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Bioretention Cell - Parking Lot NC :: A product from LID - PROPRIETARY AND NON-PROPRIETARY COMPONENTS ::
General Information
Find information on the BMP type, applications and pollutants treated
Cost
Per unit, CFS, and/or lb of pollutant removed
Design Considerations
Installation and maintenance requirements, design methodology, setbacks, capacities, etc.
Site and Environmental Considerations
Storm types, drainage area, soil types, infiltration rate, residuals, secondary impacts, etc.
Performance Evaluation
Summary table of test status, our rating, links to more detailed information, list of test reports
MASTEP Evaluation Summary
This product was evaluated in at least one third-party study. See MASTEP Evaluation Summary.
In Brief:
Bioretention is a low impact development (LID) type of BMP that uses a combination of physical and chemical processes to improve runoff quality and reduce runoff quantity and peak flow rates. Bioretention generally consists of a porous media layer base with a vegetative layer above and a surface of mulch. These layers serve to remove pollutants through processes that include infiltration, filtration, adsorption and transformation. A bioretention cell was constructed in a parking lot adjacent to the Hal Marshall Municipal Services Building in Charlotte, North Carolina. The cell was designed according to the NC Division of Water Quality Stormwater BMP Design Manual. The surface area was 2,480ft2 and the above ground storage volume was 1,460 ft2. The soil media was 4’ of loamy sand with a low P index and a silt/clay fraction of 5.78%. There was a 6” corrugated plastic pipe that served as the underdrain system which discharged into a weir box with baffle and 30deg v-notch weir. The cell also had a layer of mulch and was planted with vegetation at a density of 2,800 stems/ac.

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