Difference between revisions of "Best management practices matrix"
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| + | <font size=3>'''Best management practices matrix'''</font size><br> | ||
| + | Link to this [[Best management practices matrix|table]] | ||
| − | |||
| − | |||
<table class="sortable"> | <table class="sortable"> | ||
<tr> | <tr> | ||
| − | <th colspan=4>Recommended best management practices</th> | + | <th colspan=4><center><big>Recommended best management practices</big></center></th> |
</tr> | </tr> | ||
<tr> | <tr> | ||
<td rowspan=9 colspan=2>'''Pollution prevention'''</td> | <td rowspan=9 colspan=2>'''Pollution prevention'''</td> | ||
| − | <td rowspan=2>Pollution prevention</td> | + | <td rowspan=2>[[Pollution prevention]]</td> |
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercial</td> |
</tr> | </tr> | ||
| Line 51: | Line 51: | ||
<td rowspan=10>'''Minimize runoff'''</td> | <td rowspan=10>'''Minimize runoff'''</td> | ||
<td rowspan=10>Reduce volume</td> | <td rowspan=10>Reduce volume</td> | ||
| − | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
| Line 65: | Line 65: | ||
<tr> | <tr> | ||
| − | <td rowspan=3>Bioretention</td> | + | <td rowspan=3>[[Bioretention]]</td> |
<td>Infiltration recharge</td> | <td>Infiltration recharge</td> | ||
</tr> | </tr> | ||
| Line 84: | Line 84: | ||
<tr> | <tr> | ||
| − | <td>Infiltration trench</td> | + | <td>[[Infiltration trench]]</td> |
</tr> | </tr> | ||
| Line 113: | Line 113: | ||
<tr> | <tr> | ||
| − | <td rowspan=3>Bioretention</td> | + | <td rowspan=3>[[Bioretention]]</td> |
<td>Infiltration recharge</td> | <td>Infiltration recharge</td> | ||
</tr> | </tr> | ||
| Line 127: | Line 127: | ||
<tr> | <tr> | ||
| − | <td rowspan=2>Filtration</td> | + | <td rowspan=2>[[Filtration]]</td> |
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
| Line 141: | Line 141: | ||
<tr> | <tr> | ||
| − | <td>Infiltration trench</td> | + | <td>[[Infiltration trench]]</td> |
</tr> | </tr> | ||
| Line 156: | Line 156: | ||
<td rowspan=15>'''Minimize runoff'''</td> | <td rowspan=15>'''Minimize runoff'''</td> | ||
<td rowspan=15>Improve water quality</td> | <td rowspan=15>Improve water quality</td> | ||
| − | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td rowspan=3>Pollution prevention</td> | + | <td rowspan=3>[[Pollution prevention]]</td> |
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
| Line 170: | Line 170: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercial</td> |
</tr> | </tr> | ||
| Line 201: | Line 201: | ||
<tr> | <tr> | ||
| − | <td rowspan=2>Stormwater ponds</td> | + | <td rowspan=2>[[Stormwater ponds]]</td> |
<td>With extended detention</td> | <td>With extended detention</td> | ||
</tr> | </tr> | ||
| Line 226: | Line 226: | ||
<td rowspan=20>'''Minimize runoff'''</td> | <td rowspan=20>'''Minimize runoff'''</td> | ||
<td rowspan=2>Reduce costs</td> | <td rowspan=2>Reduce costs</td> | ||
| − | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
| Line 237: | Line 237: | ||
<tr> | <tr> | ||
<td rowspan=6>Local feasibility</td> | <td rowspan=6>Local feasibility</td> | ||
| − | <td rowspan=2>Pollution prevention</td> | + | <td rowspan=2>[[Pollution prevention]]</td> |
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
| Line 280: | Line 280: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercial</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td rowspan=2>Filtration</td> | + | <td rowspan=2>[[Filtration]]</td> |
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
| Line 337: | Line 337: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercialtd> |
</tr> | </tr> | ||
| Line 367: | Line 367: | ||
<tr> | <tr> | ||
| − | <td>Bioretention</td> | + | <td>[[Bioretention]]</td> |
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
| Line 373: | Line 373: | ||
<tr> | <tr> | ||
| − | <td rowspan=2>Filtration</td> | + | <td rowspan=2>[[Filtration]]</td> |
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
| Line 382: | Line 382: | ||
<tr> | <tr> | ||
| − | <td rowspan=2>Stormwater ponds</td> | + | <td rowspan=2>[[Stormwater ponds]]</td> |
<td>With extended detention</td> | <td>With extended detention</td> | ||
</tr> | </tr> | ||
| Line 407: | Line 407: | ||
<td rowspan=24>'''Watershed factors'''</td> | <td rowspan=24>'''Watershed factors'''</td> | ||
<td rowspan=24>Lakes</td> | <td rowspan=24>Lakes</td> | ||
| − | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
| Line 421: | Line 421: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercial</td> |
</tr> | </tr> | ||
| Line 565: | Line 565: | ||
<tr> | <tr> | ||
| − | <td>Infiltration trench</td> | + | <td>[[Infiltration trench]]</td> |
</tr> | </tr> | ||
| Line 586: | Line 586: | ||
<td rowspan=18>'''Watershed factors'''</td> | <td rowspan=18>'''Watershed factors'''</td> | ||
<td rowspan=18>Drinking water</td> | <td rowspan=18>Drinking water</td> | ||
| − | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
| Line 622: | Line 622: | ||
<tr> | <tr> | ||
| − | <td rowspan=3>Bioretention</td> | + | <td rowspan=3>[[Bioretention]]</td> |
<td>Infiltration recharge</td> | <td>Infiltration recharge</td> | ||
</tr> | </tr> | ||
| Line 666: | Line 666: | ||
<tr> | <tr> | ||
| − | <td rowspan=16>Watershed factors</td> | + | <td rowspan=16>'''Watershed factors'''</td> |
<td rowspan=16>Wetlands (calcareous fens)</td> | <td rowspan=16>Wetlands (calcareous fens)</td> | ||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
| Line 712: | Line 712: | ||
<tr> | <tr> | ||
<td rowspan=2>Stormwater ponds</td> | <td rowspan=2>Stormwater ponds</td> | ||
| − | <td>Stormwater ponds</td> | + | <td>[[Stormwater ponds]]</td> |
</tr> | </tr> | ||
| Line 739: | Line 739: | ||
<tr> | <tr> | ||
| − | <td rowspan=16>Watershed factors</td> | + | <td rowspan=16>'''Watershed factors'''</td> |
<td rowspan=16>Impaired waters</td> | <td rowspan=16>Impaired waters</td> | ||
| − | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
| Line 871: | Line 871: | ||
<tr> | <tr> | ||
| − | <td rowspan=2>Stormwater ponds</td> | + | <td rowspan=2>[[Stormwater ponds]]</td> |
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
</tr> | </tr> | ||
| Line 895: | Line 895: | ||
<tr> | <tr> | ||
| − | <td rowspan=24>Climate and terrain</td> | + | <td rowspan=24>'''Climate and terrain'''</td> |
<td rowspan=18>High snowfall</td> | <td rowspan=18>High snowfall</td> | ||
<td>Pollution prevention</td> | <td>Pollution prevention</td> | ||
| Line 981: | Line 981: | ||
<tr> | <tr> | ||
<td rowspan=6>Low rainfall</td> | <td rowspan=6>Low rainfall</td> | ||
| − | <td>Bioretention</td> | + | <td>[[Bioretention]]</td> |
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
| Line 1,011: | Line 1,011: | ||
<tr> | <tr> | ||
| − | <td rowspan=26>Stormwater treatment suitability</td> | + | <td rowspan=26>'''Stormwater treatment suitability'''</td> |
<td rowspan=10>Recharge</td> | <td rowspan=10>Recharge</td> | ||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
| Line 1,046: | Line 1,046: | ||
<tr> | <tr> | ||
| − | <td>Infiltration trench</td> | + | <td>[[Infiltration trench]]</td> |
</tr> | </tr> | ||
| Line 1,074: | Line 1,074: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercial</td> |
</tr> | </tr> | ||
| Line 1,132: | Line 1,132: | ||
<tr> | <tr> | ||
| − | <td>Stormwater treatment suitability</td> | + | <td rowspan=11>'''Stormwater treatment suitability'''</td> |
| − | <td>Channel protection</td> | + | <td rowspan=11>Channel protection</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,139: | Line 1,139: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>[[Pollution prevention]]</td> |
| − | |||
| − | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Temporary construction sediment control</td> |
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Drainageway</td> | <td>Drainageway</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Stormwater ponds</td> |
| − | |||
| − | |||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Constructed wetlands</td> |
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Stormwater treatment suitability</td> | + | <td rowspan=24>'''Stormwater treatment suitability'''</td> |
| − | <td>Peak discharge</td> | + | <td rowspan=17>Peak discharge</td> |
<td>Pollution prevention</td> | <td>Pollution prevention</td> | ||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
| Line 1,222: | Line 1,196: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Slope</td> | <td>Slope</td> | ||
| Line 1,229: | Line 1,201: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Bioretention</td> |
| − | |||
| − | |||
<td>Infiltration recharge</td> | <td>Infiltration recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Filtration partial recharge</td> | <td>Filtration partial recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Filtration</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
| Line 1,265: | Line 1,224: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=4>Infiltration</td> |
| − | |||
| − | |||
<td>Infiltration basin</td> | <td>Infiltration basin</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td> | + | <td>[[Infiltration trench]]</td> |
| − | |||
| − | |||
| − | |||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Dry well</td> | <td>Dry well</td> | ||
</tr> | </tr> | ||
| Line 1,288: | Line 1,239: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Underground system</td> | <td>Underground system</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=5>Stormwater ponds</td> |
| − | |||
| − | |||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
</tr> | </tr> | ||
| Line 1,310: | Line 1,254: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
| Line 1,331: | Line 1,267: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=7>PSH<sup>c</sup></td> |
| − | + | <td>[[Better site design</td> | |
| − | <td>Better | ||
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Pollution prevention</td> |
| − | |||
| − | |||
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercial</td> |
| − | |||
| − | |||
| − | |||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Filtration</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Infiltration</td> | <td>Infiltration</td> | ||
<td>Infiltration basin</td> | <td>Infiltration basin</td> | ||
| Line 1,380: | Line 1,300: | ||
<tr> | <tr> | ||
| − | <td>Physical feasibility</td> | + | <td rowspan=14>'''Physical feasibility'''</td> |
| − | <td>Soils</td> | + | <td rowspan=6>Soils</td> |
| − | <td>Temporary construction sediment control</td> | + | <td rowspan=3>Temporary construction sediment control</td> |
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Drainageway</td> | <td>Drainageway</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Bioretention</td> | <td>Bioretention</td> | ||
<td>Filtration</td> | <td>Filtration</td> | ||
| Line 1,409: | Line 1,321: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Filtration</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
<td>Elevation difference</td> | <td>Elevation difference</td> | ||
<td>Bioretention</td> | <td>Bioretention</td> | ||
| Line 1,430: | Line 1,337: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=7>Depth to rock</td> |
| − | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Bioretention</td> | <td>Bioretention</td> | ||
<td>Filtration</td> | <td>Filtration</td> | ||
| Line 1,452: | Line 1,350: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Filtration</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Constructed wetlands</td> |
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
| Line 1,479: | Line 1,369: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Hydrodynamic devices</td> | <td>Hydrodynamic devices</td> | ||
| Line 1,487: | Line 1,375: | ||
<tr> | <tr> | ||
| − | <td>Physical feasibility</td> | + | <td rowspan=12>'''Physical feasibility'''</td> |
| − | <td>Depth to water table</td> | + | <td rowspan=8>Depth to water table</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,495: | Line 1,383: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
| Line 1,503: | Line 1,389: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>[[Bioretention]]</td> |
| − | |||
| − | |||
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Filtration</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Constructed wetlands</td> |
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
| Line 1,539: | Line 1,413: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Hydrodynamic devices</td> | <td>Hydrodynamic devices</td> | ||
| Line 1,546: | Line 1,418: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=4>Site slope</td> |
| − | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,553: | Line 1,424: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Temporary construction sediment control</td> |
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Drainageway</td> | <td>Drainageway</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Physical feasibility</td> | + | <td rowspan=15>'''Physical feasibility'''</td> |
| − | <td>Ultra-urban</td> | + | <td rowspan=15>Ultra-urban</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,581: | Line 1,444: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Pollution prevention</td> |
| − | |||
| − | |||
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
| Line 1,602: | Line 1,458: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Temporary construction sediment control</td> |
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
| + | |||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=4>Bioretention</td> |
| − | |||
| − | |||
<td>Infiltration recharge</td> | <td>Infiltration recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Filtration partial recharge</td> | <td>Filtration partial recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Infiltration filtration rechargee</td> | <td>Infiltration filtration rechargee</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td> | + | <td rowspan=2>[[Filtration]]</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Infiltration</td> | <td>Infiltration</td> | ||
<td>Underground system</td> | <td>Underground system</td> | ||
| Line 1,663: | Line 1,499: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Supplemental treatment</td> |
| − | |||
| − | |||
<td>Filtration devices</td> | <td>Filtration devices</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Hydrodynamic devicess</td> | <td>Hydrodynamic devicess</td> | ||
</tr> | </tr> | ||
| Line 1,678: | Line 1,509: | ||
<tr> | <tr> | ||
| − | <td>Community and environment</td> | + | <td rowspan=23>'''Community and environment'''</td> |
| − | <td>Ease of maintenance</td> | + | <td rowspan=9>Ease of maintenance</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,685: | Line 1,516: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Pollution prevention</td> |
| − | |||
| − | |||
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Temporary construction sediment control</td> |
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Filtration</td> | <td>Filtration</td> | ||
<td>Vegetative</td> | <td>Vegetative</td> | ||
| Line 1,719: | Line 1,539: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Constructed wetlands</td> |
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
| Line 1,727: | Line 1,545: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
| Line 1,735: | Line 1,550: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Filtration devices</td> | <td>Filtration devices</td> | ||
| Line 1,742: | Line 1,555: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=14>Community acceptance</td> |
| − | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
| − | <td> | + | <td> </td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Pollution prevention</td> |
| − | |||
| − | |||
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
| Line 1,757: | Line 1,567: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Temporary construction sediment control</td> |
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
| Line 1,786: | Line 1,585: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Bioretention</td> | <td>Bioretention</td> | ||
<td>Filtration</td> | <td>Filtration</td> | ||
| Line 1,793: | Line 1,590: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Filtration</td> | <td>Filtration</td> | ||
<td>Vegetative</td> | <td>Vegetative</td> | ||
| Line 1,800: | Line 1,595: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Stormwater ponds</td> |
| − | |||
| − | |||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
</tr> | </tr> | ||
| Line 1,808: | Line 1,601: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Constructed wetlands</td> |
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
| Line 1,823: | Line 1,611: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Filtration devices</td> | <td>Filtration devices</td> | ||
| Line 1,843: | Line 1,624: | ||
<tr> | <tr> | ||
| − | <td>Community and environment</td> | + | <td rowspan=18>'''Community and environment'''</td> |
| − | <td>Construction cost</td> | + | <td rowspan=4>Construction cost</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,851: | Line 1,632: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Temporary construction sediment control</td> |
| − | |||
| − | |||
<td>Pre-construction</td> | <td>Pre-construction</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
| Line 1,866: | Line 1,642: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Filtration</td> | <td>Filtration</td> | ||
<td>Vegetative</td> | <td>Vegetative</td> | ||
| Line 1,873: | Line 1,647: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=10>Habitat quality</td> |
| − | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,880: | Line 1,653: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=4>Bioretention</td> |
| − | |||
| − | |||
<td>Infiltration recharge</td> | <td>Infiltration recharge</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Filtration partial recharge</td> | <td>Filtration partial recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Infiltration filtration recharge</td> | <td>Infiltration filtration recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
| Line 1,908: | Line 1,671: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Filtration</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Constructed wetlands</td> |
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=4>Nuisance</td> |
| − | + | <td rowspan=4>Infiltration</td> | |
| − | <td>Infiltration</td> | ||
<td>Infiltration basin</td> | <td>Infiltration basin</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Infiltration trench</td> | <td>Infiltration trench</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Dry well</td> | <td>Dry well</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Underground system</td> | <td>Underground system</td> | ||
</tr> | </tr> | ||
| Line 1,972: | Line 1,712: | ||
<tr> | <tr> | ||
| − | <td>Location-specific restrictions and setbacks | + | <td rowspan=2 colspan=2>'''Location-specific restrictions and setbacks'''</td> |
| − | |||
<td>Pollution prevention</td> | <td>Pollution prevention</td> | ||
<td>Municipal</td> | <td>Municipal</td> | ||
| Line 1,979: | Line 1,718: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Drainageway</td> | <td>Drainageway</td> | ||
| Line 1,987: | Line 1,724: | ||
<tr> | <tr> | ||
| − | <td>Knowledge of performance and reliability | + | <td rowspan=16 colspan=2>'''Knowledge of performance and reliability'''</td> |
| − | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
| Line 1,995: | Line 1,731: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Pollution prevention</td> |
| − | |||
| − | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
| Line 2,003: | Line 1,737: | ||
<tr> | <tr> | ||
| − | <td> | + | <td>Industrial commercialtd> |
| − | |||
| − | |||
| − | |||
| − | |||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
| Line 2,020: | Line 1,747: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=4>Temporary construction sediment control</td> |
| − | |||
| − | |||
| − | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | + | <td>Drainageway</td> | |
| − | |||
| − | |||
| − | <td>Drainageway</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Inspect & maintain</td> | <td>Inspect & maintain</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
<td>Bioretention</td> | <td>Bioretention</td> | ||
<td>Filtration</td> | <td>Filtration</td> | ||
| Line 2,056: | Line 1,769: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Filtration</td> |
| − | |||
| − | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
| Line 2,064: | Line 1,775: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Vegetative</td> | <td>Vegetative</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=2>Stormwater ponds</td> |
| − | |||
| − | |||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
</tr> | </tr> | ||
| Line 2,086: | Line 1,789: | ||
<tr> | <tr> | ||
| − | <td | + | <td rowspan=3>Constructed wetlands</td> |
| − | |||
| − | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
| Line 2,094: | Line 1,795: | ||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
| + | |||
<tr> | <tr> | ||
| − | |||
| − | |||
| − | |||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
| + | <tr> | ||
| + | <th colspan=4><center><big>Conditional best management practices</big></center></th> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td rowspan=2 colspan=2>'''Pollution prevention'''</td> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=7>'''Minimize runoff'''</td> | ||
| + | <td rowspan=7>Reduce volume</td> | ||
| + | <td rowspan=2>Bioretention</td> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Filtration</td> | ||
| + | <td>Media (sand)</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| − | </table> | + | <tr> |
| − | + | <td>Pond wetland system</td> | |
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=7>'''Minimize runoff'''</td> | ||
| + | <td rowspan=7>Increase recharge</td> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Pond wetland system</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=14>'''Minimize runoff'''</td> | ||
| + | <td rowspan=14>Improve water quality</td> | ||
| + | <td rowspan=2>Runoff minimization</td> | ||
| + | <td>Volume reduction</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Media (sand)</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Supplemental treatment</td> | ||
| + | <td>Chemical biological treatment</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=11>'''Minimize runoff'''</td> | ||
| + | <td rowspan=11>Reduce costs</td> | ||
| + | <td rowspan=3>Pollution prevention</td> | ||
| + | <td>Residential</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Municipal</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Runoff minimization</td> | ||
| + | <td>Volume reduction</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Inspect & maintain</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>'''Minimize runoff'''</td> | ||
| + | <td>Local feasibility</td> | ||
| + | <td>Pollution prevention</td> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td rowspan=13>'''Minimize runoff'''</td> | ||
| + | <td rowspan=13>Cold climate</td> | ||
| + | <td>Pollution prevention</td> | ||
| + | <td>Residential</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Volume reduction</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Temporary construction sediment control</td> | ||
| + | <td>Perimeter</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Slope</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Drainageway</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=7>'''Minimize runoff'''</td> | ||
| + | <td rowspan=7>Land use</td> | ||
| + | <td>[[Bioretention]]</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Supplemental treatment</td> | ||
| + | <td>Filtration devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td rowspan=8 colspan=2>'''Temporary construction sediment control'''</td> | ||
| + | <td rowspan=2>Runoff minimization</td> | ||
| + | <td>Volume reduction</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Supplemental treatment</td> | ||
| + | <td>Chemical biological treatment</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=20>'''Watershed factors'''</td> | ||
| + | <td rowspan=2>Lakes</td> | ||
| + | <td rowspan=2>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Trout resources</td> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Drinking water</td> | ||
| + | <td>Pollution preventions</td> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Wetlands (calcareous fens)</td> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Volume reduction</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=9>Impaired waters</td> | ||
| + | <td>Pollution prevention</td> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>[[Infiltration trench]]</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=17>'''Climate and terrain'''</td> | ||
| + | <td rowspan=7>Active karst</td> | ||
| + | <td colspan=2>Better Site Design</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Temporary construction sediment control</td> | ||
| + | <td>Drainageway</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Stormwater ponds</td> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Constructed wetlands</td> | ||
| + | <td>Pond wetland system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Fractured bedrock/shallow soil</td> | ||
| + | <td colspan=2>Better Site Design</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Low infiltration soil</td> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Filtration</td> | ||
| + | <td>Media (sand)</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=6>High snowfallt</td> | ||
| + | <td colspan=2>Better Site Design</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Pollution prevention</td> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Filtration</td> | ||
| + | <td>Media (sand)</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Low rainfall</td> | ||
| + | <td>[[Stormwater ponds]]</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=16>'''Stormwater treatment suitability'''</td> | ||
| + | <td rowspan=4>Recharge</td> | ||
| + | <td rowspan=3>Temporary construction sediment control</td> | ||
| + | <td>Slope</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Drainageway</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=12>Water quality</td> | ||
| + | <td rowspan=2>Runoff minimization</td> | ||
| + | <td>Volume reduction</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Supplemental treatment</td> | ||
| + | <td>Chemical biological treatment</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=19>'''Stormwater treatment suitability'''</td> | ||
| + | <td rowspan=11>Channel protection</td> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>[[Filtration]]</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=5>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry wellh</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Peak discharge</td> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=7>PSH<sup>c</sup></td> | ||
| + | <td colspan=2>Better Site Design</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>[[Stormwater ponds]]</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Pond wetland system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=12>'''Physical feasibility'''</td> | ||
| + | <td rowspan=2>Surface area</td> | ||
| + | <td rowspan=2>Supplemental treatment</td> | ||
| + | <td>Filtration devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Soils</td> | ||
| + | <td rowspan=2>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Slope</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Depth to water table</td> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Site slope</td> | ||
| + | <td rowspan=4>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtratione</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=18>'''Community and environment'''</td> | ||
| + | <td rowspan=9>Ease of maintenance</td> | ||
| + | <td>Pollution prevention</td> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Constructed wetlands</td> | ||
| + | <td>Pond wetland system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Supplemental treatment</td> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Pollution prevention</td> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Industrial commercial</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Habitat quality</td> | ||
| + | <td rowspan=2>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=5>Nuisance</td> | ||
| + | <td rowspan=2>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Pond wetland system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Ease of maintenance</td> | ||
| + | <td rowspan=2>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2 colspan=2>'''Location-specific restrictions and setbacks'''</td> | ||
| + | <td colspan=2>Better Site Design</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=12 colspan=2>'''Knowledge of performance and reliability'''</td> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Temporary construction sediment control</td> | ||
| + | <td>Other<sup>b</sup></td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Supplemental treatment</td> | ||
| + | <td>Chemical biological treatment</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td>Filtration devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | |||
| + | |||
| + | |||
| + | <tr> | ||
| + | <td rowspan=6 colspan=2>'''Sensitivity to improper construction and poor maintenances'''</td> | ||
| + | <td colspan=2>Better Site Design</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Capture and re-use</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Filtration</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration</td> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <th colspan=4><big>Not recommended best management practices</big></th> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td rowspan=4 colspan=2>'''Temporary construction sediment control'''</td> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>'''Watershed factors'''</td> | ||
| + | <td rowspan=2>Trout resources</td> | ||
| + | <td rowspan=2>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=13>'''Climate and terrain'''</td> | ||
| + | <td rowspan=6>Active karst</td> | ||
| + | <td rowspan=2>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Fractured bedrock/shallow soil</td> | ||
| + | <td>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=6>Low infiltration soil</td> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=9>'''Stormwater treatment suitability'''</td> | ||
| + | <td rowspan=9>PSH<sup>c</sup></td> | ||
| + | <td>Infiltration</td> | ||
| + | <td>Bioretention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=5>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=27>'''Physical feasibility'''</td> | ||
| + | <td rowspan=2>Surface area</td> | ||
| + | <td rowspan=2>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Drainage area</td> | ||
| + | <td rowspan=3>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Pond wetland system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Soils</td> | ||
| + | <td rowspan=4>[[Infiltration]]</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>[[Infiltration trench]]</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=8>Depth to rock</td> | ||
| + | <td rowspan=3>[[Bioretention]]</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Depth to water table</td> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=6>Ultra-urban</td> | ||
| + | <td rowspan=3>Stormwater ponds</td> | ||
| + | <td>With extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Without extended detention</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Constructed wetlands</td> | ||
| + | <td>Shallow wetland</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>ED shallow wetland</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Pond wetland system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=19>'''Community and environment'''</td> | ||
| + | <td rowspan=5>Ease of maintenance</td> | ||
| + | <td>Filtration</td> | ||
| + | <td>Media (sand)</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Community acceptance</td> | ||
| + | <td rowspan=2>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=6>Construction cost</td> | ||
| + | <td rowspan=2>Filtration</td> | ||
| + | <td>Media (sand)</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Vegetative</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Infiltration</td> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Supplemental treatment</td> | ||
| + | <td>Chemical biological treatment</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Chemical biological treatment</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=6>Habitat quality</td> | ||
| + | <td>Filtration</td> | ||
| + | <td>Media (sand)</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td rowspan=3>Infiltration</td> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=2>Supplemental treatment</td> | ||
| + | <td>Filtration devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=12 colspan=2>'''Sensitivity to improper construction and poor maintenance'''</td> | ||
| + | <td>Runoff minimization</td> | ||
| + | <td>Volume reduction</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Temporary construction sediment control</td> | ||
| + | <td>Perimeter</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Slope</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Drainageway</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=3>Bioretention</td> | ||
| + | <td>Infiltration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Filtration partial recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration filtration recharge</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td rowspan=4>Infiltration</td> | ||
| + | <td>Infiltration basin</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Infiltration trench</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Dry well</td> | ||
| + | </tr> | ||
| + | |||
| + | <tr> | ||
| + | <td>Underground system</td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Supplemental treatmentn</td> | ||
| + | <td>Hydrodynamic devices</td> | ||
| + | </tr> | ||
| + | </table> | ||
| + | <font size=1><sup>a</sup>I/C = Industrial commercial<br> | ||
| + | <sup>b</sup>Includes drainage inlets, trees, waterbodies<br> | ||
| + | <sup>c</sup>PSH = potential stormwater hotspot<br> | ||
| + | <sup>d</sup>Condition = recommended with conditions</font size> | ||
| − | [[ | + | <noinclude>[[Category:Level 3 - General information, reference, tables, images, and archives/Tables/General bmp information]]</noinclude> |
Latest revision as of 20:04, 4 August 2022
Best management practices matrix
Link to this table
| Pollution prevention | Pollution prevention | Municipal | |
| Industrial commercial | |||
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Minimize runoff | Reduce volume | Better site design | |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Minimize runoff | Increase recharge | Better Site Design | |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Minimize runoff | Improve water quality | Better site design | |
| Pollution prevention | Residential | ||
| Municipall | |||
| Industrial commercial | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Filtration | Vegetative | ||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Minimize runoff | Reduce costs | Better site design | |
| Temporary construction sediment control | Pre-construction | ||
| Local feasibility | Pollution prevention | Residential | |
| Municipal | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Cold climate | Better Site Design | ||
| Pollution prevention | Municipal | ||
| Industrial commercial | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetlandd | |||
| Pond wetland system | |||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devices | |||
| Temporary construction sediment control | Better Site Design | ||
| Pollution prevention | Municipal | ||
| Industrial commercialtd> | |||
| Temporary construction sediment control | Pre-construction | ||
| Perimeter | |||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Pond wetland system | ||
| Supplemental treatments | Filtration devices | ||
| Hydrodynamic devices | |||
| Watershed factors | Lakes | Better site design | |
| Pollution preventionn | Residential | ||
| Municipal | |||
| Industrial commercial | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | |||
| Media (sand) | |||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Pond wetland system | ||
| Supplemental treatment | Chemical biological treatment | ||
| Watershed factors | Trout resources | Better Site Design | |
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Drainageway | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial rechargee | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Constructed wetlands | Pond wetland system | ||
| Watershed factors | Drinking water | Better site design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Pond wetland system | ||
| Watershed factors | Wetlands (calcareous fens) | Better Site Design | |
| Bioretention | Filtration partial recharge | ||
| Infiltration filtration recharge | |||
| Filtration | |||
| Media (sand) | |||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Supplemental treatment | Chemical biological treatment | ||
| Watershed factors | Impaired waters | Better site design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Bioretention | Infiltration filtration recharge | ||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Climate and terrain | Active karst | Runoff minimization | Volume reduction |
| Capture and re-use | |||
| Temporary construction sediment control | Slope | ||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetland | Shallow wetland | ||
| Low infiltration soil | Runoff minimization | Volume reduction | |
| Runoff minimization | Capture and re-use | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Climate and terrain | High snowfall | Pollution prevention | Municipal |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Temporary construction sediment control | Slope | ||
| Drainageway | |||
| Inspect & maintain | |||
| Bioretention | Infiltration filtration recharge | ||
| Filtration | |||
| Infiltration | Infiltration trench | ||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devices | |||
| Low rainfall | Bioretention | Filtration | |
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Without extended detention | ||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Stormwater treatment suitability | Recharge | Better Site Design | |
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Water quality | Better Site Design | ||
| Pollution prevention | Residential | ||
| Municipal | |||
| Industrial commercial | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Otherb | |||
| Inspect & maintain | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Stormwater treatment suitability | Channel protection | Better Site Design | |
| Pollution prevention | Municipal | ||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Stormwater treatment suitability | Peak discharge | Pollution prevention | Municipal |
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Slope | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Shallow wetland | |||
| ED shallow wetland | |||
| Pond wetland system | |||
| PSHc | [[Better site design | ||
| Pollution prevention | Residential | ||
| Municipal | |||
| Industrial commercial | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Physical feasibility | Soils | Temporary construction sediment control | Perimeter |
| Slope | |||
| Drainageway | |||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Elevation difference | Bioretention | Filtration | |
| Depth to rock | Better Site Design | ||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Hydrodynamic devices | ||
| Physical feasibility | Depth to water table | Better Site Design | |
| Runoff minimization | Capture and re-use | ||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Hydrodynamic devices | ||
| Site slope | Better Site Design | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Physical feasibility | Ultra-urban | Better Site Design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Runoff minimization | Capture and re-use | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration rechargee | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Underground system | ||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devicess | |||
| Community and environment | Ease of maintenance | Better Site Design | |
| Pollution prevention | Residential | ||
| Municipal | |||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Filtration | Vegetative | ||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Filtration devices | ||
| Community acceptance | Better Site Design | ||
| Pollution prevention | Residential | ||
| Municipal | |||
| Temporary construction sediment control | Perimeter | ||
| Perimeter | |||
| Slope | |||
| Bioretention | Filtration | ||
| Filtration | Vegetative | ||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Supplemental treatment | Filtration devices | ||
| Community and environment | Construction cost | Better Site Design | |
| Temporary construction sediment control | Pre-construction | ||
| Perimeter | |||
| Filtration | Vegetative | ||
| Habitat quality | Better Site Design | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Nuisance | Infiltration | Infiltration basin | |
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Location-specific restrictions and setbacks | Pollution prevention | Municipal | |
| Temporary construction sediment control | Drainageway | ||
| Knowledge of performance and reliability | Better Site Design | ||
| Pollution prevention | Municipal | ||
| Industrial commercialtd> | |||
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Inspect & maintain | |||
| Bioretention | Filtration | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Stormwater ponds | Stormwater ponds | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Pollution prevention | Bioretention | Filtration | |
| Filtration | Vegetative | ||
| Minimize runoff | Reduce volume | Bioretention | Filtration |
| Filtration | |||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Minimize runoff | Increase recharge | Bioretention | Filtration |
| Filtration | Vegetative | ||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Minimize runoff | Improve water quality | Runoff minimization | Volume reduction |
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Media (sand) | ||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Supplemental treatment | Chemical biological treatment | ||
| Filtration devices | |||
| Hydrodynamic devices | |||
| Minimize runoff | Reduce costs | Pollution prevention | Residential |
| Municipal | |||
| Industrial commercial | |||
| Runoff minimization | Volume reduction | ||
| Capture and re-use | |||
| Temporary construction sediment control | Inspect & maintain | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Vegetative | ||
| Minimize runoff | Local feasibility | Pollution prevention | Industrial commercial |
| Minimize runoff | Cold climate | Pollution prevention | Residential |
| Runoff minimization | Volume reduction | ||
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Minimize runoff | Land use | Bioretention | Infiltration recharge |
| Bioretention | Filtration partial recharge | ||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Vegetative | ||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devices | |||
| Temporary construction sediment control | Runoff minimization | Volume reduction | |
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Supplemental treatment | Chemical biological treatment | ||
| Watershed factors | Lakes | Constructed wetlands | Shallow wetland |
| ED shallow wetland | |||
| Trout resources | Runoff minimization | Capture and re-use | |
| Temporary construction sediment control | Otherb | ||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Drinking water | Pollution preventions | Industrial commercial | |
| Runoff minimization | Capture and re-use | ||
| Filtration | Vegetative | ||
| Wetlands (calcareous fens) | Runoff minimization | Infiltration recharge | |
| Bioretention | Volume reduction | ||
| Impaired waters | Pollution prevention | Industrial commercial | |
| Runoff minimization | Capture and re-use | ||
| Temporary construction sediment control | Otherb | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Climate and terrain | Active karst | Better Site Design | |
| Temporary construction sediment control | Drainageway | ||
| Otherb | |||
| Bioretention | Filtration partial recharge | ||
| Stormwater ponds | Without extended detention | ||
| Constructed wetlands | Pond wetland system | ||
| Fractured bedrock/shallow soil | Better Site Design | ||
| Low infiltration soil | Bioretention | Filtration | |
| Filtration | Media (sand) | ||
| Vegetative | |||
| High snowfallt | Better Site Design | ||
| Pollution prevention | Industrial commercial | ||
| Bioretention | Infiltration recharge | ||
| Filtration | Media (sand) | ||
| Vegetative | |||
| Infiltration | Infiltration basin | ||
| Low rainfall | Stormwater ponds | With extended detention | |
| Stormwater treatment suitability | Recharge | Temporary construction sediment control | Slope |
| Drainageway | |||
| Otherb | |||
| Filtration | Vegetative | ||
| Water quality | Runoff minimization | Volume reduction | |
| Capture and re-use | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Infiltration | Infiltration basin | ||
| Dry well | |||
| Underground system | |||
| Supplemental treatment | Chemical biological treatment | ||
| Filtration devices | |||
| Hydrodynamic devices | |||
| Stormwater treatment suitability | Channel protection | Temporary construction sediment control | Otherb |
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtration | |||
| Filtration | Vegetative | ||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Infiltration trench | |||
| Dry wellh | |||
| Underground system | |||
| Peak discharge | Temporary construction sediment control | Otherb | |
| PSHc | Better Site Design | ||
| Bioretention | Filtration | ||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Physical feasibility | Surface area | Supplemental treatment | Filtration devices |
| Hydrodynamic devices | |||
| Soils | Constructed wetlands | Shallow wetland | |
| ED shallow wetland | |||
| Temporary construction sediment control | Slope | ||
| Depth to water table | Bioretention | Infiltration recharge | |
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Site slope | Bioretention | Infiltration recharge | |
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Filtratione | |||
| Community and environment | Ease of maintenance | Pollution prevention | Industrial commercial |
| Temporary construction sediment control | Otherb | ||
| Bioretention | Filtration | ||
| Filtration | |||
| Without extended detention | |||
| Constructed wetlands | Pond wetland system | ||
| Supplemental treatment | Hydrodynamic devices | ||
| Pollution prevention | Industrial commercial | ||
| Industrial commercial | |||
| Habitat quality | Stormwater ponds | With extended detention | |
| Without extended detention | |||
| Nuisance | Stormwater ponds | With extended detention | |
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Ease of maintenance | Stormwater ponds | With extended detention | |
| With extended detention | |||
| Location-specific restrictions and setbacks | Better Site Design | ||
| Runoff minimization | Capture and re-use | ||
| Knowledge of performance and reliability | Runoff minimization | Capture and re-use | |
| Temporary construction sediment control | Otherb | ||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Supplemental treatment | Chemical biological treatment | ||
| Filtration devices | |||
| Hydrodynamic devices | |||
| Sensitivity to improper construction and poor maintenances | Better Site Design | ||
| Runoff minimization | Capture and re-use | ||
| Bioretention | Filtration | ||
| Filtration | Vegetative | ||
| Stormwater ponds | With extended detention | ||
| Without extended detention | |||
| Not recommended best management practices | |||
| Temporary construction sediment control | Infiltration | Infiltration basin | |
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Watershed factors | Trout resources | Stormwater ponds | With extended detention |
| Without extended detention | |||
| Climate and terrain | Active karst | Bioretention | Infiltration recharge |
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Fractured bedrock/shallow soil | Bioretention | Infiltration recharge | |
| Low infiltration soil | Bioretention | Infiltration recharge | |
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Underground system | |||
| Stormwater treatment suitability | PSHc | Infiltration | Bioretention |
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Dry well | |||
| Underground system | |||
| Physical feasibility | Surface area | Stormwater ponds | With extended detention |
| Without extended detention | |||
| Drainage area | Constructed wetlands | Shallow wetland | |
| ED shallow wetland | |||
| Pond wetland system | |||
| Soils | Infiltration | Infiltration basin | |
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Depth to rock | Bioretention | Infiltration recharge | |
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Stormwater ponds | With extended detention | ||
| Depth to water table | Infiltration | Infiltration basin | |
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Ultra-urban | Stormwater ponds | With extended detention | |
| Without extended detention | |||
| Without extended detention | |||
| Constructed wetlands | Shallow wetland | ||
| ED shallow wetland | |||
| Pond wetland system | |||
| Community and environment | Ease of maintenance | Filtration | Media (sand) |
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Community acceptance | Bioretention | Infiltration recharge | |
| Infiltration filtration recharge | |||
| Construction cost | Filtration | Media (sand) | |
| Vegetative | |||
| Infiltration | Infiltration trench | ||
| Underground system | |||
| Supplemental treatment | Chemical biological treatment | ||
| Chemical biological treatment | |||
| Habitat quality | Filtration | Media (sand) | |
| Infiltration | Infiltration trench | ||
| Dry well | |||
| Underground system | |||
| Supplemental treatment | Filtration devices | ||
| Hydrodynamic devices | |||
| Sensitivity to improper construction and poor maintenance | Runoff minimization | Volume reduction | |
| Temporary construction sediment control | Perimeter | ||
| Slope | |||
| Drainageway | |||
| Bioretention | Infiltration recharge | ||
| Filtration partial recharge | |||
| Infiltration filtration recharge | |||
| Infiltration | Infiltration basin | ||
| Infiltration trench | |||
| Dry well | |||
| Underground system | |||
| Supplemental treatmentn | Hydrodynamic devices | ||
aI/C = Industrial commercial
bIncludes drainage inlets, trees, waterbodies
cPSH = potential stormwater hotspot
dCondition = recommended with conditions
This page was last edited on 4 August 2022, at 20:04.