(Created page with "<font size=3>'''Filtration - system design information'''</font size><br> Link to this table <table class="sortable"> <tr> <th>Devi...") |
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<td>Pretreatment vegetated filter strip (VFS)</td> | <td>Pretreatment vegetated filter strip (VFS)</td> | ||
− | <td>< a few acres, max flow path 75-150 ft depending on perviousness, slope of drainage area <5% , </td> | + | <td>< a few acres, max flow path 75-150 ft depending on perviousness, slope of drainage area <5% [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips]; [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> |
− | <td><1 ft/s, flow should be sheet flow and unconcentrated</td> | + | <td><1 ft/s, flow should be sheet flow and unconcentrated [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips]</td> |
− | <td>Maximum 72 hours</td> | + | <td>Maximum 72 hours [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> |
− | <td>VFS width (parallel to sheet flow) = 25-100 ft depending on vegetation, slope and drainage area soil</td> | + | <td>VFS width (parallel to sheet flow) = 25-100 ft depending on vegetation, slope and drainage area soil [https://www.njstormwater.org/bmp_manual/NJ_SWBMP_9.10.pdf]; [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> |
− | <td>Soil, grass</td> | + | <td>Soil, grass [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> |
− | <td>Residential lawns, parking lots, part of riparian buffer</td> | + | <td>Residential lawns, parking lots, part of riparian buffer [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> |
− | <td>Hydrologic Soil Groups A-D permitted, table for corresponding slopes</td> | + | <td>Hydrologic Soil Groups A-D permitted, table for corresponding slopes [https://www.njstormwater.org/bmp_manual/NJ_SWBMP_9.10.pdf]</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
<td>Level-Spreader - Vegetative Filter Strip System (LS-VFS)</td> | <td>Level-Spreader - Vegetative Filter Strip System (LS-VFS)</td> | ||
− | <td>< a few acres</td> | + | <td>< a few acres [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips]</td> |
− | <td><=10cfs</td> | + | <td><=10cfs [https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/BMP%20Manual/C-9--Level-Spreader-Filter-Strips-11-20-2020.pdf]</td> |
− | <td>Maximum 72 hours</td> | + | <td>Maximum 72 hours [https://www.stormwaterpa.org/assets/media/BMP_manual/chapter_6/Chapter_6-4-9.pdf]</td> |
− | <td>LS width (parallel to sheet flow) = 10-100 ft, VFS width >= 30-50 ft</td> | + | <td>LS width (parallel to sheet flow) = 10-100 ft, VFS width >= 30-50 ft [https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/BMP%20Manual/C-9--Level-Spreader-Filter-Strips-11-20-2020.pdf]</td> |
− | <td>Concrete, soil, grass</td> | + | <td>Concrete, soil, grass [https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/BMP%20Manual/C-9--Level-Spreader-Filter-Strips-11-20-2020.pdf]</td> |
− | <td>Distance from surface waters: LS and VFS must be outside riparian buffer, LS must be outside stormwater setbacks</td> | + | <td>Distance from surface waters: LS and VFS must be outside riparian buffer, LS must be outside stormwater setbacks [https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/BMP%20Manual/C-9--Level-Spreader-Filter-Strips-11-20-2020.pdf]</td> |
− | <td>VFS max slope = 8% </td> | + | <td>VFS max slope = 8% [https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/BMP%20Manual/C-9--Level-Spreader-Filter-Strips-11-20-2020.pdf]</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Up-Flo Filter</td> | + | <td>[https://hydro-int.com/en/products/flo-filter Up-Flo Filter]</td> |
<td>0.66 acres impervious drainage area per filter module based on Nashville design storm</td> | <td>0.66 acres impervious drainage area per filter module based on Nashville design storm</td> | ||
− | <td>0.056 cfs per filter module (max number of modules 6-54) </td> | + | <td>0.056 cfs per filter module (max number of modules 6-54)</td> |
<td></td> | <td></td> | ||
<td>Round manhole: 4 ft diameter, 7.5 ft high Rectangular vaults: 6 ft x 8 ft x 6.5 ft to 15 ft x 13 ft x 6.5 ft</td> | <td>Round manhole: 4 ft diameter, 7.5 ft high Rectangular vaults: 6 ft x 8 ft x 6.5 ft to 15 ft x 13 ft x 6.5 ft</td> | ||
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</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Storm Clean</td> | + | <td>[https://cleanwayusa.com/storm-clean-filtration-systems/ Storm Clean]</td> |
<td></td> | <td></td> | ||
<td>Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm</td> | <td>Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm</td> | ||
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<td></td> | <td></td> | ||
<td></td> | <td></td> | ||
− | <td>Varies by need. For example, one version available comes in 11x48, 11x96, and 19x28 inch bags | + | <td>Varies by need. For example, one version available comes in 11x48, 11x96, and 19x28 inch bags</td> |
<td>Bags are high quality woven polymer material with high UV rating, gravel</td> | <td>Bags are high quality woven polymer material with high UV rating, gravel</td> | ||
<td>In front of or around existing catch basin inlets</td> | <td>In front of or around existing catch basin inlets</td> | ||
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</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Filtration berm</td> | + | <td>[http://prj.geosyntec.com/npsmanual/filterberm.aspx Filtration berm]</td> |
<td></td> | <td></td> | ||
<td>1 cfs per 8 linear ft</td> | <td>1 cfs per 8 linear ft</td> | ||
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</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>SiltSoxx R by Filtrexx</td> | + | <td>[https://www.filtrexx.com/en/products/siltsoxx SiltSoxx R by Filtrexx]</td> |
<td>Varies by application</td> | <td>Varies by application</td> | ||
<td>Varies by application</td> | <td>Varies by application</td> | ||
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<td>Filtrexx Media in Filtrexx Mesh</td> | <td>Filtrexx Media in Filtrexx Mesh</td> | ||
<td>Existing inlets, site perimeters, paved surfaces, compacted soils, exposed slopes</td> | <td>Existing inlets, site perimeters, paved surfaces, compacted soils, exposed slopes</td> | ||
− | <td>Compacted or susceptible to erosion </td> | + | <td>Compacted or susceptible to erosion</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td>[https://www.filtrexx.com/application/files/8315/2632/4158/Filtrexx_StormExx_CLEAN_Specification.pdf Shorex R by Filtrexx]</td> |
<td>Same as catch basin</td> | <td>Same as catch basin</td> | ||
<td>15-40 gpm</td> | <td>15-40 gpm</td> | ||
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</tr> | </tr> | ||
</table> | </table> | ||
+ | |||
+ | <noinclude> | ||
+ | [[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> |
Filtration - system design information
Link to this table
Device | Drainage area | Entrance/exit velocity | Drain down/detention time | Dimensions | Materials | Layout Recommendations (physical location, off-line placement) | Soils |
---|---|---|---|---|---|---|---|
Pretreatment vegetated filter strip (VFS) | < a few acres, max flow path 75-150 ft depending on perviousness, slope of drainage area <5% [1]; [2] | <1 ft/s, flow should be sheet flow and unconcentrated [3] | Maximum 72 hours [4] | VFS width (parallel to sheet flow) = 25-100 ft depending on vegetation, slope and drainage area soil [5]; [6] | Soil, grass [7] | Residential lawns, parking lots, part of riparian buffer [8] | Hydrologic Soil Groups A-D permitted, table for corresponding slopes [9] |
Level-Spreader - Vegetative Filter Strip System (LS-VFS) | < a few acres [10] | <=10cfs [11] | Maximum 72 hours [12] | LS width (parallel to sheet flow) = 10-100 ft, VFS width >= 30-50 ft [13] | Concrete, soil, grass [14] | Distance from surface waters: LS and VFS must be outside riparian buffer, LS must be outside stormwater setbacks [15] | VFS max slope = 8% [16] |
Up-Flo Filter | 0.66 acres impervious drainage area per filter module based on Nashville design storm | 0.056 cfs per filter module (max number of modules 6-54) | Round manhole: 4 ft diameter, 7.5 ft high Rectangular vaults: 6 ft x 8 ft x 6.5 ft to 15 ft x 13 ft x 6.5 ft | Roads, carparks, commercial properties, airports, offline and online treatment of existing storm drains | |||
Storm Clean | Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm | Filtration surface area (fabric elements) = 6.4 sq ft, Strainer surface area = 4.8 sq ft | Stainless steel | Can be fit into existing catch basin, curb inlet, drop inlet, or downspout | |||
Gravel filtration | Same as inlet gravel bags are placed around | Varies by need. For example, one version available comes in 11x48, 11x96, and 19x28 inch bags | Bags are high quality woven polymer material with high UV rating, gravel | In front of or around existing catch basin inlets | |||
Filtration berm | 1 cfs per 8 linear ft | Berm height = 12-18 inches high with 3:1 side slopes, every 100-300 feet depending on slope | Washed, well-graded gravel/rock ¾ to 3 inches in size with <5% fines | Right-of-ways, traffic areas, construction sites | No restriction | ||
SiltSoxx R by Filtrexx | Varies by application | Varies by application | Available in 5 in to 32 in diameter depending on application, up to 200 ft in length | Filtrexx Media in Filtrexx Mesh | Existing inlets, site perimeters, paved surfaces, compacted soils, exposed slopes | Compacted or susceptible to erosion | |
Shorex R by Filtrexx | Same as catch basin | 15-40 gpm | 15-gallon storage, fits any existing storm drain | Stainless steel or HDPE, EnviroSoxx filtering media cartridge | Existing inlet |
This page was last edited on 3 August 2022, at 19:05.