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

Latest revision as of 20:04, 4 August 2022

Best management practices matrix
Link to this table

Recommended best management practices
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
Conditional best management practices
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.