The document discusses the benefits and design considerations for building raingardens. Raingardens are shallow depressions planted with vegetation that improve stormwater quality through biological and soil processes. They reduce runoff, recharge groundwater, and remove various pollutants. Key factors in designing raingardens include the watershed size, soil type, utility locations, plant selection, and ensuring proper overflow drainage. Several examples of existing raingardens are also presented.
6. Raingardens A definition Raingardens are a bioretention cell. Bioretention: An engineered process to manage stormwater runoff, using the chemical, biological and physical properties afforded by a natural, terrestrial-based community of plants, microbes and soil.油 Bioretention provides two important functions: (i) water quantity (flood) controls; and (ii) improve water quality through removal of pollutants and nutrients associated with runoff.
7. Raingardens: The simple definition. A shallow depressed planting bed designed to improve the quality of stormwater runoff through biological process of plant and soil interaction, and by infiltrating stormwater back into the ground.
8. Raingarden Benefits Increases the amount of stormwater that infiltrates into the ground, thereby recharging local and regional aquifers. Minimizes flooding and drainage problems by reducing runoff. Protects streams and lakes by reducing pollutants in stormwater. Provides an aesthetically pleasing stormwater treatment system. Provides wildlife habitat. Can be implemented on the lot level by contractors, landscapers and homeowners.
9. Pollutant Removal Total Suspended Solids: 80-99% Nutrients Nitrogen: 38-50% Nutrients Phosphorous: up to 80% Metals: 90 - 99% Total Petroleum Hydrocarbons: 67 - 99%
10. Design Considerations Developed or undeveloped site. Pollution Control Objective. Watershed size. Utility locations. Bioretention Soil Mixture. Permitting Control of overflow runoff. Soils and Geology. Groundwater levels. Maintenance. Freshwater Phosphorous. Always TSS, Oil and grease, litter, metals. Not effective for roadway salt.
11. Developed or Undeveloped Site. Developed sites Retrofits Utilize existing drainage structures to convey flow after infiltration. (Advantage) Underdrains can be utilized to convey water to existing drainage. Locate Raingardens in locations (either vertically or horizontally) to treat runoff prior to discharge to existing drainage. (Disadvantage)
12. Developed or Undeveloped Site. Undeveloped sites Minimize conventional drainage structures/detention ponds. Locate Raingardens in landscape locations prior to discharge to existing drainage features. Underdrains can be utilized to convey water to existing drainage, wetlands, or additional infiltration areas. Raingardens can be modeled for infiltration, storage, and reduction of peak and total flows. Goal is to preserve watershed character.
13. Watershed Size Raingardens need to be sized to accommodate flow from design storm and drainage area. Divide and conquer (more is better, larger is not). Residential rule of thumb. Class A Soils - 20% of drainage areas. Class B Soils 30% of drainage areas. Class C Soils 60% of drainage areas.
14. Infiltration Rates Rule of thumb Class A Soils 5 to 8 in/hour: Sand, Loamy Sand, Sandy Loam (well to excessively drained) Class B Soils 1 to 2 in/hour: silt loam, loam (moderately to well drained) Class C Soils 0.1 to 0.5 in/hour: Sandy clay loams (slow infiltration) Class D Soils no infiltration.
15. Utility Locations Contact DigSafe at www.digsafe.com or 1-888-dig-safe. Contact local municipal utilities (water and sewer). Review plans and walk site. Locate septic system. Meet Title 5 Setbacks.
16. Bioretention Soil Mix Coarse Sand. (2 parts) Topsoil or compost (1-2 parts depending on fines and organic content). Shredded hardwood. (1 part) Long-term carbon source. Test mixture to insure adequate drainage. Modify as needed. Design filter for underdrain. Minimize use of fabrics.
17. Permitting Planning Board. Waivers/Special permits may be needed. Wetlands Conservation Commission. Board of Health Title 5. Building Department. Commercial/Industrial Consider 21E/MCP (contaminated soils?) Others may or may not be applicable. May need to educate permitting authorities.
18. Control Overflow Runoff Raingardens are depressions, typically 6 to 12 inches deep. Raingardens are designed for frequent small storms and will overtop in larger events. Locate along existing drainage ways. Ensure that overflow drainage is directed away from structures / leachfield etc. Utilize existing infrastructure if possible.
19. Soils and Geology Use NCRS Soils Maps Determine hydrologic soil group. Test pits, permeability tests. Local experience. Presence of bedrock and impermeable strata. Look for soils that provide adequate drainage for your situation or use underdrain, if possible. Consider position on landscape.
20. Soils and Geology 3 days after 2 rain This water should have infiltrated. Rain garden constructed on very dense clay soils i.e. Glacial till or hardpan
21. Groundwater Levels Soil Evaluations. Observation wells. Local experience. Position on Landscape. Presence of seasonally high water tables?
49. Maintenance Inspect at least twice a year. Early Spring and fall. Remove sediment, litter, and other debris. Replace mulch at least every other year. Hardwood chips. Inspect plants. Remove diseased and dead plants. Prune. Replace with species that have survived. Biodiversity important for microclimate. No fertilizers!!!!!!!
50. Thanks to: Cohasset Water Department US EPA MA Department of Environmental Protection Norfolk Ram Group, LLC Coyle & Carron, LLC Comprehensive Environmental