Difference between revisions of "Infiltration"
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<th>No damage or inconvenience</th><th>Minor damage or inconvenience to external structures (e.g. ponding in parking lot)</th><th>Significant damage to buildings or infrastructure (e.g. flooding damage)</th> | <th>No damage or inconvenience</th><th>Minor damage or inconvenience to external structures (e.g. ponding in parking lot)</th><th>Significant damage to buildings or infrastructure (e.g. flooding damage)</th> | ||
<tr><td> <100 m<sup>2</sup></td><td>1.5</td><td>2</td><td>10</td></tr> | <tr><td> <100 m<sup>2</sup></td><td>1.5</td><td>2</td><td>10</td></tr> | ||
<tr><td nowrap> 100 - 1000 m<sup>2</sup><td>1.5</td><td>3</td><td>10</td></tr> | <tr><td style="white-space: nowrap"> 100 - 1000 m<sup>2</sup><td>1.5</td><td>3</td><td>10</td></tr> | ||
</table> | </table> |
Revision as of 14:35, 30 June 2017
Infiltration of stormwater into underlying soils is one the priority level 1. mechanisms to achieve MOECC Runoff Volume Control targets.
Infiltration is promoted through a number of LID BMPs:
- Infiltration chambers and trenches (underground)
- Infiltration basins (surface)
- Bioretention cells (surface)
- Bioswales (surface)
Potential Constraints[edit]
- Shallow bedrock
- High groundwater or areas where increased infiltration will result in elevated groundwater levels, which can be demonstrated to damage critical utilities or private property.
- Swelling clays or unstable sub-soils
- Contaminated soils or sites with high risk of contamination from onsite activities
- Flood prone areas where the wastewater system is sensitive to groundwater conditions causing sewer backups, and where LID BMPs have been found to be ineffective.
- Areas where the ecology and natural hydrology are dependent upon surface water.
- Prohibitions and/or restriction per approved Source Protection Plans (see MOECC guidance).
Planning[edit]
Soil Infiltration Testing
Infiltration tests must be undertaken at the location, depth and with a head of water that replicates the proposed design.
Groundwater
The bottom of the infiltration BMP must ≥ 1 m vertically separated from the seasonally high water table, and underlying bedrock. This reduces the risk of contaminating groundwater and helps to ensure reliable infiltration rates throughout the year.
Catchment area | Consequence of failure | ||
---|---|---|---|
No damage or inconvenience | Minor damage or inconvenience to external structures (e.g. ponding in parking lot) | Significant damage to buildings or infrastructure (e.g. flooding damage) | |
<100 m2 | 1.5 | 2 | 10 |
100 - 1000 m2 | 1.5 | 3 | 10 |