(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>
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<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>
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<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>
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<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>
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<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>
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<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>
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<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>
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<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>
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<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>
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<td><=10cfs [https://ncdenr.s3.amazonaws.com/s3fs-public/Water%20Quality/Surface%20Water%20Protection/SPU/SPU%20-%20BMP%20Manual%20Documents/BMPMan-Ch08-20100309-DWQ-SPU.pdf]</td>
<td>Maximum 72 hours</td>
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<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>
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<td>LS width (parallel to sheet flow) = 10-100 ft, VFS width >= 30-50 ft [https://ncdenr.s3.amazonaws.com/s3fs-public/Water%20Quality/Surface%20Water%20Protection/SPU/SPU%20-%20BMP%20Manual%20Documents/BMPMan-Ch08-20100309-DWQ-SPU.pdf]</td>
<td>Concrete, soil, grass</td>
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<td>Concrete, soil, grass [https://ncdenr.s3.amazonaws.com/s3fs-public/Water%20Quality/Surface%20Water%20Protection/SPU/SPU%20-%20BMP%20Manual%20Documents/BMPMan-Ch08-20100309-DWQ-SPU.pdf]</td>
<td>Distance from surface waters: LS and VFS must be outside riparian buffer, LS must be outside stormwater setbacks</td>
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<td>Distance from surface waters: LS and VFS must be outside riparian buffer, LS must be outside stormwater setbacks [https://ncdenr.s3.amazonaws.com/s3fs-public/Water%20Quality/Surface%20Water%20Protection/SPU/SPU%20-%20BMP%20Manual%20Documents/BMPMan-Ch08-20100309-DWQ-SPU.pdf]</td>
<td>VFS max slope = 8% </td>
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<td>VFS max slope = 8% [https://ncdenr.s3.amazonaws.com/s3fs-public/Water%20Quality/Surface%20Water%20Protection/SPU/SPU%20-%20BMP%20Manual%20Documents/BMPMan-Ch08-20100309-DWQ-SPU.pdf]</td>
 
</tr>
 
</tr>
 
<tr>
 
<tr>
 
<td>Up-Flo Filter</td>
 
<td>Up-Flo Filter</td>
<td>0.66 acres impervious drainage area per filter module based on Nashville design storm</td>
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<td>0.66 acres impervious drainage area per filter module based on Nashville design storm [https://www.hydro-int.com/sites/default/files/uff_dg_nashville_f1504.pdf]</td>
<td>0.056 cfs per filter module (max number of modules 6-54) </td>
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<td>0.056 cfs per filter module (max number of modules 6-54) [https://www.hydro-int.com/sites/default/files/ssuff1604_web.pdf]</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>
 
<td></td>
 
<td></td>
<td>Roads, carparks, commercial properties, airports, offline and online treatment of existing storm drains</td>
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<td>Roads, carparks, commercial properties, airports, offline and online treatment of existing storm drains [https://www.hyndsenv.co.nz/wp-content/uploads/EVS-1-Up-Flo-Filter.pdf]</td>
 
<td></td>
 
<td></td>
 
</tr>
 
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<td>Storm Clean</td>
 
<td>Storm Clean</td>
 
<td></td>
 
<td></td>
<td>Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm</td>
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<td>Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm [https://cleanwayusa.com/stormclean/]</td>
 
<td></td>
 
<td></td>
<td>Filtration surface area (fabric elements) = 6.4 sq ft, Strainer surface area = 4.8 sq ft</td>
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<td>Filtration surface area (fabric elements) = 6.4 sq ft, Strainer surface area = 4.8 sq ft [https://cleanwayusa.com/stormclean/]</td>
<td>Stainless steel</td>
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<td>Stainless steel [https://cleanwayusa.com/catchbasin]</td>
<td>Can be fit into existing catch basin, curb inlet, drop inlet, or downspout</td>
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<td>Can be fit into existing catch basin, curb inlet, drop inlet, or downspout [https://cleanwayusa.com/stormclean/]</td>
 
<td></td>
 
<td></td>
 
</tr>
 
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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>
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<td>Varies by need. For example, one version available comes in 11x48, 11x96, and 19x28 inch bags. [https://bmpstore.com/products/gravel-bags]</td>
<td>Bags are high quality woven polymer material with high UV rating, gravel</td>
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<td>Bags are high quality woven polymer material with high UV rating, gravel [https://bmpstore.com/products/gravel-bags]</td>
<td>In front of or around existing catch basin inlets</td>
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<td>In front of or around existing catch basin inlets [https://www.spillcontainment.com/products/gravel-bags/]</td>
 
<td></td>
 
<td></td>
 
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<td>Filtration berm</td>
 
<td>Filtration berm</td>
 
<td></td>
 
<td></td>
<td>1 cfs per 8 linear ft</td>
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<td>1 cfs per 8 linear ft [http://prj.geosyntec.com/npsmanual/filterberm.aspx]</td>
 
<td></td>
 
<td></td>
<td>Berm height = 12-18 inches high with 3:1 side slopes, every 100-300 feet depending on slope</td>
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<td>Berm height = 12-18 inches high with 3:1 side slopes, every 100-300 feet depending on slope [http://prj.geosyntec.com/npsmanual/filterberm.aspx]</td>
<td>Washed, well-graded gravel/rock ¾ to 3 inches in size with <5% fines</td>
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<td>Washed, well-graded gravel/rock ¾ to 3 inches in size with <5% fines [http://prj.geosyntec.com/npsmanual/filterberm.aspx]</td>
<td>Right-of-ways, traffic areas, construction sites</td>
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<td>Right-of-ways, traffic areas, construction sites [http://prj.geosyntec.com/npsmanual/filterberm.aspx]</td>
 
<td>No restriction</td>
 
<td>No restriction</td>
 
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<td>Varies by application</td>
 
<td>Varies by application</td>
 
<td></td>
 
<td></td>
<td>Available in 5 in to 32 in diameter depending on application, up to 200 ft in length</td>
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<td>Available in 5 in to 32 in diameter depending on application, up to 200 ft in length [https://www.filtrexx.com/en]; [https://www.filtrexx.com/application/files/1015/0186/8935/1.1_Filtrexx_Sediment_Control.pdf]</td>
<td>Filtrexx Media in Filtrexx Mesh</td>
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<td>Filtrexx Media in Filtrexx Mesh [https://www.filtrexx.com/en]</td>
<td>Existing inlets, site perimeters, paved surfaces, compacted soils, exposed slopes</td>
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<td>Existing inlets, site perimeters, paved surfaces, compacted soils, exposed slopes [https://www.filtrexx.com/application/files/1015/0186/8935/1.1_Filtrexx_Sediment_Control.pdf]</td>
<td>Compacted or susceptible to erosion </td>
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<td>Compacted or susceptible to erosion</td>
 
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</tr>
 
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<tr>
 
<td>StormExx R by Filtrexx</td>
 
<td>StormExx R by Filtrexx</td>
 
<td>Same as catch basin</td>
 
<td>Same as catch basin</td>
<td>15-40 gpm</td>
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<td>15-40 gpm [https://www.filtrexx.com/application/files/8315/2632/4158/Filtrexx_StormExx_CLEAN_Specification.pdf]</td>
 
<td></td>
 
<td></td>
<td>15-gallon storage, fits any existing storm drain</td>
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<td>15-gallon storage, fits any existing storm drain [https://www.filtrexx.com/application/files/8315/2632/4158/Filtrexx_StormExx_CLEAN_Specification.pdf]</td>
<td>Stainless steel or HDPE, EnviroSoxx filtering media cartridge</td>
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<td>Stainless steel or HDPE, EnviroSoxx filtering media cartridge [https://www.filtrexx.com/application/files/8315/2632/4158/Filtrexx_StormExx_CLEAN_Specification.pdf]</td>
 
<td>Existing inlet</td>
 
<td>Existing inlet</td>
 
<td></td>
 
<td></td>
 
</tr>
 
</tr>
 
</table>
 
</table>

Revision as of 19:27, 3 June 2019

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 [17] 0.056 cfs per filter module (max number of modules 6-54) [18] 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 [19]
Storm Clean Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm [20] Filtration surface area (fabric elements) = 6.4 sq ft, Strainer surface area = 4.8 sq ft [21] Stainless steel [22] Can be fit into existing catch basin, curb inlet, drop inlet, or downspout [23]
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. [24] Bags are high quality woven polymer material with high UV rating, gravel [25] In front of or around existing catch basin inlets [26]
Filtration berm 1 cfs per 8 linear ft [27] Berm height = 12-18 inches high with 3:1 side slopes, every 100-300 feet depending on slope [28] Washed, well-graded gravel/rock ¾ to 3 inches in size with <5% fines [29] Right-of-ways, traffic areas, construction sites [30] 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 [31]; [32] Filtrexx Media in Filtrexx Mesh [33] Existing inlets, site perimeters, paved surfaces, compacted soils, exposed slopes [34] Compacted or susceptible to erosion
StormExx R by Filtrexx Same as catch basin 15-40 gpm [35] 15-gallon storage, fits any existing storm drain [36] Stainless steel or HDPE, EnviroSoxx filtering media cartridge [37] Existing inlet