Difference between revisions of "Summary of horizontal and vertical setback distances"
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| − | <font size=3>'''Required and recommended minimum vertical and horizontal separation distances. This represents the minimum distance from the infiltration practice to the structure of concern. If the structure is | + | <font size=3>'''Required and recommended minimum vertical and horizontal separation distances. This represents the minimum distance from the infiltration practice to the structure of concern. If the structure is above-ground, the distance is measured from the edge of the BMP to the structure. If the structure is underground, the vertical separation distance represents the distance from the point of infiltration through the bottom of the system to the structure, while the horizontal separation (often called setback) distance is the shortest distance from the edge of the system to the structure.'''</font size><br> |
Link to this [[Summary of horizontal and vertical setback distances|table]] | Link to this [[Summary of horizontal and vertical setback distances|table]] | ||
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<tr> | <tr> | ||
<td rowspan=2>Vertical</td> | <td rowspan=2>Vertical</td> | ||
| − | <td>Saturated soil</td> | + | <td>[https://stormwater.pca.state.mn.us/index.php?title=Shallow_groundwater Saturated soil]</td> |
<td>3</td> | <td>3</td> | ||
| − | <td>Requirement</td> | + | <td>Requirement<sup>1</sup></td> |
<td></td> | <td></td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Bedrock</td> | + | <td>[https://stormwater.pca.state.mn.us/index.php?title=Shallow_soils_and_shallow_depth_to_bedrock Bedrock]</td> |
<td>3</td> | <td>3</td> | ||
| − | <td>Requirement</td> | + | <td>Requirement<sup>1</sup></td> |
<td></td> | <td></td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
<td rowspan=8>Horizontal</td> | <td rowspan=8>Horizontal</td> | ||
| − | <td>Public supply well</td> | + | <td>[https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and_wellhead_protection Public supply well]</td> |
| − | <td>100 for sensitive wells; 50 for others</td> | + | <td>100 for sensitive wells; 50 for others<sup>3</sup></td> |
| − | <td> | + | <td>Requirement</td> |
<td></td> | <td></td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Building/structure</td> | + | <td>Building/structure/property line<sup>2</sup></td> |
<td>10</td> | <td>10</td> | ||
<td>Recommended</td> | <td>Recommended</td> | ||
| Line 39: | Line 39: | ||
<td>none unless local requirements exist</td> | <td>none unless local requirements exist</td> | ||
<td></td> | <td></td> | ||
| − | <td>If nearby stream is impaired for chloride, see [http://stormwater.pca.state.mn.us/index.php/Stormwater_infiltration_and_setback_%28separation%29_distances# | + | <td>If nearby stream is impaired for chloride, see [http://stormwater.pca.state.mn.us/index.php/Stormwater_infiltration_and_setback_%28separation%29_distances#Surface_waters]</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 48: | Line 48: | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Contaminated soil/groundwater</td> | + | <td>[https://stormwater.pca.state.mn.us/index.php?title=Stormwater_infiltration_and_contaminated_soils_and_groundwater Contaminated soil/groundwater]</td> |
<td></td> | <td></td> | ||
<td></td> | <td></td> | ||
| Line 60: | Line 60: | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
| − | <td>Karst</td> | + | <td>[[Karst]]</td> |
<td>1000 up-gradient | <td>1000 up-gradient | ||
100 down-gradient</td> | 100 down-gradient</td> | ||
| − | <td>Requirement</td> | + | <td>Requirement<sup>1</sup></td> |
| − | <td> | + | <td><span title="a terrain having distinctive landforms and hydrology created primarily from the dissolution of soluble rocks within 50 feet of the land surface [Minn. R. 7090]"> '''[https://stormwater.pca.state.mn.us/index.php?title=Karst active karst]'''</span></td> |
</tr> | </tr> | ||
</table> | </table> | ||
| + | <font size=1><sup>1</sup> Required under the Construction Stormwater General Permit<br> | ||
| + | <sup>2</sup> Minimum with slopes directed away from the building<br> | ||
| + | <sup>3</sup>If treating an average of 10,000 gallons per day; otherwise separation distance is 300 feet</font size> | ||
| + | |||
| + | <noinclude> | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Hydrology and geology]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Infiltration basin, trench, underground infiltration]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Bioretention]] | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Permeable pavement]] | ||
| + | </noinclude> | ||
Latest revision as of 12:07, 7 August 2022
Required and recommended minimum vertical and horizontal separation distances. This represents the minimum distance from the infiltration practice to the structure of concern. If the structure is above-ground, the distance is measured from the edge of the BMP to the structure. If the structure is underground, the vertical separation distance represents the distance from the point of infiltration through the bottom of the system to the structure, while the horizontal separation (often called setback) distance is the shortest distance from the edge of the system to the structure.
Link to this table
| Structure | Distance (feet) | Requirement or recommendation | Note(s) | |
|---|---|---|---|---|
| Vertical | Saturated soil | 3 | Requirement1 | |
| Bedrock | 3 | Requirement1 | ||
| Horizontal | Public supply well | 100 for sensitive wells; 50 for others3 | Requirement | |
| Building/structure/property line2 | 10 | Recommended | ||
| Surface water | none unless local requirements exist | If nearby stream is impaired for chloride, see [1] | ||
| Septic system | 35 | Recommended | ||
| Contaminated soil/groundwater | No specific distance. Infiltration must not mobilize contaminants. | |||
| Slope | 200 | Recommended | from toe of slope >= 20% | |
| Karst | 1000 up-gradient 100 down-gradient | Requirement1 | active karst | |
1 Required under the Construction Stormwater General Permit
2 Minimum with slopes directed away from the building
3If treating an average of 10,000 gallons per day; otherwise separation distance is 300 feet
Categories:
- Level 3 - General information, reference, tables, images, and archives/Tables/Hydrology and geology
- Level 3 - General information, reference, tables, images, and archives/Tables/Infiltration basin, trench, underground infiltration
- Level 3 - General information, reference, tables, images, and archives/Tables/Bioretention
- Level 3 - General information, reference, tables, images, and archives/Tables/Permeable pavement
This page was last edited on 7 August 2022, at 12:07.