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Wet detention ponds High Point NC :: A product from NON PROPRIETARY ::
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:
The City of High Point, NC built and operates five regional water quality control structures to control nonpoint source pollutant loads entering their two water supply reservoirs: City Lake and Oak Hollow Reservoir. This report presents results from a monitoring study designed to evaluate the pollutant removal efficiency of the Regency Pond-Wetland, Mall Pond A, and Mall Pond B. Mall Ponds A and B are large regional wet detention ponds that generally comply with the design standards of the N.C. Department of Environment and Natural Resources (NCDENR)' for wet detention ponds (NCDEHNR 1995). Pond A has three major tributaries that receive runoff from a mixture of medium and high-density residential, commercial, and institutional land uses originally developed in the 1960s and 1970s. Mall Pond B receives runoff from: (1) a large recently completed shopping mall; and (2) an older area containing a mixture of commercial, institutional, and residential land uses. The Regency Pond-Wetland System treats runoff from a very large watershed containing a mixture of forest, open space, single-family residential land uses, and the Piedmont Triad International Airport. The pond-wetland system consists of two parts-an upper pond and lower wetland. The upper pond has a small permanent pool to remove coarse-grained sediment and a large temporary pool to reduce peak flows entering the lower wetland. Because of restrictions placed on alteration of natural wetlands at the site, the pond-wetland system is significantly undersized in comparison to NCDENR design standards.

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