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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>Pollution prevention</td> | + | <td rowspan=9 colspan=2>'''Pollution prevention'''</td> |
− | <td> | + | <td rowspan=2>[[Pollution prevention]]</td> |
− | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td>Industrial commercial</td> |
− | |||
− | |||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Runoff minimization</td> |
− | |||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=5>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>Other<sup>b</sup></td> | <td>Other<sup>b</sup></td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Inspect & maintain</td> | <td>Inspect & maintain</td> | ||
</tr> | </tr> | ||
Line 64: | Line 49: | ||
<tr> | <tr> | ||
− | <td>Minimize runoff</td> | + | <td rowspan=10>'''Minimize runoff'''</td> |
− | <td>Reduce volume</td> | + | <td rowspan=10>Reduce volume</td> |
− | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Runoff minimization</td> |
− | |||
− | |||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
</tr> | </tr> | ||
<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>Infiltration filtration recharge</td> | <td>Infiltration filtration recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=4>Infiltration</td> |
− | |||
− | |||
<td>Infiltration basin</td> | <td>Infiltration basin</td> | ||
</tr> | </tr> | ||
Line 114: | Line 84: | ||
<tr> | <tr> | ||
− | <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> | ||
<tr> | <tr> | ||
− | <td>Minimize runoff</td> | + | <td rowspan=12>'''Minimize runoff'''</td> |
− | <td>Increase recharge</td> | + | <td rowspan=12>Increase recharge</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
Line 143: | Line 104: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Runoff minimization</td> |
− | |||
− | |||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
</tr> | </tr> | ||
<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>Infiltration filtration recharge</td> | <td>Infiltration filtration recharge</td> | ||
</tr> | </tr> | ||
Line 179: | Line 127: | ||
<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=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> | ||
+ | |||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Underground system</td> | <td>Underground system</td> | ||
</tr> | </tr> | ||
Line 220: | Line 154: | ||
<tr> | <tr> | ||
− | <td>Minimize runoff</td> | + | <td rowspan=15>'''Minimize runoff'''</td> |
− | <td>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> | + | <td rowspan=3>[[Pollution prevention]]</td> |
− | |||
− | |||
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Municipall</td> | <td>Municipall</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td>Industrial commercial</td> |
− | |||
− | |||
− | |||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=5>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>Other<sup>b</sup></td> | <td>Other<sup>b</sup></td> | ||
</tr> | </tr> | ||
Line 276: | Line 192: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Inspect & maintain</td> | <td>Inspect & maintain</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Filtration</td> | <td>Filtration</td> | ||
<td>Vegetative</td> | <td>Vegetative</td> | ||
Line 290: | Line 201: | ||
<tr> | <tr> | ||
− | <td> | + | <td rowspan=2>[[Stormwater ponds]]</td> |
− | |||
− | |||
<td>With extended detention</td> | <td>With extended detention</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> | ||
Line 325: | Line 224: | ||
<tr> | <tr> | ||
− | <td>Minimize runoff</td> | + | <td rowspan=20>'''Minimize runoff'''</td> |
− | <td>Reduce costs</td> | + | <td rowspan=2>Reduce costs</td> |
− | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Pre-construction</td> | <td>Pre-construction</td> | ||
Line 339: | Line 236: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=6>Local feasibility</td> |
− | + | <td rowspan=2>[[Pollution prevention]]</td> | |
− | <td>Pollution prevention</td> | ||
<td>Residential</td> | <td>Residential</td> | ||
</tr> | </tr> | ||
Line 347: | Line 243: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=4>Temporary construction sediment control</td> |
− | |||
− | |||
<td>Perimeter</td> | <td>Perimeter</td> | ||
</tr> | </tr> | ||
Line 362: | Line 253: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Slope</td> | <td>Slope</td> | ||
</tr> | </tr> | ||
Line 370: | Line 258: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Drainageway</td> | <td>Drainageway</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Other<sup>b</sup></td> | <td>Other<sup>b</sup></td> | ||
</tr> | </tr> | ||
Line 385: | Line 267: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=12>Cold climate</td> |
− | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
Line 393: | Line 274: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Pollution prevention</td> |
− | |||
− | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
Line 401: | Line 280: | ||
<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 | + | <td rowspan=2>Stormwater ponds</td> |
− | |||
− | |||
<td>With extended detention</td> | <td>With extended detention</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 wetlandd</td> | <td>ED shallow wetlandd</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Supplemental treatment</td> |
− | |||
− | |||
<td>Filtration devices</td> | <td>Filtration devices</td> | ||
</tr> | </tr> | ||
Line 466: | Line 322: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Hydrodynamic devices</td> | <td>Hydrodynamic devices</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Temporary construction sediment control | + | <td rowspan=17 colspan=2>'''Temporary construction sediment control'''</td> |
− | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
Line 480: | Line 332: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Pollution prevention</td> |
− | |||
− | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td>Industrial commercialtd> |
− | |||
− | |||
− | |||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=6>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> | ||
<tr> | <tr> | ||
− | + | <td>Slope</td> | |
− | |||
− | |||
− | <td>Slope</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Drainageway</td> | <td>Drainageway</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Other<sup>b</sup></td> | <td>Other<sup>b</sup></td> | ||
</tr> | </tr> | ||
+ | |||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Inspect & maintain</td> | <td>Inspect & maintain</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td>[[Bioretention]]</td> |
− | |||
− | |||
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
Line 544: | Line 373: | ||
<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>[[Stormwater ponds]]</td> |
− | |||
− | |||
<td>With extended detention</td> | <td>With extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Constructed wetlands</td> | <td>Constructed wetlands</td> | ||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
Line 579: | Line 396: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Supplemental treatments</td> |
− | |||
− | |||
<td>Filtration devices</td> | <td>Filtration devices</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | + | <td>Hydrodynamic devices</td> | |
− | |||
− | |||
− | <td>Hydrodynamic devices</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Watershed factors</td> | + | <td rowspan=24>'''Watershed factors'''</td> |
− | <td>Lakes</td> | + | <td rowspan=24>Lakes</td> |
− | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=3>Pollution preventionn</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>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
Line 629: | Line 431: | ||
<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>Other<sup>b</sup></td> | <td>Other<sup>b</sup></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 recharge</td> | <td>Infiltration filtration recharge</td> | ||
</tr> | </tr> | ||
+ | |||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td rowspan=3>Filtration</td> |
− | + | </tr> | |
− | < | + | |
+ | <tr> | ||
<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=4>Infiltration</td> |
− | |||
− | |||
<td>Infiltration basin</td> | <td>Infiltration basin</td> | ||
</tr> | </tr> | ||
Line 704: | Line 483: | ||
<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> | ||
+ | |||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Stormwater ponds</td> |
− | |||
− | |||
<td>With extended detention</td> | <td>With extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Constructed wetlands</td> | <td>Constructed wetlands</td> | ||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
+ | |||
<tr> | <tr> | ||
− | |||
− | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Chemical biological treatment</td> | <td>Chemical biological treatment</td> | ||
Line 750: | Line 514: | ||
<tr> | <tr> | ||
− | <td>Watershed factors</td> | + | <td rowspan=14>'''Watershed factors'''</td> |
− | <td>Trout resources</td> | + | <td rowspan=14>Trout resources</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
Line 757: | Line 521: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
Line 765: | Line 527: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Drainageway</td> | <td>Drainageway</td> | ||
Line 772: | Line 532: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=4>Bioretention</td> |
− | |||
− | |||
<td>Infiltration recharge</td> | <td>Infiltration recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Filtration partial rechargee</td> | <td>Filtration partial rechargee</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td>Infiltration filtration recharge</td> |
− | + | </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 | + | <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 829: | Line 574: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Underground system</td> | <td>Underground system</td> | ||
</tr> | </tr> | ||
Line 837: | Line 579: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Constructed wetlands</td> | <td>Constructed wetlands</td> | ||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
Line 844: | Line 584: | ||
<tr> | <tr> | ||
− | <td>Watershed factors</td> | + | <td rowspan=18>'''Watershed factors'''</td> |
− | <td>Drinking water</td> | + | <td rowspan=18>Drinking water</td> |
− | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
<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>Volume reduction</td> | <td>Volume reduction</td> | ||
Line 872: | Line 605: | ||
<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>Other<sup>b</sup></td> | <td>Other<sup>b</sup></td> | ||
</tr> | </tr> | ||
<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>Infiltration filtration recharge</td> | <td>Infiltration filtration recharge</td> | ||
</tr> | </tr> | ||
+ | |||
<tr> | <tr> | ||
− | <td | + | <td rowspan=4>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> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Stormwater ponds</td> |
− | |||
− | |||
<td>With extended detention</td> | <td>With extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Constructed wetlands</td> | <td>Constructed wetlands</td> | ||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
Line 967: | Line 666: | ||
<tr> | <tr> | ||
− | <td>Watershed factors</td> | + | <td rowspan=16>'''Watershed factors'''</td> |
− | <td>Wetlands (calcareous fens)</td> | + | <td rowspan=16>Wetlands (calcareous fens)</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
Line 974: | Line 673: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=3>Bioretention</td> |
− | |||
− | |||
<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 | + | <td rowspan=3>Filtration</td> |
− | |||
− | |||
− | |||
</tr> | </tr> | ||
+ | |||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<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=4>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> | ||
<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>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Chemical biological treatment</td> | <td>Chemical biological treatment</td> | ||
Line 1,076: | Line 739: | ||
<tr> | <tr> | ||
− | <td>Watershed factors</td> | + | <td rowspan=16>'''Watershed factors'''</td> |
− | <td>Impaired waters</td> | + | <td rowspan=16>Impaired waters</td> |
− | <td>Better | + | <td>[[Better site design]]</td> |
<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
<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>Volume reduction</td> | <td>Volume reduction</td> | ||
Line 1,104: | Line 760: | ||
<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>Bioretention</td> |
− | |||
− | |||
<td>Infiltration filtration recharge</td> | <td>Infiltration filtration 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> | ||
Line 1,146: | Line 788: | ||
<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> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=3>Constructed wetlands</td> |
− | |||
− | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
Line 1,175: | Line 807: | ||
<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>Climate and terrain</td> | + | <td rowspan=16>'''Climate and terrain'''</td> |
− | <td>Active karst</td> | + | <td rowspan=7>Active karst</td> |
− | <td>Runoff minimization</td> | + | <td rowspan=2>Runoff minimization</td> |
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Slope</td> | <td>Slope</td> | ||
Line 1,210: | Line 831: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Bioretention</td> | <td>Bioretention</td> | ||
<td>Filtration</td> | <td>Filtration</td> | ||
Line 1,218: | Line 837: | ||
<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>Constructed wetland</td> | <td>Constructed wetland</td> | ||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
Line 1,239: | Line 851: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=9>Low infiltration soil</td> |
− | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
Line 1,246: | Line 857: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Runoff minimization</td> | <td>Runoff minimization</td> | ||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
Line 1,253: | Line 862: | ||
<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=2>[[Stormwater ponds]]</td> |
− | |||
− | |||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
</tr> | </tr> | ||
Line 1,275: | Line 877: | ||
<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> | ||
Line 1,297: | Line 891: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Pond wetland system</td> | <td>Pond wetland system</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td>Climate and terrain</td> | + | <td rowspan=24>'''Climate and terrain'''</td> |
− | <td>High snowfall</td> | + | <td rowspan=18>High snowfall</td> |
<td>Pollution prevention</td> | <td>Pollution prevention</td> | ||
<td>Municipal</td> | <td>Municipal</td> | ||
Line 1,312: | Line 903: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Runoff minimization</td> |
− | |||
− | |||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
</tr> | </tr> | ||
+ | |||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=3>Temporary construction sediment control</td> |
− | |||
− | |||
<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 | + | <td rowspan=2>Bioretention</td> |
− | |||
− | |||
<td>Infiltration filtration recharge</td> | <td>Infiltration filtration recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Filtration</td> | <td>Filtration</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=3>Infiltration</td> |
− | |||
− | |||
<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> | ||
<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 1,394: | Line 957: | ||
<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> | ||
Line 1,416: | Line 971: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Supplemental treatment</td> |
− | |||
− | |||
<td>Filtration devices</td> | <td>Filtration devices</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Hydrodynamic devices</td> | <td>Hydrodynamic devices</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=6>Low rainfall</td> |
− | + | <td>[[Bioretention]]</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>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
<td>Without extended detention</td> | <td>Without extended detention</td> | ||
Line 1,458: | Line 1,000: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Constructed wetlands</td> |
− | |||
− | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
Line 1,466: | Line 1,006: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
Line 1,474: | Line 1,011: | ||
<tr> | <tr> | ||
− | <td>Stormwater treatment suitability</td> | + | <td rowspan=26>'''Stormwater treatment suitability'''</td> |
− | <td>Recharge</td> | + | <td rowspan=10>Recharge</td> |
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
Line 1,481: | Line 1,018: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Runoff minimization</td> |
− | |||
− | |||
<td>Volume reduction</td> | <td>Volume reduction</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Capture and re-use</td> | <td>Capture and re-use</td> | ||
</tr> | </tr> | ||
<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>Infiltration filtration recharge</td> | <td>Infiltration filtration recharge</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=4>Infiltration</td> |
− | |||
− | |||
<td>Infiltration basin</td> | <td>Infiltration basin</td> | ||
</tr> | </tr> | ||
Line 1,524: | Line 1,046: | ||
<tr> | <tr> | ||
− | <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> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=16>Water quality</td> |
− | |||
<td>Better Site Design</td> | <td>Better Site Design</td> | ||
<td> </td> | <td> </td> | ||
Line 1,553: | Line 1,065: | ||
<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=5>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>Other<sup>b</sup></td> | <td>Other<sup>b</sup></td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>Inspect & maintain</td> | <td>Inspect & maintain</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Filtration</td> |
− | |||
− | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
Line 1,617: | Line 1,106: | ||
<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> | ||
+ | |||
<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=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 1,664: | 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 1,747: | Line 1,196: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Slope</td> | <td>Slope</td> | ||
Line 1,754: | 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 1,790: | 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 1,813: | 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 1,835: | 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 1,856: | 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 1,905: | 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 1,934: | 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 1,955: | 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> | ||
</tr> | </tr> | ||
Line 1,977: | 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 2,004: | Line 1,369: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Hydrodynamic devices</td> | <td>Hydrodynamic devices</td> | ||
Line 2,012: | 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 2,020: | 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 2,028: | 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 2,064: | Line 1,413: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Hydrodynamic devices</td> | <td>Hydrodynamic devices</td> | ||
Line 2,071: | 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 2,078: | 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 2,106: | 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 2,127: | 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 2,188: | 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 2,203: | 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 2,210: | 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 2,244: | Line 1,539: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Constructed wetlands</td> |
− | |||
− | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
Line 2,252: | Line 1,545: | ||
<tr> | <tr> | ||
− | |||
− | |||
− | |||
<td>ED shallow wetland</td> | <td>ED shallow wetland</td> | ||
</tr> | </tr> | ||
Line 2,260: | Line 1,550: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Supplemental treatment</td> | <td>Supplemental treatment</td> | ||
<td>Filtration devices</td> | <td>Filtration devices</td> | ||
Line 2,267: | 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 2,282: | 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 2,311: | Line 1,585: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Bioretention</td> | <td>Bioretention</td> | ||
<td>Filtration</td> | <td>Filtration</td> | ||
Line 2,318: | Line 1,590: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Filtration</td> | <td>Filtration</td> | ||
<td>Vegetative</td> | <td>Vegetative</td> | ||
Line 2,325: | Line 1,595: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Stormwater ponds</td> |
− | |||
− | |||
<td>Stormwater ponds</td> | <td>Stormwater ponds</td> | ||
</tr> | </tr> | ||
Line 2,333: | 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 2,348: | 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 2,368: | 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 2,376: | 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 2,391: | Line 1,642: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Filtration</td> | <td>Filtration</td> | ||
<td>Vegetative</td> | <td>Vegetative</td> | ||
Line 2,398: | 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 2,405: | 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 2,433: | 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 2,497: | 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 2,504: | Line 1,718: | ||
<tr> | <tr> | ||
− | |||
− | |||
<td>Temporary construction sediment control</td> | <td>Temporary construction sediment control</td> | ||
<td>Drainageway</td> | <td>Drainageway</td> | ||
Line 2,512: | 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 2,520: | Line 1,731: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Pollution prevention</td> |
− | |||
− | |||
<td>Municipal</td> | <td>Municipal</td> | ||
</tr> | </tr> | ||
Line 2,528: | 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 2,545: | 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 2,580: | Line 1,769: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=2>Filtration</td> |
− | |||
− | |||
<td>Media (sand)</td> | <td>Media (sand)</td> | ||
</tr> | </tr> | ||
Line 2,588: | 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 2,610: | Line 1,789: | ||
<tr> | <tr> | ||
− | <td | + | <td rowspan=3>Constructed wetlands</td> |
− | |||
− | |||
<td>Shallow wetland</td> | <td>Shallow wetland</td> | ||
</tr> | </tr> | ||
Line 2,618: | 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> | ||
+ | |||
+ | <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.