration, extended filtration, and/or
any combination of such practices that will capture the first
0.6 inches of rainfall.

9. Thank You
Katie Rousseau
American Rivers
krousseau@americanrivers.org
419-936-3759
Permitting Green Infrastructure: A Guide to Improving Municipal
Stormwater Permits and Protecting Water Quality by Jeff Odefey
(http://www.americanrivers.org/newsroom/resources/permitting-greeninfrastructure-a-guide-to-improving-municipal-stormwater-permits-andprotecting-water-quality/)
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