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− | <td>Level-Spreader - Vegetative Filter Strip System (LS-VFS)</td> | + | <td>[https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/BMP%20Manual/C-9--Level-Spreader-Filter-Strips-11-20-2020.pdf Level-Spreader - Vegetative Filter Strip System (LS-VFS)]</td> |
<td>Often not suitable for in ultra-urban settings where space is limited or areas with high pollutant loading [https://stormwater.pca.state.mn.us/index.php?title=Overview_for_pretreatment_vegetated_filter_strips]</td> | <td>Often not suitable for in ultra-urban settings where space is limited or areas with high pollutant loading [https://stormwater.pca.state.mn.us/index.php?title=Overview_for_pretreatment_vegetated_filter_strips]</td> | ||
<td>Infiltration, Retention [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> | <td>Infiltration, Retention [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> | ||
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<td>LS length: 10 ft/cfs, VFS sized for a 1 in/hr storm (larger flows bypassed)</td> | <td>LS length: 10 ft/cfs, VFS sized for a 1 in/hr storm (larger flows bypassed)</td> | ||
<td>Outflow 2-3 inches above filter strip [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips]</td> | <td>Outflow 2-3 inches above filter strip [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips]</td> | ||
− | <td>May include flow bypass, forebay and/or blind swale, and underdrain | + | <td>May include flow bypass, forebay and/or blind swale, and underdrain</td> |
<td>Depth at inlet = 3 ft, depth before outlet = 1 ft</td> | <td>Depth at inlet = 3 ft, depth before outlet = 1 ft</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Up-Flo Filter</td> | + | <td>[https://hydro-int.com/en/products/flo-filter Up-Flo Filter]</td> |
− | <td>Suited to industrial sites, locations contributing to wetlands/protected regions or area requiring high level of treatment | + | <td>Suited to industrial sites, locations contributing to wetlands/protected regions or area requiring high level of treatment</td> |
<td></td> | <td></td> | ||
<td>Yes</td> | <td>Yes</td> | ||
<td>See manufacturer’s sizing tool (requires registration)</td> | <td>See manufacturer’s sizing tool (requires registration)</td> | ||
− | <td>Can accept 15 in or 24 in pipes | + | <td>Can accept 15 in or 24 in pipes</td> |
− | <td>Bypass siphon, sump, filter module, outlet module | + | <td>Bypass siphon, sump, filter module, outlet module</td> |
<td></td> | <td></td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Storm Clean</td> | + | <td>[https://cleanwayusa.com/storm-clean-filtration-systems/ Storm Clean]</td> |
<td></td> | <td></td> | ||
− | <td>Underground Injection Controls (UIC), swales, detention/ retention ponds, infiltration trenches | + | <td>Underground Injection Controls (UIC), swales, detention/ retention ponds, infiltration trenches</td> |
<td>Yes</td> | <td>Yes</td> | ||
− | <td>Sized to rectangular or round catch basin, adaptive design available for larger catch basins | + | <td>Sized to rectangular or round catch basin, adaptive design available for larger catch basins</td> |
<td></td> | <td></td> | ||
− | <td>Bypass port, strainer, filter element | + | <td>Bypass port, strainer, filter element</td> |
<td></td> | <td></td> | ||
</tr> | </tr> | ||
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<td></td> | <td></td> | ||
<td>No</td> | <td>No</td> | ||
− | <td>Each gravel bag can be adjusted to meet specific flow, sediment, or filtration requirements | + | <td>Each gravel bag can be adjusted to meet specific flow, sediment, or filtration requirements</td> |
<td></td> | <td></td> | ||
<td></td> | <td></td> | ||
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<noinclude> | <noinclude> | ||
− | [[Category:Pretreatment | + | [[Category:Level 3 - Best management practices/Pretreatment practices/Tables]] |
+ | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Filtration practices]] | ||
+ | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Pretreatment]] | ||
</noinclude> | </noinclude> |
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 | 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 | Yes | See manufacturer’s sizing tool (requires registration) | Can accept 15 in or 24 in pipes | Bypass siphon, sump, filter module, outlet module | ||
Storm Clean | Underground Injection Controls (UIC), swales, detention/ retention ponds, infiltration trenches | Yes | Sized to rectangular or round catch basin, adaptive design available for larger catch basins | Bypass port, strainer, filter element | |||
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 | ||||
Filtration berm | Residential, Commercial, Industrial, Retrofit, Highway/Road, limited Ultra-Urban [9] | No | 8 linear feet per 1 cfs based on 10-yr, 24-hr design storm [10] | Size outlets for 24-hour drawdown time [11] | Suitable for most steep surface slopes [12] | ||
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 [13] | ||
StormExx | No restriction | Yes | One-size fits all with modification supports [14] | Treated water outlet from cartridge = 2 in diameter | Bypass structure |
This page was last edited on 3 August 2022, at 19:05.