National Flood Policy—ASFPM 2015 Recommendations C. Stormwater & Watershed Management Recommendation Watershed Management C-1 PROMOTE WATERSHED APPROACHES a) “Recommend or require holistic, LID, GI and No Adverse Impact (NAI) stormwater approaches at state and local levels for the management of runoff to reduce flood damage throughout watersheds and for the protection of water quality, natural systems and groundwater recharge.” [FEMA, EPA, USACE, MitFLG] Explanation/rationale The goal of watershed management should be the preservation of natural processes and existing habitat while protecting/improving water quality, water for beneficial uses, groundwater recharge and ensuring any potential increase in future flood hazards is mitigated. Green infrastructure (GI) and Low Impact Development (LID) can be defined as the natural and man-made landscapes and features that can be used to manage b) Emphasize and foster the integration of floodplain, runoff. Examples of natural green infrastructure include habitat, and water quality programs within all forests, meadows and floodplains. Examples of manwatershed management approaches at state and local made green infrastructure include green roofs, rain levels. gardens and rainwater cisterns. NAI incorporates LID and [States, EPA] GI. c) Consider both flood risk reduction and water quality This may require modification of current watershed benefits in all FEMA HMGP and EPA Section 319 and planning guidelines from EPA to include current and Smart Growth and Resilience demonstration projects future flood hazard impacts. [FEMA, EPA] The most effective local programs tend to be those that See: J-2, J-3, K-4, O-6, H-1, H-12 address multiple issues, not single issue or single agency programs. C-2 States and EPA should require watershed (stormwater) Without the control of increased runoff (peak and management that prevents an increase in flood flows by volume) of runoff from new development, the cost of new development or redevelopment with attention to development is transferred from the developer to control of not only peak flows, but also the volume of property downstream. Several states mandate matching runoff and the timing of runoff for a range of flows from a the peak flow for one or more design events for the prechannel forming event to moderate (100-year) flood and post-development condition. It is better to also event. control the volume of total runoff for a range of events and use the natural condition for the pre-developed See: K-4, F-11, R-12 state. [States, EPA] C-3 Wetlands (including appropriate buffers) and other This type of activity is awarded CRS points in watershed flood storage areas inside and outside of the 1% chance management plans, recognizing the interdependence of floodplain should be preserved to maintain or reduce the jurisdictions and protecting the assets of the downstream increases in flood frequency and heights. upstream community while avoiding increases in States and communities should not allow wetlands and flooding of the downstream community/properties. This storage areas to be filled without appropriate mitigation, will also define the potential liability for changes that including complete replacement of their storage function. might damage downstream investments or assets, as would C4. See: K-3 [USACE, FEMA, MitFLG, States] NFPPR policy rec and explanations Page 1 of 2 Section C Stormwater draft 1-28-15 National Flood Policy—ASFPM 2015 Recommendations C-4 STORMWATER—FLOOD RISK INTEGRATION a) “EPA, as part of MS4 permits should consider requiring the control of the peak and volume of the 1% annual chance event to prevent severe erosion of stream channels, pollution, and damage to adjoining structures during flood events which creates more pollution. Standards vary from 2-5 year for EPA and 1% chance or 100 year for FEMA. Because these standards are based on the probability of an event, they reflect regional conditions and can still be uniform nationwide. For example, a 2 year standard for the water quality event and 100 year for flooding may be acceptable if designs to address the tiered approach are utilized. b) EPA and FEMA should collaborate to address the disconnect between water quality and quantity focus that results in exacerbating current problems for one while mitigating the other. This is needed to ensure that agency programs complement each other as much as possible and help states and communities that implement and utilize these programs do not get conflicting or otherwise nonintegrated rules/guidance. See: F-11, Q-11, R-4, H-12 [EPA, FEMA] C-5 Riparian buffers should be required as a condition of Buffers are one of the most effective means to protect all new development to protect water quality, flood both water quality and habitat storage, ecosystem services and development outside of the buffers. See: K-3 [States, MitFLG] C-6 EPA should consider extending the standards of the Small feeder streams are critical to downstream water Clean Water Act to all development greater than ½ acre quality and natural ecosystem functions instead of the current 1 acre and to somehow address agricultural practices. [EPA] NFIP Support of Effective Stormwater Programs C-7 As a prerequisite for a Class 4 rating, require CRS communities to require all new development and redevelopment to use No Adverse Impact (NAI), Low impact development (LID) and green infrastructure (GI) techniques to the maximum extent possible for each site to mitigate their adverse impacts. See: K-4, J-2, O-6 [FEMA] C-8 Encourage/incentivize (CRS and other) runoff reduction through the use of infiltration, low impact development and green infrastructure techniques to reduce and manage flood flows and runoff to help in protecting water quantity and water quality. This would put more emphasis on using NAI, LID and GI “to the maximum extent possible” by the most highly rated of the CRS communities. This also means that developers would use the techniques that are appropriate for their community. This relates to floods by reducing impervious surfaces and maintaining infiltration to avoid increased flows due to development This would give some focus on infiltration and permeable surfaces rather than a focus on moving water away from the land via conveyance. Credits could also come in form of advantageous sliding cost-shares for grants, disaster assistance, or other incentives [FEMA, EPA, MitFLG] NFPPR policy rec and explanations Page 2 of 2 Section C Stormwater draft 1-28-15