| Line 2: | Line 2: | 
|  | For underground conveyance which promotes infiltration, see [[Exfiltration trenches]]. <br> |  | For underground conveyance which promotes infiltration, see [[Exfiltration trenches]]. <br> | 
|  | For design recommendations on grassed channels, see [[Enhanced grass swales]]. |  | For design recommendations on grassed channels, see [[Enhanced grass swales]]. | 
| − | <div class="col-md-8">{{TOClimit|2}}
 | + | ==Overview== | 
| − | ===Overview===
 | + | <strong>The fundamental components of a bioswale are:</strong> | 
| − | <p><strong>The fundamental components of a bioswale are:</strong>
 | + | *A graded channel | 
| − |     <ul>
 | + | *Planting | 
| − |         <li>A graded channel</li>
 | + | *[[Bioretention: Filter media | Filter media]], to permit infiltration into the facility (not necessarily to soils below) | 
| − |         <li>Planting</li>
 |  | 
| − |         <li>[[Bioretention: Filter media | Filter media]], to permit infiltration into the facility (not necessarily to soils below)</li>
 |  | 
| − |     </ul>
 |  | 
|  | <strong>Additional components may include:</strong> |  | <strong>Additional components may include:</strong> | 
| − |     <ul>
 | + | *[[Underdrain]] with clean out and inspection ports | 
| − |         <li>[[Underdrain]] with clean out and inspection ports</li>
 | + | *[[Liner|Impermeable membrane]] to prevent infiltration to soils below | 
| − |         <li>[[Liner|Impermeable membrane]] to prevent infiltration to soils below</li>
 | + | *[[Check dams]] to facilitate short tern ponding | 
| − |         <li>[[Check dams]] to facilitate short tern ponding</li>
 | + | ==Planning considerations== | 
| − |     </ul>
 | + |   | 
| − | </p>
 | + | ==Design== | 
|  | + | Swales: Sizing |