1. STORMWATER BEST MANAGEMENT PRACTICE (BMP) CONSTRUCTED STORMWATER WETLANDS FOR STORMWATER TREATMENT JEREMY FINCH RHETT BUTLER

2. OVERVIEW OF PRESENTATION  Definition & Functions  Characteristics of Stormwater Wetlands  Natural Wetlands vs. Stormwater Wetlands  Advantages & Disadvantages  Design of Stormwater Wetlands  Practical Design Example

3. DEFINITIONS & FUNCTIONS OF STORMWATER WETLANDS Definition - Wetland Systems that are specifically designed to treat/manage the impact of development/urbanization on stormwater quality the impact of development/urbanization on stormwater quality and quantity and quantityFunctions - Improve Water Quality (i.e. pollutant removal) (i.e. pollutant removal) - Minimize flooding/flood control - Establish/create wildlife habitat

4. CHARACTERISTICS OF ALL STORMWATER WETLANDS  Inundated with surface or groundwater for most of the year  Contains vegetation that is adapted to saturated conditions  Primary source of water is runoff from urban areas  Contains forebays, deep pools, shallow pools, outlet control structures  High pollutant removal efficiency

5. POLLUTANT REMOVAL IN STORMWATER WETLANDS REMOVAL PROCESS POLLUTANTS REMOVED Plant Uptake Nutrients including nitrogen and phophorus Microbial Processes Nitrogen, pathogens, organics Sedimentation & Filtration TSS, floating debris, trash, sediment-attached phosphorus, pathogens Adsorption Dissolved metals, soluble phosphorus Ref: Bill Hunt

6. POLLUTANT REMOVAL EFFICIENCY POLLUTANT REMOVAL EFFICIENCY TSS67% Total Phosphorus 49% Total Nitrogen 28% Organic Carbon 34% Petroleum Hydrocarbons 87% Cadmium36% Copper41% Lead62% Zinc45% Bacteria77% Ref: US EPA

7. NATURAL VS. STORMWATER WETLANDS  Stormwater wetlands do not perform the same functions as natural wetlands Natural Wetlands Stormwater Wetlands Water balance dominated by groundwater Water Balance dominated by surface runoff from urban areas Amount of standing water varies seasonally Standing water year-round Wetland boundaries can shift depending on seasonal groundwater changes Wetland boundaries are clearly defined Complex topography Simple topography Self-maintaining Requires year-round maintenance High Wildlife potential Low to Moderate Wildlife Potential Occurs naturally Constructed & Designed specifically for urban stormwater runoff Ref: NCDENR

8. ADVANTAGES & DISADVANTAGES ADVANTAGES - Removes multiple pollutants from stormwater runoff - Improves overall water quality - If designed & constructed properly, can be aesthetically pleasing - Reduce flooding potential in downstream areas due to development upstream development upstreamDISADVANTAGES - Can occupy large areas of developable land - Can dry out and become nuisance if drainage area is too small - Mosquito/Snake habitat - May be difficult to establish native wetland plants

9. DESIGN OF STORMWATER WETLANDS Optimal Location - Where water availability is high high - Flat topography - Areas where seasonal high water table is approx. 6” water table is approx. 6” above bottom of wetland above bottom of wetland - Areas where soil studies show that the underlying show that the underlying soils have an low infiltration soils have an low infiltration rate to maintain a rate to maintain a permanent pool of water permanent pool of water NOTE: THE FOLLOWING DESIGN PROCEDURE VARIES REGIONALLY. THIS IS ONE DESIGN PROCEDURE SUMMARIZED FROM THE SOURCES SHOWN IN THE REFERENCES AT THE END OF THIS PRESENTATION. IT IS IMPORTANT TO NOTE THAT THIS IS ONE OF MANY POSSIBLE DESIGN PROCEDURES FOR STORMWATER WETLANDS

10. DESIGN OF STORMWATER WETLANDS (continued) DESIGN REQUIREMENTS - Must have a p ermanent pool of water (for stormwater of water (for stormwater wetlands, we use 3 feet) wetlands, we use 3 feet) - Must meet required surface area to drainage area ratio area to drainage area ratio Schematic Ref: Bill Hunt Ref: NCDENR

11. DESIGN OF STORMWATER WETLANDS (CONTINUED) - Must detain volume of runoff resulting from the 1” storm (i.e. first flush runoff) above the permanent pool. This volume is first flush runoff) above the permanent pool. This volume is calculated using the SCS Curve Number method shown below: calculated using the SCS Curve Number method shown below: Where: P = Precipitation (in)  1” storm S = Ultimate Storage Capacity (in/in) Must drawdown the 1” storm over a period of 2 to 5 days Should contain a sediment forebay for initial settling To function properly as a wetland, 35% of the total wetland area should have a depth 0-9” To function properly as a wetland, 35% of the total wetland area should have a depth 9-18” To function property as a wetland, 30% of the total wetland area should be “shallow land”

12. FOREBAY  Placed where runoff enters the wetland (i.e. storm drainage)  Serves as a preliminary “screening” device to prevent degradation of primary wetland functions  traps sediments, larges pieces of debris, etc.  Deepest part of wetland  usually 2-2.5’ deep  Must allow access to forebay for maintenance purposes (sediment cleanout, etc.)  Designed to occupy approximately 10% of total wetland area Forebay Ref: Bill Hunt

13. SHALLOW POOLS  Typically 0-9” deep  Area where primary wetland functions occur (i.e. denitrification, sedimentation, filtration, adsorption, etc.)  Water velocity decreases dramatically here, thus causing pollutants to settle out of stormwater  Area where majority of wetland vegetation grows  Designed to be a long, winding flowpath occupying approximately 35% of total wetland area  During low flow conditions, this is path the water takes through the wetland Shallow Pool Ref: Bill Hunt

14. DEEP POOLS  Typically 9-18” deep  Designed to occupy approximately 35% of total wetland area  Contains water in times of drought  Where animal habitats (i.e. fish) are located  Area with least amount of vegetation Deep Pool Ref: Bill Hunt

15. SHALLOW LAND  Designed to be dry except during storm events  0-12” above normal pool  Supports a wide variety of vegetation  Designed to occupy approximately 30% of the total wetland area  Supports various types of wildlife Shallow Land Ref: Bill Hunt

16. STORMWATER WETLAND OUTLET STRUCTURE  Designed to store the 1” storm runoff volume  Contains siphon/drawdown device designed to drawdown the 1” storm volume over 2 to 5 days  Passes higher flows (i.e. 100-year storm) during extreme storm events safely through the wetland  Typically riser-barrels or weir overflow structures

17. STORMWATER WETLAND VEGETATION GUIDELINES  Avoid non-native species or aggressive plants  Select plants that can adapt in saturated conditions and withstand long term inundation  Include species that are evergreen (meaning not dormant during winter time)  Can use donor soils (if necessary) from natural wetlands to establish vegetation BLACK WILLOWRICE CUT GRASSSMARTWEED Ref: US EPA & Bill Hunt

18. MAINTENANCE OF STORMWATER WETLANDS  Stormwater wetlands should be inspected after each rainfall event  Check for clogging of the outlet structure, or too rapid of a drawdown  Erosion/scour of wetland embankments  Erosion in areas where the stormwater runoff enters the wetland (i.e. storm drainage pipes, etc.)  Sediment accumulation in the forebay  Condition of outlet structure  Prevention of woody vegetation on the wetland berm  Any additional fertilizing/seeding to maintain healthy vegetation Ref: NCDENR

19. QUESTIONS?

20. PRACTICAL STORMWATER WETLANDS DESIGN EXAMPLE Development Requirements  Example Project: Residential development consisting of mult- family townhomes, associated streets, parking, and sidewalks  Detention of 2- & 10-year post-development peak flowrates back to pre-development levels  Reduction of nitrogen loading rate down to at least 6 lbs/ac/yr (must then buydown to 3.6 lbs/ac/yr)  Removal of 85% of the total suspended solids from the stormwater runoff resulting from the development  Safe passage of the 100-year storm event through the wetland

21. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED)  STEP #1 - Determine the stormwater wetlands drainage area

22. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED) Watershed Characteristics PRE-DEVELOPMENT - Total Drainage Area = 12.27 acres - SCS Curve Number = 72 (Hydrologic soil group C) group C) - Pre-development time of concentration = 10.5 minutes 10.5 minutes - 2-Year pre-development peak flowrate = 20 cfs - 10-Year pre-development peak flowrate = 39 cfs POST-DEVELOPMENT - Total Drainage Area = 11.22 acres - SCS Curve Number = 78 (Hydrologic soil group C) - Post-development time of concentration = 5 minutes minutes

23. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED) CALCULATION OF 1” STORM RUNOFF VOLUME -Precipitation amount = 1” - Directly connected impervious area = 5.67 acres (CN = 98) 0.79 inches = 16,279 cubic feet

24. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED)  Other non-connected area = 5.55 acres (CN=74) 0.023 inches = 467 cubic feet

25. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED)  Total Runoff from 1” storm = 16,279 cubic feet + 467 cubic feet  Total Runoff from 1” storm = 16,746 cubic feet  This volume must be stored on top of the permanent pool, and should be drawn down over a period of 2 to 5 days

26. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED) CALCULATION OF WETLANDS SURFACE AREA  Total Impervious Area = 5.67 acres  Total Drainage Area = 11.22 acres  % Impervious = 51%  Assumed average depth = 3.00 feet  Using table below, required wetlands surface area = 10,157 square feet (interpolation required)

27. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED)  PREPARE STORMWATER WETLANDS GRADING PLAN

28. EXAMPLE STORMWATER WETLANDS DESIGN (CONTINUED)  Specify stormwater wetlands vegetation planting plan

29. REFERENCES  Doll, Barbara A; Hunt, William F. Urban Waterways: Designing Stormwater Wetlands for Small Watersheds. North Carolina Cooperative Extension Service.  USEPA. EPA Stormwater Technology Fact Sheet: Stormwater Wetlands. EPA 832-F-99-025, September 1999.  Harris County Texas Stormwater BMP Manual. “Constructed Wetlands for Stormwater Treatment”. 2001 Edition.  NCDENR Division of Water Quality. Stormwater Best Management Practices. April 1999 Edition.