Difference between revisions of "Techniques to reduce runoff during site design and layout"
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| − | + | <font size=3>'''This table shows an overview of techniques to reduce runoff during site design and layout'''</font size><br> | |
| − | Link to this [[Techniques to reduce runoff during site design and layout|table]] | + | Link to this [[Techniques to reduce runoff during site design and layout|table]] |
| + | |||
<table class="sortable"> | <table class="sortable"> | ||
<tr> | <tr> | ||
| Line 15: | Line 16: | ||
<td>Yes</td> | <td>Yes</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Promoted</td> |
| − | < | + | <td>All</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 23: | Line 24: | ||
<td>Yes</td> | <td>Yes</td> | ||
<td>Medium</td> | <td>Medium</td> | ||
| − | < | + | <td>Promoted</td> |
| + | <td>All</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 30: | Line 32: | ||
<td>Yes</td> | <td>Yes</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Required</td> |
| − | < | + | <td>All</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 38: | Line 40: | ||
<td>Yes</td> | <td>Yes</td> | ||
<td>Low</td> | <td>Low</td> | ||
| − | < | + | <td>Experimental</td> |
| − | < | + | <td>All</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 46: | Line 48: | ||
<td>yes</td> | <td>yes</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Experimental</td> |
| − | < | + | <td>Residential, commercial, industrial; caution with industrial potential stormwater hotspots</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 54: | Line 56: | ||
<td>Yes</td> | <td>Yes</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Experimental</td> |
| − | < | + | <td>All</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 62: | Line 64: | ||
<td>No</td> | <td>No</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Constrained</td> |
| − | < | + | <td>Residential, commercial, industrial</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 70: | Line 72: | ||
<td>Yes</td> | <td>Yes</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Constrained</td> |
| − | < | + | <td>Residential, commercial, industrial; caution with industrial potential stormwater hotspots</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 78: | Line 80: | ||
<td>No</td> | <td>No</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Constrained</td> |
| − | < | + | <td>Residential, commercial</td> |
| + | </tr> | ||
<tr> | <tr> | ||
<td>Reduced sidewalks</td> | <td>Reduced sidewalks</td> | ||
| Line 85: | Line 88: | ||
<td>No</td> | <td>No</td> | ||
<td>High</td> | <td>High</td> | ||
| − | < | + | <td>Constrained</td> |
| − | < | + | <td>Residential, commercial</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 101: | Line 104: | ||
<td>No</td> | <td>No</td> | ||
<td>High</td> | <td>High</td> | ||
| − | <td>Constrained</td><td>Residential</td> | + | <td>Constrained</td> |
| + | <td>Residential</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 108: | Line 112: | ||
<td>No</td> | <td>No</td> | ||
<td>Low</td> | <td>Low</td> | ||
| − | <td>Experimental</td><td>High density residential, commercial, industrial</td> | + | <td>Experimental</td> |
| + | <td>High density residential, commercial, industrial</td> | ||
</tr> | </tr> | ||
</table> | </table> | ||
<font size=1><sup>a</sup>varies greatly among communities; consult local reviewing authority to determine ease of implementation</font size> | <font size=1><sup>a</sup>varies greatly among communities; consult local reviewing authority to determine ease of implementation</font size> | ||
| + | |||
| + | <noinclude> | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Hydrology and geology]] | ||
| + | [[Creating Category:Level 3 - General information, reference, tables, images, and archives/Tables/General bmp information]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Pollution prevention and source control]] | ||
| + | </noinclude> | ||
Latest revision as of 12:24, 7 August 2022
This table shows an overview of techniques to reduce runoff during site design and layout
Link to this table
| Better site design technique | Reduce stormwater runoff volume | Possible stormwater credit | Cost savings | Local feasibilitya | Appropriate land use |
|---|---|---|---|---|---|
| Natural area conservation | High | Yes | High | Promoted | All |
| Site reforestation and prairie restoration | High | Yes | Medium | Promoted | All |
| Stream and shoreline buffers | High | Yes | High | Required | All |
| Soil amendments | High | Yes | Low | Experimental | All |
| Surface impervious cover disconnection | High | yes | High | Experimental | Residential, commercial, industrial; caution with industrial potential stormwater hotspots |
| Rooftop disconnection | High | Yes | High | Experimental | All |
| Open space design | High | No | High | Constrained | Residential, commercial, industrial |
| Grass channels | Low | Yes | High | Constrained | Residential, commercial, industrial; caution with industrial potential stormwater hotspots |
| Reduced street width | High | No | High | Constrained | Residential, commercial |
| Reduced sidewalks | High | No | High | Constrained | Residential, commercial |
| Smaller and vegetated cul-de-sac | High | No | High | Constrained | Residential |
| Shorter driveways | High | No | High | Constrained | Residential |
| Green parking lots | Medium | No | Low | Experimental | High density residential, commercial, industrial |
avaries greatly among communities; consult local reviewing authority to determine ease of implementation Creating Category:Level 3 - General information, reference, tables, images, and archives/Tables/General bmp information
This page was last edited on 7 August 2022, at 12:24.