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[[Category:Level 3 - Best management practices/Pretreatment practices/Tables]] | [[Category:Level 3 - Best management practices/Pretreatment practices/Tables]] | ||
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Filtration - system and component sizing
Link to this table
Device | Land use | Downstream BMP (type) | Enhancement opportunity | Sizing calculations | Inlets/oulets | Flow diversion structures | Slopes |
---|---|---|---|---|---|---|---|
Pretreatment vegetated filter strip (VFS) | Often not suitable for in ultra-urban settings where space is limited or areas with high pollutant loading [1] | Infiltration, Retention [2] | No | Depends on slope and imperviousness of drainage area: See MPCA table entitled “Guidelines for filter strip pre-treatment sizing” | Outflow 2-3 inches above filter strip [3] | May include pervious berm or check dam, which should have an outlet pipe or overflow weir [4] | 2-6% depending on soil, 0% perpendicular to flow [5] |
Level-Spreader - Vegetative Filter Strip System (LS-VFS) | Often not suitable for in ultra-urban settings where space is limited or areas with high pollutant loading [6] | Infiltration, Retention [7] | No | LS length: 10 ft/cfs, VFS sized for a 1 in/hr storm (larger flows bypassed) | Outflow 2-3 inches above filter strip [8] | May include flow bypass, forebay and/or blind swale, and underdrain [9] | Depth at inlet = 3 ft, depth before outlet = 1 ft |
Up-Flo Filter | Suited to industrial sites, locations contributing to wetlands/protected regions or area requiring high level of treatment [10] | Yes | See manufacturer’s sizing tool (requires registration) | Can accept 15 in or 24 in pipes [11] | Bypass siphon, sump, filter module, outlet module [12] | ||
Storm Clean | Underground Injection Controls (UIC), swales, detention/ retention ponds, infiltration trenches [13] | Yes | Sized to rectangular or round catch basin, adaptive design available for larger catch basins [14]; [15]; [16] | Bypass port, strainer, filter element [17] | |||
Gravel filtration | Areas with high erosion concern such as construction sites. | No | Each gravel bag can be adjusted to meet specific flow, sediment, or filtration requirements. [18] | ||||
Filtration berm | Residential, Commercial, Industrial, Retrofit, Highway/Road, limited Ultra-Urban [19] | No | 8 linear feet per 1 cfs based on 10-yr, 24-hr design storm [20] | Size outlets for 24-hour drawdown time [21] | Suitable for most steep surface slopes [22] | ||
SiltSoxx R by Filtrexx | Construction, Residential, Commercial | No restriction | Yes | Flow-based, see time to overflow at different flow rates (1-7.5 gpm/linear ft) for each size in Table 1 | Slope up to 1:1 grade [23] | ||
StormExx | No restriction | Yes | One-size fits all with modification supports [24] | Treated water outlet from cartridge = 2 in diameter | Bypass structure |