Stormwater Bmp Sizing: wet_pond

Stormwater Best Management Practice (BMP) and green infrastructure sizing criteria, pollutant removal efficiencies, and design parameters for 12 BMP types per EPA, International Stormwater BMP Database 2020, MDE, Virginia DEQ, and Minnesota Stormwater Manual

Civil Engineeringbmp_type: wet_pond3 rows
bmp typebmp variantTSS removal pct (%)applicable HSGdesign storm in (in)expected lifespan years (years)maintenance frequencymax contributing drainage acres (acres)media depth in (in)nitrogen removal pct (%)notespeak flow reduction pct (%)phosphorus removal pct (%)ponding depth in (in)relative cost indexsizing ratio bmp to drainage area (dimensionless)underdrain requiredvolume reduction pct (%)
wet_pondenhanced90A,B,C,D150annually50035Permanent pool volume 3x WQv with 24-hr EDT. TSS 90% maximum achievable. Aquatic bench, littoral zone, forebay required.70600medium0.03no10
wet_pondregional85A,B,C,D1.550annually500035Regional wet pond serving large drainage area. Design storm 1.5 in WQv. Higher peak flow reduction capacity. Cost-effective per acre treated.85550medium0.01no15
wet_pondstandard80A,B,C,D150annually50030Permanent pool volume 2.5x design storm WQv. Average pool depth 4-6 ft. TSS 80-84% per Int'l BMP Database 2020. TP 50% median. Minimal volume reduction (no infiltration).65500medium0.03no10

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