Difference between revisions of "Infiltration"
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Jenny Hill (talk | contribs) (Created page with "===Potential Constraints=== <ol> <li>Shallow bedrock </li> <li>High groundwater or areas where increased infiltration will result in elevated groundwater levels, which can be...") |
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+ | <p>Infiltration of stormwater into underlying soils is one the Priority level 1. mechanisms to achieve MOECC Runoff Volume Control targets. | ||
+ | {{TextBox|1= Infiltration is promoted through a number of LID BMPs: | ||
+ | *[[Infiltration Trenches and Chambers|Infiltration trenches and chambers]] (underground) | ||
+ | *[[Infiltration Basins|Infiltration basins]] (surface) | ||
+ | *[[Bioretention cells]] (surface) | ||
+ | *[[Bioswales]] (surface) | ||
+ | }} | ||
+ | |||
+ | |||
===Potential Constraints=== | ===Potential Constraints=== | ||
<ol> | <ol> |
Revision as of 19:16, 27 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 trenches and chambers (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.