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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 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 741: | Line 741: | ||
<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 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 1,046: | 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 1,139: | Line 1,139: | ||
<tr> | <tr> | ||
− | <td>Pollution prevention</td> | + | <td>[[Pollution prevention]]</td> |
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
Line 1,229: | Line 1,229: | ||
<tr> | <tr> | ||
− | <td>Infiltration trench</td> | + | <td>[[Infiltration trench]]</td> |
</tr> | </tr> | ||
Line 1,268: | Line 1,268: | ||
<tr> | <tr> | ||
<td rowspan=7>PSH<sup>c</sup></td> | <td rowspan=7>PSH<sup>c</sup></td> | ||
− | <td>Better | + | <td>[[Better site design</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
Line 1,281: | Line 1,281: | ||
<tr> | <tr> | ||
− | <td> | + | <td>Industrial commercial</td> |
</tr> | </tr> | ||
Line 1,389: | Line 1,389: | ||
<tr> | <tr> | ||
− | <td>Bioretention</td> | + | <td>[[Bioretention]]</td> |
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
Line 1,485: | Line 1,485: | ||
<tr> | <tr> | ||
− | <td rowspan=2>Filtration</td> | + | <td rowspan=2>[[Filtration]]</td> |
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
Line 1,557: | Line 1,557: | ||
<td rowspan=14>Community acceptance</td> | <td rowspan=14>Community acceptance</td> | ||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
− | <td> | + | <td> </td> |
</tr> | </tr> | ||
Line 1,624: | 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 1,632: | 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 1,647: | Line 1,642: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Filtration</td> | <td>Filtration</td> | ||
<td>Vegetative</td> | <td>Vegetative</td> | ||
Line 1,654: | 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 1,661: | 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 1,689: | 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 1,753: | 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 1,760: | Line 1,718: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Drainageway</td> | <td>Drainageway</td> | ||
Line 1,768: | 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 1,776: | Line 1,731: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Pollution prevention</td> |
− | |||
− | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
Line 1,784: | 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 1,801: | 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 1,837: | Line 1,769: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Filtration</td> |
− | |||
− | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
Line 1,845: | 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 1,867: | Line 1,789: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=3>Constructed wetlands</td> |
− | |||
− | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
Line 1,875: | 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> | ||
− | </table> | + | <tr> |
− | + | <td>ED shallow wetland</td> | |
+ | </tr> | ||
+ | |||
+ | <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> |
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.