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− | <font size=3>'''Pretreatment system design information - all devices'''</font size><br> | + | <font size=3>'''Pretreatment system design information - all devices. NOTE: we have not maintained the links in these tables. If you want to find a link, go to [https://stormwater.pca.state.mn.us/index.php?title=Pretreatment_tables this page], which is more likely to have updated links.'''</font size><br> |
Link to this [[Pretreatment system design information - all devices|table]] | Link to this [[Pretreatment system design information - all devices|table]] | ||
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<tr> | <tr> | ||
<th>Device</th> | <th>Device</th> | ||
+ | <th>Primary mechanism</th> | ||
<th>Drainage area</th> | <th>Drainage area</th> | ||
<th>Entrance velocity</th> | <th>Entrance velocity</th> | ||
Line 14: | Line 15: | ||
<tr> | <tr> | ||
<td>Vortechs TM by Contech</td> | <td>Vortechs TM by Contech</td> | ||
+ | <td>Hydrodynamic separation</td> | ||
<td><10 acres, recommended <5 acres with <1-acre impervious cover<sup>1, 2</sup></td> | <td><10 acres, recommended <5 acres with <1-acre impervious cover<sup>1, 2</sup></td> | ||
<td>1.6-25 cfs<sup>3</sup></td> | <td>1.6-25 cfs<sup>3</sup></td> | ||
Line 23: | Line 25: | ||
<tr> | <tr> | ||
<td>Continuous Deflective Separation (CDS) R by Contech</td> | <td>Continuous Deflective Separation (CDS) R by Contech</td> | ||
+ | <td>Hydrodynamic separation</td> | ||
<td><10 acres, recommended <5 acres with <1-acre impervious cover<sup>5, 6</sup></td> | <td><10 acres, recommended <5 acres with <1-acre impervious cover<sup>5, 6</sup></td> | ||
<td>Inline up to 6 cfs, offline precast modules 3-62 cfs, offline cast in place up to 300 cfs<sup>7, 8</sup></td> | <td>Inline up to 6 cfs, offline precast modules 3-62 cfs, offline cast in place up to 300 cfs<sup>7, 8</sup></td> | ||
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<tr> | <tr> | ||
<td>Downstream Defender TM H.I.L. Technology</td> | <td>Downstream Defender TM H.I.L. Technology</td> | ||
+ | <td>Hydrodynamic separation</td> | ||
<td><10 acres, recommended <5 acres with <1-acre impervious cover<sup>10, 11</sup></td> | <td><10 acres, recommended <5 acres with <1-acre impervious cover<sup>10, 11</sup></td> | ||
<td>1.6-24 cfs for 50% removal of 100-micron particles, peak flow rate 3-38 cfs<sup>12</sup></td> | <td>1.6-24 cfs for 50% removal of 100-micron particles, peak flow rate 3-38 cfs<sup>12</sup></td> | ||
Line 41: | Line 45: | ||
<tr> | <tr> | ||
<td>First Defense R by Hydro International</td> | <td>First Defense R by Hydro International</td> | ||
+ | <td>Hydrodynamic separation</td> | ||
<td></td> | <td></td> | ||
<td>0.85-6.0 cfs for 50% TSS Removal<sup>16</sup></td> | <td>0.85-6.0 cfs for 50% TSS Removal<sup>16</sup></td> | ||
Line 59: | Line 64: | ||
<tr> | <tr> | ||
<td>Barracuda by BaySaver</td> | <td>Barracuda by BaySaver</td> | ||
+ | <td>Hydrodynamic separation</td> | ||
<td>Recommended <5 acres with <1-acre impervious cover<sup>21</sup></td> | <td>Recommended <5 acres with <1-acre impervious cover<sup>21</sup></td> | ||
<td>50% TSS removal: 1.25 cfs, Maximum: 6.25 cfs<sup>22</sup></td> | <td>50% TSS removal: 1.25 cfs, Maximum: 6.25 cfs<sup>22</sup></td> | ||
Line 68: | Line 74: | ||
<tr> | <tr> | ||
<td>Dual Vortex Separator by OldCastle</td> | <td>Dual Vortex Separator by OldCastle</td> | ||
+ | <td>Hydrodynamic separation</td> | ||
<td></td> | <td></td> | ||
<td>0.56 – 9 cfs<sup>23</sup></td> | <td>0.56 – 9 cfs<sup>23</sup></td> | ||
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<tr> | <tr> | ||
<td>SciClone TM by BioClean</td> | <td>SciClone TM by BioClean</td> | ||
+ | <td>Hydrodynamic separation</td> | ||
<td></td> | <td></td> | ||
<td>WQ flow rate = 0.7-6.3 cfs<sup>25</sup></td> | <td>WQ flow rate = 0.7-6.3 cfs<sup>25</sup></td> | ||
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<tr> | <tr> | ||
<td>Rain Guardian - Bunker</td> | <td>Rain Guardian - Bunker</td> | ||
+ | <td>Screening and straining</td> | ||
<td></td> | <td></td> | ||
<td>Up to 6.11 cfs [http://www.rainguardian.biz/project-planing/chamber-selection]</td> | <td>Up to 6.11 cfs [http://www.rainguardian.biz/project-planing/chamber-selection]</td> | ||
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<tr> | <tr> | ||
<td>Rain Guardian - Turret</td> | <td>Rain Guardian - Turret</td> | ||
+ | <td>Screening and straining</td> | ||
<td></td> | <td></td> | ||
<td>Up to 3.45 cfs [http://www.rainguardian.biz/project-planing/turret]</td> | <td>Up to 3.45 cfs [http://www.rainguardian.biz/project-planing/turret]</td> | ||
Line 104: | Line 114: | ||
<tr> | <tr> | ||
<td>Rain Guardian - Foxhole</td> | <td>Rain Guardian - Foxhole</td> | ||
+ | <td>Screening and straining</td> | ||
<td></td> | <td></td> | ||
<td></td> | <td></td> | ||
Line 113: | Line 124: | ||
<tr> | <tr> | ||
<td>Riprap check dams</td> | <td>Riprap check dams</td> | ||
+ | <td>Screening and straining</td> | ||
<td><10 acres [https://stormwater.pca.state.mn.us/index.php?title=Sediment_control_practices_-_Check_dams_(ditch_checks,_ditch_dikes)]</td> | <td><10 acres [https://stormwater.pca.state.mn.us/index.php?title=Sediment_control_practices_-_Check_dams_(ditch_checks,_ditch_dikes)]</td> | ||
<td></td> | <td></td> | ||
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<tr> | <tr> | ||
<td>Wattles</td> | <td>Wattles</td> | ||
+ | <td>Screening and straining</td> | ||
<td>Not available, although perhaps similar to silt fence <0.25 acre</td> | <td>Not available, although perhaps similar to silt fence <0.25 acre</td> | ||
<td></td> | <td></td> | ||
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<tr> | <tr> | ||
<td>Hydro Screen</td> | <td>Hydro Screen</td> | ||
+ | <td>Screening and straining</td> | ||
<td>Depends on model/application</td> | <td>Depends on model/application</td> | ||
<td>Outfall screen can handle up to 1,000 cfs [http://www.hydroscreen.com/pdf/hydroscreenfamilyofsolutionsad_final.pdf]</td> | <td>Outfall screen can handle up to 1,000 cfs [http://www.hydroscreen.com/pdf/hydroscreenfamilyofsolutionsad_final.pdf]</td> | ||
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<tr> | <tr> | ||
<td>Pretreatment row on underground storage/filtration</td> | <td>Pretreatment row on underground storage/filtration</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td>Varies widely, units may be placed in parallel and series to accommodate</td> | <td>Varies widely, units may be placed in parallel and series to accommodate</td> | ||
<td></td> | <td></td> | ||
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<tr> | <tr> | ||
<td>StormTech Isolator Row</td> | <td>StormTech Isolator Row</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td>Varies widely, units may be placed in parallel and series to accommodate</td> | <td>Varies widely, units may be placed in parallel and series to accommodate</td> | ||
<td>[https://www.swbmp.vwrrc.vt.edu/wp-content/uploads/2017/10/Filter_Application_StormTech-Isolator-Row_Item-1.pdf See flow Table 2]</td> | <td>[https://www.swbmp.vwrrc.vt.edu/wp-content/uploads/2017/10/Filter_Application_StormTech-Isolator-Row_Item-1.pdf See flow Table 2]</td> | ||
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<tr> | <tr> | ||
<td>Settling chamber/vault </td> | <td>Settling chamber/vault </td> | ||
− | <td>Can accommodate | + | <td>Above ground and below grade storage and settling</td> |
− | <td>Exit velocity to surface media filters should be non-erosive [https://stormwater.pca.state.mn.us/index.php?title= | + | <td>Can be sized to accommodate drainage area of downstream BMP [https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_filtration#:~:text=%5Bedit%5D-,Physical%20feasibility%20initial%20check,-%5Bedit%5D]</td> |
+ | <td>Exit velocity to surface media filters should be non-erosive [https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_filtration#:~:text=in%20Karst%20terrain.-,Conveyance,-%5Bedit%5D]</td> | ||
<td>Recommended length to width ratio of 2:1</td> | <td>Recommended length to width ratio of 2:1</td> | ||
<td></td> | <td></td> | ||
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<tr> | <tr> | ||
<td>Oil/water/grit separators</td> | <td>Oil/water/grit separators</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td><1 acre impervious cover [http://www.iowadnr.gov/Portals/idnr/uploads/water/stormwater/manual/iswmm_chapter11.pdf?ver=2016-04-12-161256-770]</td> | <td><1 acre impervious cover [http://www.iowadnr.gov/Portals/idnr/uploads/water/stormwater/manual/iswmm_chapter11.pdf?ver=2016-04-12-161256-770]</td> | ||
<td>1-3 ft/min or less [http://www.iowadnr.gov/Portals/idnr/uploads/water/stormwater/manual/iswmm_chapter11.pdf?ver=2016-04-12-161256-770]</td> | <td>1-3 ft/min or less [http://www.iowadnr.gov/Portals/idnr/uploads/water/stormwater/manual/iswmm_chapter11.pdf?ver=2016-04-12-161256-770]</td> | ||
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<tr> | <tr> | ||
<td>Hydro Dry Screen</td> | <td>Hydro Dry Screen</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td></td> | <td></td> | ||
<td>Max Flow: 29-162 cfs, Treatment Flow: 11-80 cfs , 80% TSS removal: 1.8-16 cfs [https://www.hydro-int.com/sites/default/files/hydro_dryscreen_technical_abstract.pdf]</td> | <td>Max Flow: 29-162 cfs, Treatment Flow: 11-80 cfs , 80% TSS removal: 1.8-16 cfs [https://www.hydro-int.com/sites/default/files/hydro_dryscreen_technical_abstract.pdf]</td> | ||
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<tr> | <tr> | ||
<td>Suntree Nutrient Seprating Baffle Box (NSBB)</td> | <td>Suntree Nutrient Seprating Baffle Box (NSBB)</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td></td> | <td></td> | ||
<td>Maximum Treatment Flow Rate: 2-45 cfs [https://www.suntreetech.com/uploads/1/1/4/5/114586811/nsbb_operations_manual_v1.0.pdf]</td> | <td>Maximum Treatment Flow Rate: 2-45 cfs [https://www.suntreetech.com/uploads/1/1/4/5/114586811/nsbb_operations_manual_v1.0.pdf]</td> | ||
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<tr> | <tr> | ||
<td>Manhole Baffle Box</td> | <td>Manhole Baffle Box</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td>1-100 acres [https://nepis.epa.gov/Exe/ZyNET.exe/P100IL55.txt?ZyActionD=ZyDocument&Client=EPA&Index=2000%20Thru%202005&Docs=&Query=&Time=&EndTime=&SearchMethod=1&TocRestrict=n&Toc=&TocEntry=&QField=&QFieldYear=&QFieldMonth=&QFieldDay=&UseQField=&IntQFieldOp=0&ExtQFieldOp=0&XmlQuery=&File=D%3A%5CZYFILES%5CINDEX%20DATA%5C00THRU05%5CTXT%5C00000032%5CP100IL55.txt&User=ANONYMOUS&Password=anonymous&SortMethod=h%7C-&MaximumDocuments=1&FuzzyDegree=0&ImageQuality=r75g8/r75g8/x150y150g16/i425&Display=hpfr&DefSeekPage=x&SearchBack=ZyActionL&Back=ZyActionS&BackDesc=Results%20page&MaximumPages=1&ZyEntry=6]</td> | <td>1-100 acres [https://nepis.epa.gov/Exe/ZyNET.exe/P100IL55.txt?ZyActionD=ZyDocument&Client=EPA&Index=2000%20Thru%202005&Docs=&Query=&Time=&EndTime=&SearchMethod=1&TocRestrict=n&Toc=&TocEntry=&QField=&QFieldYear=&QFieldMonth=&QFieldDay=&UseQField=&IntQFieldOp=0&ExtQFieldOp=0&XmlQuery=&File=D%3A%5CZYFILES%5CINDEX%20DATA%5C00THRU05%5CTXT%5C00000032%5CP100IL55.txt&User=ANONYMOUS&Password=anonymous&SortMethod=h%7C-&MaximumDocuments=1&FuzzyDegree=0&ImageQuality=r75g8/r75g8/x150y150g16/i425&Display=hpfr&DefSeekPage=x&SearchBack=ZyActionL&Back=ZyActionS&BackDesc=Results%20page&MaximumPages=1&ZyEntry=6]</td> | ||
<td></td> | <td></td> | ||
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<tr> | <tr> | ||
<td>Environment 21 StormPro</td> | <td>Environment 21 StormPro</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td></td> | <td></td> | ||
<td>0.5-8.6 cfs. Max loading for all models = 10.8 gpm/sq ft [https://fortress.wa.gov/ecy/wqpds/pds/newtech/use_designations/STORMPROenvironment21PULD.pdf]; [http://www.njcat.org/uploads/newDocs/StormProVerificationReportFinal.pdf]</td> | <td>0.5-8.6 cfs. Max loading for all models = 10.8 gpm/sq ft [https://fortress.wa.gov/ecy/wqpds/pds/newtech/use_designations/STORMPROenvironment21PULD.pdf]; [http://www.njcat.org/uploads/newDocs/StormProVerificationReportFinal.pdf]</td> | ||
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<tr> | <tr> | ||
<td>BaySeparator by BaySaver </td> | <td>BaySeparator by BaySaver </td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td>1.2-8 acres impervious area [http://www.virginiadot.org/business/resources/LocDes/BMP_Design-Manual/Chapter_16_Hydrodynamic_Separators.pdf] | <td>1.2-8 acres impervious area [http://www.virginiadot.org/business/resources/LocDes/BMP_Design-Manual/Chapter_16_Hydrodynamic_Separators.pdf] | ||
</td> | </td> | ||
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<tr> | <tr> | ||
<td>Sump Manhole with SAFL Baffle</td> | <td>Sump Manhole with SAFL Baffle</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td><10 acres [https://upstreamtechnologies.us/docs/SAFL-Baffle-Design-Guide.pdf]</td> | <td><10 acres [https://upstreamtechnologies.us/docs/SAFL-Baffle-Design-Guide.pdf]</td> | ||
<td>Horizontal flow must be at least 3x flow from above [https://upstreamtechnologies.us/docs/SAFL-Baffle-Design-Guide.pdf]</td> | <td>Horizontal flow must be at least 3x flow from above [https://upstreamtechnologies.us/docs/SAFL-Baffle-Design-Guide.pdf]</td> | ||
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<tr> | <tr> | ||
<td>Deep sump catch basin</td> | <td>Deep sump catch basin</td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td><0.25 acre impervious area</td> | <td><0.25 acre impervious area</td> | ||
<td>< 3 cfs [http://prj.geosyntec.com/npsmanual/deepsumpcatchbasin.aspx]</td> | <td>< 3 cfs [http://prj.geosyntec.com/npsmanual/deepsumpcatchbasin.aspx]</td> | ||
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<tr> | <tr> | ||
<td>Forebay/pre-settling </td> | <td>Forebay/pre-settling </td> | ||
+ | <td>Above ground and below grade storage and settling</td> | ||
<td>10 acres minimum to wet pond, portion feeding into forebay depends on number of tributaries to pond [https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_stormwater_ponds]</td> | <td>10 acres minimum to wet pond, portion feeding into forebay depends on number of tributaries to pond [https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_stormwater_ponds]</td> | ||
<td>~0.2 cfs/acre drained [http://www.cleanwaterways.org/downloads/criteria_2001_edition.pdf]</td> | <td>~0.2 cfs/acre drained [http://www.cleanwaterways.org/downloads/criteria_2001_edition.pdf]</td> | ||
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<tr> | <tr> | ||
<td>Pretreatment vegetated filter strip (VFS)</td> | <td>Pretreatment vegetated filter strip (VFS)</td> | ||
+ | <td>Filtration</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>< 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 [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips]</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> | ||
Line 257: | Line 284: | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
+ | <td>Filtration</td> | ||
<td>Level-Spreader - Vegetative Filter Strip System (LS-VFS)</td> | <td>Level-Spreader - Vegetative Filter Strip System (LS-VFS)</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>< a few acres [https://stormwater.pca.state.mn.us/index.php?title=Design,_construction,_operation_and_maintenance_specifications_for_pretreatment_vegetated_filter_strips]</td> | ||
Line 267: | Line 295: | ||
<tr> | <tr> | ||
<td>Up-Flo Filter</td> | <td>Up-Flo Filter</td> | ||
+ | <td>Filtration</td> | ||
<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>0.66 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) [https://www.hydro-int.com/sites/default/files/ssuff1604_web.pdf]</td> | <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> | ||
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<tr> | <tr> | ||
<td>Storm Clean</td> | <td>Storm Clean</td> | ||
+ | <td>Filtration</td> | ||
<td></td> | <td></td> | ||
<td>Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm [https://cleanwayusa.com/stormclean/]</td> | <td>Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm [https://cleanwayusa.com/stormclean/]</td> | ||
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<tr> | <tr> | ||
<td>Gravel filtration</td> | <td>Gravel filtration</td> | ||
+ | <td>Filtration</td> | ||
<td>Same as inlet gravel bags are placed around</td> | <td>Same as inlet gravel bags are placed around</td> | ||
<td></td> | <td></td> | ||
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<tr> | <tr> | ||
<td>Filtration berm</td> | <td>Filtration berm</td> | ||
+ | <td>Filtration</td> | ||
<td></td> | <td></td> | ||
<td>1 cfs per 8 linear ft [http://prj.geosyntec.com/npsmanual/filterberm.aspx]</td> | <td>1 cfs per 8 linear ft [http://prj.geosyntec.com/npsmanual/filterberm.aspx]</td> | ||
Line 303: | Line 335: | ||
<tr> | <tr> | ||
<td>SiltSoxx R by Filtrexx</td> | <td>SiltSoxx R by Filtrexx</td> | ||
+ | <td>Filtration</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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<tr> | <tr> | ||
<td>StormExx R by Filtrexx</td> | <td>StormExx R by Filtrexx</td> | ||
+ | <td>Filtration</td> | ||
<td>Same as catch basin</td> | <td>Same as catch basin</td> | ||
<td>15-40 gpm [https://www.filtrexx.com/application/files/8315/2632/4158/Filtrexx_StormExx_CLEAN_Specification.pdf]</td> | <td>15-40 gpm [https://www.filtrexx.com/application/files/8315/2632/4158/Filtrexx_StormExx_CLEAN_Specification.pdf]</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>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> | ||
+ | <tr> | ||
+ | <td>SNOUT</td> | ||
+ | <td>Screening/Straining</td> | ||
+ | <td>Same as catch basin</td> | ||
+ | <td>Same as catch basin</td> | ||
+ | <td>Variety of sizes and shapes fit most rectangular and round manholes [http://www.bmpinc.com/sizing?field_structure_shape_value=Flat+Box&field_min_width_diameter_value_selective=All&field_straight_outside_diameter_value_selective=All]</td> | ||
+ | <td></td> | ||
+ | <td>Existing manholes and sumped catch basins (sump depth must be >36 inches or 2.5 x outlet pipe diameter [http://www.bmpinc.com/]</td> | ||
+ | <td></td> | ||
+ | </tr> | ||
+ | <tr> | ||
+ | <td>Eliminator</td> | ||
+ | <td>Screening/Straining</td> | ||
+ | <td>Same as catch basin</td> | ||
+ | <td>Up to 2 cfs if Elimo-Filter used [https://www.kleanstream.com/products/]</td> | ||
+ | <td>8, 10, 12, 15, and 18-inch sizes</td> | ||
+ | <td>High Density Polyethylene</td> | ||
+ | <td>Existing manholes and sumped catch basins</td> | ||
+ | <td></td> | ||
+ | </tr> | ||
+ | <tr> | ||
+ | <td>Floatable boom</td> | ||
+ | <td>Buoyancy/Skimming</td> | ||
+ | <td></td> | ||
+ | <td></td> | ||
+ | <td>Float height = 2-8 inches, Skirt/curtain = 8-16 ft, Section length 25-100 ft [https://www.spillcontrolinc.com/stormwater-products-spill-control/containment-booms-a-turbidity-curtains]</td> | ||
+ | <td>Blocks of expanded polystyrene, PVC</td> | ||
+ | <td>Calm to medium current water bodies downstream of nearshore construction zones, dredging, demolition [https://www.spillcontrolinc.com/stormwater-products-spill-control/containment-booms-a-turbidity-curtains]</td> | ||
+ | <td></td> | ||
+ | </tr> | ||
+ | <tr> | ||
+ | <td>Hood</td> | ||
+ | <td>Buoyancy/Skimming</td> | ||
+ | <td>Same as catch basin</td> | ||
+ | <td></td> | ||
+ | <td></td> | ||
+ | <td></td> | ||
+ | <td></td> | ||
<td></td> | <td></td> | ||
</tr> | </tr> | ||
+ | </table> | ||
− | </ | + | <noinclude> |
+ | [[Category:Level 3 - Best management practices/Pretreatment practices/Tables]] | ||
+ | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Pretreatment]] | ||
+ | </noinclude> |
Pretreatment system design information - all devices. NOTE: we have not maintained the links in these tables. If you want to find a link, go to this page, which is more likely to have updated links.
Link to this table
Device | Primary mechanism | Drainage area | Entrance velocity | Dimensions | Materials | Layout Recommendations (physical location, off-line placement) | Soils |
---|---|---|---|---|---|---|---|
Vortechs TM by Contech | Hydrodynamic separation | <10 acres, recommended <5 acres with <1-acre impervious cover1, 2 | 1.6-25 cfs3 | 9 standard sizes: 9 ft x 3 ft to 18 ft x 12 ft3 | Small footprints of predesigned models are suitable for urban areas and as a retrofit to existing networks. Can be online or off-line.3, 4 | ||
Continuous Deflective Separation (CDS) R by Contech | Hydrodynamic separation | <10 acres, recommended <5 acres with <1-acre impervious cover5, 6 | Inline up to 6 cfs, offline precast modules 3-62 cfs, offline cast in place up to 300 cfs7, 8 | 16 models: 3-10 ft diameter8 | Small footprints of predesigned models are suitable for urban areas and as a retrofit to existing networks9 | ||
Downstream Defender TM H.I.L. Technology | Hydrodynamic separation | <10 acres, recommended <5 acres with <1-acre impervious cover10, 11 | 1.6-24 cfs for 50% removal of 100-micron particles, peak flow rate 3-38 cfs12 | Predesigned manhole sizes: 4-12 ft in diameter, custom: up to 40 ft in diameter; Depth: 3.33 - 9.42 ft13, 14 | Small footprints of predesigned models are suitable for urban areas and as a retrofit to existing networks15 | ||
First Defense R by Hydro International | Hydrodynamic separation | 0.85-6.0 cfs for 50% TSS Removal16 | Six models: Diameter= 3-8 ft, Depth = 3.75-8 ft16 | At point of entry into drainage line, sites constrained by space, topography, or drainage profiles, and retrofit installations16 | |||
Stormceptor R by Imbrium or Rinker Materials | Varies from 1 acre to 150 acres depending on model, common in-line models can treat 0.55-6.7 acres impervious cover17, 18 | 8 prefabricated in-line models, 1 48-in diameter inlet model, large-scale MAX model18 | Small footprints of predesigned models are suitable for urban areas and as a retrofit to existing networks. Extended Oil Storage and Oil and Sand Removal Systems available for hot spot areas. Can be inlet or in-line, single or in series19, 20 | ||||
Barracuda by BaySaver | Hydrodynamic separation | Recommended <5 acres with <1-acre impervious cover21 | 50% TSS removal: 1.25 cfs, Maximum: 6.25 cfs22 | 6 manhole models: 36-120 in diameters22 | Small footprints of predesigned models are suitable for urban areas and as a retrofit to existing networks | ||
Dual Vortex Separator by OldCastle | Hydrodynamic separation | 0.56 – 9 cfs23 | Multiple sizes for both square manhole and square grated inlet models: 36 in to 144 in diameter24 | Small footprints of predesigned models are suitable for urban areas and as a retrofit to existing networks. Can be online or offline24 | |||
SciClone TM by BioClean | Hydrodynamic separation | WQ flow rate = 0.7-6.3 cfs25 | Twelve models: 3-14 ft diameter, storage capacity 11-231 cu ft26 | Small footprints of predesigned models are suitable for urban areas and as a retrofit to existing networks27 | |||
Rain Guardian - Bunker | Screening and straining | Up to 6.11 cfs [1] | Standard exterior dimensions = 51.25 in L x 20 in W x 15.75 in H, Designed for garden standard ponding depth of 9 in or 12 in [2] | 95% recycled plastic lumber [3] | Residential bioretention (rain gardens) [4] | ||
Rain Guardian - Turret | Screening and straining | Up to 3.45 cfs [5] | 46 in by 50 in base, 19.5 in total height, designed for garden standard ponding depth of 12 in [6] | Reinforced concrete base, fiberglass grate [7] | Parking lot rain gardens and high traffic areas [8] | ||
Rain Guardian - Foxhole | Screening and straining | 2 ft 11 in W x 1 ft 7 in H x As Long as Needed in 3 ft increments [9] | Reinforced concrete base, fiberglass grate [10] | Under walkways, paths and roads into a rain garden [11] | |||
Riprap check dams | Screening and straining | <10 acres [12] | 4-5 ft wide at the bottom, 1.5 to 2 ft wide at the top, 1.5 to 2 ft high, side slopes no steeper than 2:1 [13] | Riprap, coarse aggregate facing uphill side, mixture of rock sizes, nonwoven geotextile below [14] | Small open channels (not streams or rivers) with channel slopes >10% [15] | Areas conducive to erosion (sandy/silty) [16] | |
Wattles | Screening and straining | Not available, although perhaps similar to silt fence <0.25 acre | Two sizes: 9 in diameter x 25 ft long and 12 in diameter x 20 ft long, wooden stakes through wattle into soil every 3-4 ft [17] | Straw, tubular UV-stabilized black synthetic netting, 18-24 in wooden stakes [18] | Newly constructed or disturbed slopes [19] | ||
Hydro Screen | Screening and straining | Depends on model/application | Outfall screen can handle up to 1,000 cfs [20] | Depends on model/application | Stainless steel | Downspouts, detention ponds, private property/roofs, curbs, parking lots, farms [21] | |
Pretreatment row on underground storage/filtration | Above ground and below grade storage and settling | Varies widely, units may be placed in parallel and series to accommodate | Varies. Limiting factor is site footprint available. | Rigid chamber, gravel | In-line, ideal under parking lots and areas with tight footprints | Ideally highly infiltrative to achieve volume reduction | |
StormTech Isolator Row | Above ground and below grade storage and settling | Varies widely, units may be placed in parallel and series to accommodate | See flow Table 2 | Max length of row = 175 ft, but multiple rows may be used, see dimensions table for models SC-310, SC-310-3, SC-780, MC-3500 and MC-4500 [22] | Two layers of woven geotextile, StormTech chamber, non-woven fabric if model has perforated side walls, gravel [23] | In-line, after a manhole with a high flow weir. System is ideal under parking lots and roadways and areas with tight footprints [24] | Ideally highly infiltrative to achieve volume reduction [25] |
Settling chamber/vault | Above ground and below grade storage and settling | Can be sized to accommodate drainage area of downstream BMP [26] | Exit velocity to surface media filters should be non-erosive [27] | Recommended length to width ratio of 2:1 | |||
Oil/water/grit separators | Above ground and below grade storage and settling | <1 acre impervious cover [28] | 1-3 ft/min or less [29] | Total wet storage = 400 cf per acre of contributing imp area, depth of permanent pool >4 ft [30] | Reinforced concrete | Off-line, ideal in urban areas with small lots and for retrofits [31] | No soil or terrain restrictions [32] |
Hydro Dry Screen | Above ground and below grade storage and settling | Max Flow: 29-162 cfs, Treatment Flow: 11-80 cfs , 80% TSS removal: 1.8-16 cfs [33] | Five models: 4x8 ft to 12x20 ft (see Table 1) [34] | New construction or redevelopment sites, retrofit of storm drain lines, shallow installations with high groundwater or bedrock, installations requiring low headloss [35] | |||
Suntree Nutrient Seprating Baffle Box (NSBB) | Above ground and below grade storage and settling | Maximum Treatment Flow Rate: 2-45 cfs [36] | 4 ft x 2 ft x 2.7 ft - 24 ft x 12 ft x 9 ft [37] | Online [38] | |||
Manhole Baffle Box | Above ground and below grade storage and settling | 1-100 acres [39] | Typically 10-15 ft long x 6-8 ft high x 2 ft wider than pipe [40] | Concrete, fiberglass [41] | In-line or at the end of storm pipes, ideal for retrofitting existing pipes [42] | ||
Environment 21 StormPro | Above ground and below grade storage and settling | 0.5-8.6 cfs. Max loading for all models = 10.8 gpm/sq ft [43]; [44] | 11 models. The 5 models in the StormPro V series range from 4 ft x 8 ft x 2.5+ ft to 10 ft x 20 ft x 5+ ft [45]; [46] | Baffle wall: precast concrete or other approved rigid materials, Bypass pipe: rigid plastic [47] | |||
BaySeparator by BaySaver | Above ground and below grade storage and settling | 1.2-8 acres impervious area [48] | Treats maximum of 22 cfs [49] | 5 standard sizes: manhole diameter 48-120 inches, 6-8 ft deep [50] | Concrete, HDPE, polyethylene [51] | ||
Sump Manhole with SAFL Baffle | Above ground and below grade storage and settling | <10 acres [52] | Horizontal flow must be at least 3x flow from above [53] | Can be installed in sump structures w/ diameters of 3-10 ft and depths >= 3 ft [54] | Stainless steel [55] | New or existing sump manhole [56] | |
Deep sump catch basin | Above ground and below grade storage and settling | <0.25 acre impervious area | < 3 cfs [57] | Diameter of outlet pipe = D: diameter of catch basin = 4D, sump depth >= 4D, top of outlet pipe 1.5 D below bottom of inlet. Minimum sump depth = 4 ft. [58] | Off-line system. May not be used in place of oil/grit separator or sand filter in areas with potential to generate high concentrations of oil and grease such as high-use parking lots, gas stations, and vehicle storage areas [59] | ||
Forebay/pre-settling | Above ground and below grade storage and settling | 10 acres minimum to wet pond, portion feeding into forebay depends on number of tributaries to pond [60] | ~0.2 cfs/acre drained [61] | Volume > 10% of water quality volume, depth = 3-6 ft, surface area = 10% of pond permanent pool surface area or 0.1% of drainage area, Tear shaped (inlet at narrow end) w/ avg length to width ratio = 3:1, side slope = 3:1 or flatter [62]; [63] | Bottom of forebay hardened using concrete, asphalt, or grouted riprap [64] | On-line, at each inlet contributing greater than 10% of the total design storm inflow to pond [65] | Underlying soils should be hydrologic group C or D, liner may be needed for A or B group soils. [66] |
Pretreatment vegetated filter strip (VFS) | Filtration | < a few acres, max flow path 75-150 ft depending on perviousness, slope of drainage area <5% [67]; [68] | <1 ft/s, flow should be sheet flow and unconcentrated [69] | VFS width (parallel to sheet flow) = 25-100 ft depending on vegetation, slope and drainage area soil [70]; [71] | Soil, grass [72] | Residential lawns, parking lots, part of riparian buffer [73] | Hydrologic Soil Groups A-D permitted, table for corresponding slopes [74] |
Filtration | Level-Spreader - Vegetative Filter Strip System (LS-VFS) | < a few acres [75] | <=10cfs [76] | LS width (parallel to sheet flow) = 10-100 ft, VFS width >= 30-50 ft [77] | Concrete, soil, grass [78] | Distance from surface waters: LS and VFS must be outside riparian buffer, LS must be outside stormwater setbacks [79] | VFS max slope = 8% [80] |
Up-Flo Filter | Filtration | 0.66 acres impervious drainage area per filter module based on Nashville design storm [81] | 0.056 cfs per filter module (max number of modules 6-54) [82] | 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 [83] | ||
Storm Clean | Filtration | Filtration flow rates (nominal/max)= 40/80 gpm, Strainer flow rate >= 100 gpm [84] | Filtration surface area (fabric elements) = 6.4 sq ft, Strainer surface area = 4.8 sq ft [85] | Stainless steel [86] | Can be fit into existing catch basin, curb inlet, drop inlet, or downspout [87] | ||
Gravel filtration | 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. [88] | Bags are high quality woven polymer material with high UV rating, gravel [89] | In front of or around existing catch basin inlets [90] | ||
Filtration berm | Filtration | 1 cfs per 8 linear ft [91] | Berm height = 12-18 inches high with 3:1 side slopes, every 100-300 feet depending on slope [92] | Washed, well-graded gravel/rock ¾ to 3 inches in size with <5% fines [93] | Right-of-ways, traffic areas, construction sites [94] | No restriction | |
SiltSoxx R by Filtrexx | Filtration | Varies by application | Varies by application | Available in 5 in to 32 in diameter depending on application, up to 200 ft in length [95]; [96] | Filtrexx Media in Filtrexx Mesh [97] | Existing inlets, site perimeters, paved surfaces, compacted soils, exposed slopes [98] | Compacted or susceptible to erosion |
StormExx R by Filtrexx | Filtration | Same as catch basin | 15-40 gpm [99] | 15-gallon storage, fits any existing storm drain [100] | Stainless steel or HDPE, EnviroSoxx filtering media cartridge [101] | Existing inlet | |
SNOUT | Screening/Straining | Same as catch basin | Same as catch basin | Variety of sizes and shapes fit most rectangular and round manholes [102] | Existing manholes and sumped catch basins (sump depth must be >36 inches or 2.5 x outlet pipe diameter [103] | ||
Eliminator | Screening/Straining | Same as catch basin | Up to 2 cfs if Elimo-Filter used [104] | 8, 10, 12, 15, and 18-inch sizes | High Density Polyethylene | Existing manholes and sumped catch basins | |
Floatable boom | Buoyancy/Skimming | Float height = 2-8 inches, Skirt/curtain = 8-16 ft, Section length 25-100 ft [105] | Blocks of expanded polystyrene, PVC | Calm to medium current water bodies downstream of nearshore construction zones, dredging, demolition [106] | |||
Hood | Buoyancy/Skimming | Same as catch basin |
This page was last edited on 22 January 2024, at 22:11.