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<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>Pollution prevention</td>
+
<td rowspan=9 colspan=2>'''Pollution prevention'''</td>
<td> </td>
+
<td rowspan=2>[[Pollution prevention]]</td>
<td>Pollution prevention</td>
 
 
<td>Municipal</td>
 
<td>Municipal</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Pollution prevention</td>
+
<td>Industrial commercial</td>
<td> </td>
 
<td>Pollution prevention</td>
 
<td>I/C<sup>a</sup></td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Pollution prevention</td>
+
<td rowspan=2>Runoff minimization</td>
<td> </td>
 
<td>Runoff minimization</td>
 
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Pollution prevention</td>
 
<td> </td>
 
<td>Runoff minimization</td>
 
 
<td>Capture and re-use</td>
 
<td>Capture and re-use</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Pollution prevention</td>
+
<td rowspan=5>Temporary construction sediment control</td>
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Pollution prevention</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Pollution prevention</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Pollution prevention</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Other<sup>b</sup></td>
 
<td>Other<sup>b</sup></td>
 
</tr>
 
</tr>
 
<tr>
 
<tr>
<td>Pollution prevention</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Inspect & maintain</td>
 
<td>Inspect & maintain</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=10>'''Minimize runoff'''</td>
<td>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>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>Runoff minimization</td>
<td>Reduce volume</td>
 
<td>Runoff minimization</td>
 
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Reduce volume</td>
 
<td>Runoff minimization</td>
 
 
<td>Capture and re-use</td>
 
<td>Capture and re-use</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=3>[[Bioretention]]</td>
<td>Reduce volume</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration recharge</td>
 
<td>Infiltration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Reduce volume</td>
 
<td>Bioretention</td>
 
 
<td>Filtration partial recharge</td>
 
<td>Filtration partial recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Reduce volume</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=4>Infiltration</td>
<td>Reduce volume</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration basin</td>
 
<td>Infiltration basin</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td>[[Infiltration trench]]</td>
<td>Reduce volume</td>
 
<td>Infiltration</td>
 
<td>Infiltration trench</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Reduce volume</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Reduce volume</td>
 
<td>Infiltration</td>
 
 
<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>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>Runoff minimization</td>
<td>Increase recharge</td>
 
<td>Runoff minimization</td>
 
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Increase recharge</td>
 
<td>Runoff minimization</td>
 
 
<td>Capture and re-use</td>
 
<td>Capture and re-use</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=3>[[Bioretention]]</td>
<td>Increase recharge</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration recharge</td>
 
<td>Infiltration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Increase recharge</td>
 
<td>Bioretention</td>
 
 
<td>Filtration partial recharge</td>
 
<td>Filtration partial recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Increase recharge</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
Line 187: Line 127:
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>[[Filtration]]</td>
<td>Increase recharge</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Increase recharge</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=4>Infiltration</td>
<td>Increase recharge</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration basin</td>
 
<td>Infiltration basin</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td>[[Infiltration trench]]</td>
<td>Increase recharge</td>
 
<td>Infiltration</td>
 
<td>Infiltration trench</td>
 
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Increase recharge</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Increase recharge</td>
 
<td>Infiltration</td>
 
 
<td>Underground system</td>
 
<td>Underground system</td>
 
</tr>
 
</tr>
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<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 Site Design</td>
+
<td>[[Better site design]]</td>
 
<td> </td>
 
<td> </td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=3>[[Pollution prevention]]</td>
<td>Improve water quality</td>
 
<td>Pollution prevention</td>
 
 
<td>Residential</td>
 
<td>Residential</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Pollution prevention</td>
 
 
<td>Municipall</td>
 
<td>Municipall</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td>Industrial commercial</td>
<td>Improve water quality</td>
 
<td>Pollution prevention</td>
 
<td>I/C<sup>a</sup></td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=5>Temporary construction sediment control</td>
<td>Improve water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Other<sup>b</sup></td>
 
<td>Other<sup>b</sup></td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Inspect & maintain</td>
 
<td>Inspect & maintain</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
 
<td>Filtration</td>
 
<td>Filtration</td>
 
<td>Vegetative</td>
 
<td>Vegetative</td>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>[[Stormwater ponds]]</td>
<td>Improve water quality</td>
 
<td>Stormwater ponds</td>
 
 
<td>With extended detention</td>
 
<td>With extended detention</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=3>Constructed wetlands</td>
<td>Improve water quality</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Constructed wetlands</td>
 
 
<td>ED shallow wetland</td>
 
<td>ED shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Improve water quality</td>
 
<td>Constructed wetlands</td>
 
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=20>'''Minimize runoff'''</td>
<td>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>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Reduce costs</td>
 
 
<td>Temporary construction sediment control</td>
 
<td>Temporary construction sediment control</td>
 
<td>Pre-construction</td>
 
<td>Pre-construction</td>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=6>Local feasibility</td>
<td>Local feasibility</td>
+
<td rowspan=2>[[Pollution prevention]]</td>
<td>Pollution prevention</td>
 
 
<td>Residential</td>
 
<td>Residential</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Local feasibility</td>
 
<td>Pollution prevention</td>
 
 
<td>Municipal</td>
 
<td>Municipal</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=4>Temporary construction sediment control</td>
<td>Local feasibility</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Local feasibility</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Local feasibility</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Local feasibility</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Other<sup>b</sup></td>
 
<td>Other<sup>b</sup></td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=12>Cold climate</td>
<td>Cold climate</td>
 
 
<td>Better Site Design</td>
 
<td>Better Site Design</td>
 
<td> </td>
 
<td> </td>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>Pollution prevention</td>
<td>Cold climate</td>
 
<td>Pollution prevention</td>
 
 
<td>Municipal</td>
 
<td>Municipal</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td>Industrial commercial</td>
<td>Cold climate</td>
 
<td>Pollution prevention</td>
 
<td>I/C<sup>a</sup></td>
 
 
</tr>
 
</tr>
  
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>[[Filtration]]</td>
<td>Cold climate</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Cold climate</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>Stormwater ponds</td>
<td>Cold climate</td>
 
<td>Stormwater ponds</td>
 
 
<td>With extended detention</td>
 
<td>With extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Cold climate</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=3>Constructed wetlands</td>
<td>Cold climate</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Cold climate</td>
 
<td>Constructed wetlands</td>
 
 
<td>ED shallow wetlandd</td>
 
<td>ED shallow wetlandd</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Cold climate</td>
 
<td>Constructed wetlands</td>
 
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Minimize runoff</td>
+
<td rowspan=2>Supplemental treatment</td>
<td>Cold climate</td>
 
<td>Supplemental treatment</td>
 
 
<td>Filtration devices</td>
 
<td>Filtration devices</td>
 
</tr>
 
</tr>
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<tr>
 
<tr>
<td>Minimize runoff</td>
 
<td>Cold climate</td>
 
<td>Supplemental treatment</td>
 
 
<td>Hydrodynamic devices</td>
 
<td>Hydrodynamic devices</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td rowspan=17 colspan=2>'''Temporary construction sediment control'''</td>
<td> </td>
 
 
<td>Better Site Design</td>
 
<td>Better Site Design</td>
 
<td> </td>
 
<td> </td>
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<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td rowspan=2>Pollution prevention</td>
<td> </td>
+
<td>Municipal</td>
<td>Pollution prevention</td>
 
<td>Municipal</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td>Industrial commercialtd>
<td> </td>
 
<td>Pollution prevention</td>
 
<td>I/C<sup>a</sup></td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td rowspan=6>Temporary construction sediment control</td>
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Pre-construction</td>
 
<td>Pre-construction</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
Line 524: Line 355:
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Other<sup>b</sup></td>
 
<td>Other<sup>b</sup></td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Inspect & maintain</td>
 
<td>Inspect & maintain</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td>[[Bioretention]]</td>
<td> </td>
 
<td>Bioretention</td>
 
 
<td>Filtration</td>
 
<td>Filtration</td>
 
</tr>
 
</tr>
Line 552: Line 373:
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td rowspan=2>[[Filtration]]</td>
<td> </td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td>Vegetative</td>
<td> </td>
 
<td>Filtration</td>
 
<td>Vegetative</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td rowspan=2>[[Stormwater ponds]]</td>
<td> </td>
 
<td>Stormwater ponds</td>
 
 
<td>With extended detention</td>
 
<td>With extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
 
<td>Constructed wetlands</td>
 
<td>Constructed wetlands</td>
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
Line 587: Line 396:
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
+
<td rowspan=2>Supplemental treatments</td>
<td> </td>
 
<td>Supplemental treatments</td>
 
 
<td>Filtration devices</td>
 
<td>Filtration devices</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Temporary construction sediment control</td>
 
<td> </td>
 
<td>Supplemental treatment</td>
 
 
<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 Site Design</td>
+
<td>[[Better site design]]</td>
 
<td> </td>
 
<td> </td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>Pollution preventionn</td>
<td>Lakes</td>
 
<td>Pollution preventionn</td>
 
 
<td>Residential</td>
 
<td>Residential</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Pollution preventionn</td>
 
 
<td>Municipal</td>
 
<td>Municipal</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td>Industrial commercial</td>
<td>Lakes</td>
 
<td>Pollution preventionn</td>
 
<td>I/C<sup>a</sup></td>
 
 
</tr>
 
</tr>
  
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
 
<td>Runoff minimization</td>
 
<td>Runoff minimization</td>
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
Line 637: Line 431:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Temporary construction sediment control</td>
<td>Lakes</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Other<sup>b</sup></td>
 
<td>Other<sup>b</sup></td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Bioretention</td>
<td>Lakes</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration recharge</td>
 
<td>Infiltration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Bioretention</td>
 
 
<td>Filtration partial recharge</td>
 
<td>Filtration partial recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Bioretention</td>
 
 
<td>Filtration</td>
 
<td>Filtration</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>Filtration</td>
<td>Lakes</td>
+
</tr>
<td>Filtration</td>
+
 
<td>Media (sand)</td>
+
<tr>
 +
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Infiltration</td>
<td>Lakes</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration basin</td>
 
<td>Infiltration basin</td>
 
</tr>
 
</tr>
Line 712: Line 483:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration trench</td>
 
<td>Infiltration trench</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Infiltration</td>
 
 
<td>Underground system</td>
 
<td>Underground system</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Stormwater ponds</td>
<td>Lakes</td>
 
<td>Stormwater ponds</td>
 
 
<td>With extended detention</td>
 
<td>With extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
 
<td>Constructed wetlands</td>
 
<td>Constructed wetlands</td>
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Lakes</td>
 
 
<td>Supplemental treatment</td>
 
<td>Supplemental treatment</td>
 
<td>Chemical biological treatment</td>
 
<td>Chemical biological treatment</td>
Line 758: 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 765: Line 521:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Trout resources</td>
 
 
<td>Runoff minimization</td>
 
<td>Runoff minimization</td>
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
Line 773: Line 527:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Trout resources</td>
 
 
<td>Temporary construction sediment control</td>
 
<td>Temporary construction sediment control</td>
 
<td>Drainageway</td>
 
<td>Drainageway</td>
Line 780: Line 532:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Bioretention</td>
<td>Trout resources</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration recharge</td>
 
<td>Infiltration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Trout resources</td>
 
<td>Bioretention</td>
 
 
<td>Filtration partial rechargee</td>
 
<td>Filtration partial rechargee</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td>Infiltration filtration recharge</td>
<td>Trout resources</td>
+
</tr>
<td>Bioretention</td>
+
 
 +
 
 +
<tr>
 
<td>Filtration</td>
 
<td>Filtration</td>
 
</tr>
 
</tr>
 +
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Filtration</td>
<td>Trout resources</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Trout resources</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Infiltration</td>
<td>Trout resources</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration basin</td>
 
<td>Infiltration basin</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td>[[Infiltration trench]]</td>
<td>Trout resources</td>
 
<td>Infiltration</td>
 
<td>Infiltration trench</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Trout resources</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
Line 837: Line 574:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Trout resources</td>
 
<td>Infiltration</td>
 
 
<td>Underground system</td>
 
<td>Underground system</td>
 
</tr>
 
</tr>
Line 845: Line 579:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Trout resources</td>
 
 
<td>Constructed wetlands</td>
 
<td>Constructed wetlands</td>
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
Line 852: 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 Site Design</td>
+
<td>[[Better site design]]</td>
 
<td> </td>
 
<td> </td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Pollution prevention</td>
<td>Drinking water</td>
 
<td>Pollution prevention</td>
 
 
<td>Residential</td>
 
<td>Residential</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Pollution prevention</td>
 
 
<td>Municipal</td>
 
<td>Municipal</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
 
<td>Runoff minimization</td>
 
<td>Runoff minimization</td>
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
Line 880: Line 605:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Temporary construction sediment control</td>
<td>Drinking water</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Other<sup>b</sup></td>
 
<td>Other<sup>b</sup></td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>[[Bioretention]]</td>
<td>Drinking water</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration recharge</td>
 
<td>Infiltration recharge</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Bioretention</td>
 
 
<td>Filtration partial recharge</td>
 
<td>Filtration partial recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Infiltration</td>
<td>Drinking water</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration basin</td>
 
<td>Infiltration basin</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration trench</td>
 
<td>Infiltration trench</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Infiltration</td>
 
 
<td>Underground system</td>
 
<td>Underground system</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Stormwater ponds</td>
<td>Drinking water</td>
 
<td>Stormwater ponds</td>
 
 
<td>With extended detention</td>
 
<td>With extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Drinking water</td>
 
 
<td>Constructed wetlands</td>
 
<td>Constructed wetlands</td>
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
Line 975: 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 982: Line 673:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>Bioretention</td>
<td>Wetlands (calcareous fens)</td>
 
<td>Bioretention</td>
 
 
<td>Filtration partial recharge</td>
 
<td>Filtration partial recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>Filtration</td>
<td>Wetlands (calcareous fens)</td>
 
<td>Bioretention</td>
 
<td>Filtration</td>
 
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=4>Infiltration</td>
<td>Wetlands (calcareous fens)</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration basin</td>
 
<td>Infiltration basin</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration trench</td>
 
<td>Infiltration trench</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Infiltration</td>
 
 
<td>Underground system</td>
 
<td>Underground system</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Stormwater ponds</td>
<td>Wetlands (calcareous fens)</td>
+
<td>[[Stormwater ponds]]</td>
<td>Stormwater ponds</td>
 
<td>Stormwater ponds</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>Constructed wetlands</td>
<td>Wetlands (calcareous fens)</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Constructed wetlands</td>
 
 
<td>ED shallow wetland</td>
 
<td>ED shallow wetland</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Wetlands (calcareous fens)</td>
 
<td>Constructed wetlands</td>
 
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
 
<td>Wetlands (calcareous fens)</td>
 
 
<td>Supplemental treatment</td>
 
<td>Supplemental treatment</td>
 
<td>Chemical biological treatment</td>
 
<td>Chemical biological treatment</td>
Line 1,084: 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 Site Design</td>
+
<td>[[Better site design]]</td>
 
<td> </td>
 
<td> </td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Pollution prevention</td>
<td>Impaired waters</td>
 
<td>Pollution prevention</td>
 
 
<td>Residential</td>
 
<td>Residential</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Pollution prevention</td>
 
 
<td>Municipal</td>
 
<td>Municipal</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
 
<td>Runoff minimization</td>
 
<td>Runoff minimization</td>
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
Line 1,112: Line 760:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>Temporary construction sediment control</td>
<td>Impaired waters</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Bioretention</td>
<td>Impaired waters</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Bioretention</td>
 
 
<td>Filtration</td>
 
<td>Filtration</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Filtration</td>
<td>Impaired waters</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
Line 1,154: Line 788:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=2>Stormwater ponds</td>
<td>Impaired waters</td>
 
<td>Stormwater ponds</td>
 
 
<td>Stormwater ponds</td>
 
<td>Stormwater ponds</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
+
<td rowspan=3>Constructed wetlands</td>
<td>Impaired waters</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
Line 1,183: Line 807:
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Constructed wetlands</td>
 
 
<td>ED shallow wetland</td>
 
<td>ED shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Watershed factors</td>
 
<td>Impaired waters</td>
 
<td>Constructed wetlands</td>
 
 
<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>Climate and terrain</td>
 
<td>Active karst</td>
 
<td>Runoff minimization</td>
 
 
<td>Capture and re-use</td>
 
<td>Capture and re-use</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Active karst</td>
 
 
<td>Temporary construction sediment control</td>
 
<td>Temporary construction sediment control</td>
 
<td>Slope</td>
 
<td>Slope</td>
Line 1,218: Line 831:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Active karst</td>
 
 
<td>Bioretention</td>
 
<td>Bioretention</td>
 
<td>Filtration</td>
 
<td>Filtration</td>
Line 1,226: Line 837:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Filtration</td>
<td>Active karst</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Active karst</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Active karst</td>
 
 
<td>Constructed wetland</td>
 
<td>Constructed wetland</td>
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
Line 1,247: Line 851:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=9>Low infiltration soil</td>
<td>Low infiltration soil</td>
 
 
<td>Runoff minimization</td>
 
<td>Runoff minimization</td>
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
Line 1,254: Line 857:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low infiltration soil</td>
 
 
<td>Runoff minimization</td>
 
<td>Runoff minimization</td>
 
<td>Capture and re-use</td>
 
<td>Capture and re-use</td>
Line 1,261: Line 862:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Temporary construction sediment control</td>
<td>Low infiltration soil</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low infiltration soil</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>[[Stormwater ponds]]</td>
<td>Low infiltration soil</td>
 
<td>Stormwater ponds</td>
 
 
<td>Stormwater ponds</td>
 
<td>Stormwater ponds</td>
 
</tr>
 
</tr>
Line 1,283: Line 877:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low infiltration soil</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=3>Constructed wetlands</td>
<td>Low infiltration soil</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low infiltration soil</td>
 
<td>Constructed wetlands</td>
 
 
<td>ED shallow wetland</td>
 
<td>ED shallow wetland</td>
 
</tr>
 
</tr>
Line 1,305: Line 891:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low infiltration soil</td>
 
<td>Constructed wetlands</td>
 
 
<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 1,320: Line 903:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Runoff minimization</td>
<td>High snowfall</td>
 
<td>Runoff minimization</td>
 
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Runoff minimization</td>
 
 
<td>Capture and re-use</td>
 
<td>Capture and re-use</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=3>Temporary construction sediment control</td>
<td>High snowfall</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Inspect & maintain</td>
 
<td>Inspect & maintain</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Bioretention</td>
<td>High snowfall</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Bioretention</td>
 
 
<td>Filtration</td>
 
<td>Filtration</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=3>Infiltration</td>
<td>High snowfall</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration trench</td>
 
<td>Infiltration trench</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Infiltration</td>
 
 
<td>Underground system</td>
 
<td>Underground system</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Stormwater ponds</td>
<td>High snowfall</td>
 
<td>Stormwater ponds</td>
 
 
<td>Stormwater ponds</td>
 
<td>Stormwater ponds</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Stormwater ponds</td>
 
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
 
</tr>
 
</tr>
Line 1,402: Line 957:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=3>Constructed wetlands</td>
<td>High snowfall</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Constructed wetlands</td>
 
 
<td>ED shallow wetland</td>
 
<td>ED shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Constructed wetlands</td>
 
 
<td>Pond wetland system</td>
 
<td>Pond wetland system</td>
 
</tr>
 
</tr>
Line 1,424: Line 971:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Supplemental treatment</td>
<td>High snowfall</td>
 
<td>Supplemental treatment</td>
 
 
<td>Filtration devices</td>
 
<td>Filtration devices</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>High snowfall</td>
 
<td>Supplemental treatment</td>
 
 
<td>Hydrodynamic devices</td>
 
<td>Hydrodynamic devices</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=6>Low rainfall</td>
<td>Low rainfall</td>
+
<td>[[Bioretention]]</td>
<td>Bioretention</td>
 
 
<td>Filtration</td>
 
<td>Filtration</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Filtration</td>
<td>Low rainfall</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low rainfall</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low rainfall</td>
 
 
<td>Stormwater ponds</td>
 
<td>Stormwater ponds</td>
 
<td>Without extended detention</td>
 
<td>Without extended detention</td>
Line 1,466: Line 1,000:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
+
<td rowspan=2>Constructed wetlands</td>
<td>Low rainfall</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
Line 1,474: Line 1,006:
  
 
<tr>
 
<tr>
<td>Climate and terrain</td>
 
<td>Low rainfall</td>
 
<td>Constructed wetlands</td>
 
 
<td>ED shallow wetland</td>
 
<td>ED shallow wetland</td>
 
</tr>
 
</tr>
Line 1,482: 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 1,489: Line 1,018:
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=2>Runoff minimization</td>
<td>Recharge</td>
 
<td>Runoff minimization</td>
 
 
<td>Volume reduction</td>
 
<td>Volume reduction</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Recharge</td>
 
<td>Runoff minimization</td>
 
 
<td>Capture and re-use</td>
 
<td>Capture and re-use</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=3>Bioretention</td>
<td>Recharge</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration recharge</td>
 
<td>Infiltration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Recharge</td>
 
<td>Bioretention</td>
 
 
<td>Filtration partial recharge</td>
 
<td>Filtration partial recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Recharge</td>
 
<td>Bioretention</td>
 
 
<td>Infiltration filtration recharge</td>
 
<td>Infiltration filtration recharge</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=4>Infiltration</td>
<td>Recharge</td>
 
<td>Infiltration</td>
 
 
<td>Infiltration basin</td>
 
<td>Infiltration basin</td>
 
</tr>
 
</tr>
Line 1,532: Line 1,046:
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td>[[Infiltration trench]]</td>
<td>Recharge</td>
 
<td>Infiltration</td>
 
<td>Infiltration trench</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Recharge</td>
 
<td>Infiltration</td>
 
 
<td>Dry well</td>
 
<td>Dry well</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Recharge</td>
 
<td>Infiltration</td>
 
 
<td>Underground system</td>
 
<td>Underground system</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=16>Water quality</td>
<td>Water quality</td>
 
 
<td>Better Site Design</td>
 
<td>Better Site Design</td>
 
<td> </td>
 
<td> </td>
Line 1,561: Line 1,065:
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=3>Pollution prevention</td>
<td>Water quality</td>
 
<td>Pollution prevention</td>
 
 
<td>Residential</td>
 
<td>Residential</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</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>Water quality</td>
 
<td>Pollution prevention</td>
 
<td>I/C<sup>a</sup></td>
 
 
</tr>
 
</tr>
  
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=5>Temporary construction sediment control</td>
<td>Water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Perimeter</td>
 
<td>Perimeter</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Slope</td>
 
<td>Slope</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Drainageway</td>
 
<td>Drainageway</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Other<sup>b</sup></td>
 
<td>Other<sup>b</sup></td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</td>
 
<td>Temporary construction sediment control</td>
 
 
<td>Inspect & maintain</td>
 
<td>Inspect & maintain</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=2>Filtration</td>
<td>Water quality</td>
 
<td>Filtration</td>
 
 
<td>Media (sand)</td>
 
<td>Media (sand)</td>
 
</tr>
 
</tr>
Line 1,625: Line 1,106:
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</td>
 
<td>Filtration</td>
 
 
<td>Vegetative</td>
 
<td>Vegetative</td>
 
</tr>
 
</tr>
 +
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td rowspan=2>Stormwater ponds</td>
<td>Water quality</td>
 
<td>Stormwater ponds</td>
 
 
<td>Stormwater ponds</td>
 
<td>Stormwater ponds</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</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>Water quality</td>
 
<td>Constructed wetlands</td>
 
 
<td>Shallow wetland</td>
 
<td>Shallow wetland</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
 
<td>Water quality</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>Water quality</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=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 1,672: 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 1,755: 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 1,762: 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 1,798: 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 1,821: 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 1,843: Line 1,254:
  
 
<tr>
 
<tr>
<td>Stormwater treatment suitability</td>
+
<td>Shallow wetland</td>
<td>Peak discharge</td>
 
<td>Stormwater ponds</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 1,864: 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 1,913: 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 1,942: 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 1,963: 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 1,985: 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 2,012: 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 2,020: 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>
 
</tr>
 
</tr>
  
  
 
<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 2,036: 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 2,072: 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 2,079: 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>
 
</tr>
 
</tr>
  
 
<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>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td rowspan=2>Pollution prevention</td>
<td>Ultra-urban</td>
+
<td>Residential</td>
<td>Pollution prevention</td>
 
<t>Residential</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td>Municipal</td>
<td>Ultra-urban</td>
 
<td>Pollution prevention</td>
 
<t>Municipal</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
 
<td>Ultra-urban</td>
 
 
<td>Runoff minimization</td>
 
<td>Runoff minimization</td>
<t>Capture and re-use</td>
+
<td>Capture and re-use</td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td rowspan=2>Temporary construction sediment control</td>
<td>Ultra-urban</td>
+
<td>Perimeter</td>
<td>Temporary construction sediment control</td>
 
<t>Perimeter</td>
 
 
</tr>
 
</tr>
 +
 +
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td>Slope</td>
<td>Ultra-urban</td>
 
<td>Temporary construction sediment control</td>
 
<t>Slope</td>
 
</tr>
 
<tr>
 
<td>Physical feasibility</td>
 
<td>Ultra-urban</td>
 
<td>Bioretention</td>
 
<t>Infiltration recharge</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td rowspan=4>Bioretention</td>
<td>Ultra-urban</td>
+
<td>Infiltration recharge</td>
<td>Bioretention</td>
 
<t>Filtration partial recharge</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td>Filtration partial recharge</td>
<td>Ultra-urban</td>
 
<td>Bioretention</td>
 
<t>Infiltration filtration rechargee</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td>Infiltration filtration rechargee</td>
<td>Ultra-urban</td>
 
<td>Bioretention</td>
 
<t>Filtration</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
 
<td>Ultra-urban</td>
 
 
<td>Filtration</td>
 
<td>Filtration</td>
<t>Media (sand)</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td rowspan=2>[[Filtration]]</td>
<td>Ultra-urban</td>
+
<td>Media (sand)</td>
<td>Filtration</td>
 
<t>Vegetative</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td>Vegetative</td>
<td>Ultra-urban</td>
 
<td>Infiltration</td>
 
<t>Underground system</td>
 
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td>Infiltration</td>
<td>Ultra-urban</td>
+
<td>Underground system</td>
<td>Supplemental treatment</td>
+
</tr>
<t>Filtration devices</td>
+
 
 +
<tr>
 +
<td rowspan=2>Supplemental treatment</td>
 +
<td>Filtration devices</td>
 +
</tr>
 +
 
 +
<tr>
 +
<td>Hydrodynamic devicess</td>
 +
</tr>
 +
 
 +
 
 +
<tr>
 +
<td rowspan=23>'''Community and environment'''</td>
 +
<td rowspan=9>Ease of maintenance</td>
 +
<td>Better Site Design</td>
 +
<td> </td>
 
</tr>
 
</tr>
  
 
<tr>
 
<tr>
<td>Physical feasibility</td>
+
<td rowspan=2>Pollution prevention</td>
<td>Ultra-urban</td>
+
<td>Residential</td>
<td>Supplemental treatment</td>
 
<t>Hydrodynamic devicess</td>
 
 
</tr>
 
</tr>
  
+
<tr>
 +
<td>Municipal</td>
 +
</tr>
  
 +
<tr>
 +
<td rowspan=2>Temporary construction sediment control</td>
 +
<td>Perimeter</td>
 +
</tr>
  
 +
<tr>
 +
<td>Slope</td>
 +
</tr>
  
</table>
+
<tr>
 +
<td>Filtration</td>
 +
<td>Vegetative</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>Filtration devices</td>
 +
</tr>
 +
 +
<tr>
 +
<td rowspan=14>Community acceptance</td>
 +
<td>Better Site Design</td>
 +
<td> </td>
 +
</tr>
 +
 +
<tr>
 +
<td rowspan=2>Pollution prevention</td>
 +
<td>Residential</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Municipal</td>
 +
</tr>
 +
 +
<tr>
 +
<td rowspan=3>Temporary construction sediment control</td>
 +
<td>Perimeter</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Perimeter</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Slope</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>Stormwater ponds</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>Supplemental treatment</td>
 +
<td>Filtration devices</td>
 +
</tr>
 +
 +
<tr>
 +
<td rowspan=18>'''Community and environment'''</td>
 +
<td rowspan=4>Construction cost</td>
 +
<td>Better Site Design</td>
 +
<td> </td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td rowspan=2>Temporary construction sediment control</td>
 +
<td>Pre-construction</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Perimeter</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Filtration</td>
 +
<td>Vegetative</td>
 +
</tr>
 +
 +
<tr>
 +
<td rowspan=10>Habitat quality</td>
 +
<td>Better Site Design</td>
 +
<td> </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=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=4>Nuisance</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 colspan=2>'''Location-specific restrictions and setbacks'''</td>
 +
<td>Pollution prevention</td>
 +
<td>Municipal</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Temporary construction sediment control</td>
 +
<td>Drainageway</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td rowspan=16 colspan=2>'''Knowledge of performance and reliability'''</td>
 +
<td>Better Site Design</td>
 +
<td> </td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td rowspan=2>Pollution prevention</td>
 +
<td>Municipal</td>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Industrial commercialtd>
 +
</tr>
 +
 +
 +
<tr>
 +
<td>Runoff minimization</td>
 +
<td>Volume reduction</td>
 +
</tr>
 +
 +
<tr>
 +
<td rowspan=4>Temporary construction sediment control</td>
 +
<td>Perimeter</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Slope</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Drainageway</td>
 +
</tr>
 +
 +
<tr>
 +
<td>Inspect & maintain</td>
 +
</tr>
 +
 +
<tr>
 +
<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=2>Stormwater ponds</td>
 +
<td>Stormwater ponds</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>
 +
<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>
  
[[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
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Temporary construction sediment control Pre-construction
Perimeter
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Bioretention Filtration
Filtration Media (sand)
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Without extended detention
Constructed wetlands Pond wetland system
Supplemental treatments Filtration devices
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Watershed factors Lakes Better site design
Pollution preventionn Residential
Municipal
Industrial commercial
Runoff minimization Volume reduction
Temporary construction sediment control Perimeter
Slope
Drainageway
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Bioretention Infiltration recharge
Filtration partial recharge
Infiltration filtration recharge
Filtration
Filtration
Media (sand)
Vegetative
Infiltration Infiltration basin
Infiltration trench
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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
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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
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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
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Supplemental treatment Filtration devices
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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
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Underground system
Stormwater ponds Stormwater ponds
Without extended detention
Shallow wetland
ED shallow wetland
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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
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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
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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
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Filtration Media (sand)
Vegetative
Constructed wetlands Shallow wetland
ED shallow wetland
Pond wetland system
Nuisance Infiltration Infiltration basin
Infiltration trench
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Location-specific restrictions and setbacks Pollution prevention Municipal
Temporary construction sediment control Drainageway
Knowledge of performance and reliability Better Site Design
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Temporary construction sediment control Perimeter
Slope
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Bioretention Filtration
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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
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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
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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
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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
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Filtration Vegetative
Infiltration Infiltration basin
Infiltration trench
Infiltration trench
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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.