Difference between revisions of "Infiltration"
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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. In many areas of Ontario, where municipal supplies of potable water are drawn from aquifers, it's also an important mechanism to recharge groundwater supplies.</p> | <p>Infiltration of stormwater into underlying soils is one the priority level 1. mechanisms to achieve MOECC Runoff Volume Control targets. In many areas of Ontario, where municipal supplies of potable water are drawn from aquifers, it's also an important mechanism to recharge groundwater supplies.</p> | ||
{{TextBox|1= Infiltration is promoted through a number of LID BMPs: | {{TextBox|1= Infiltration is promoted through a number of LID BMPs: | ||
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#the underlying bedrock is within 1 m below the bottom of the proposed BMP, or | #the underlying bedrock is within 1 m below the bottom of the proposed BMP, or | ||
#the seasonal high groundwater level comes within 1 m below the bottom of the proposed BMP. | #the seasonal high groundwater level comes within 1 m below the bottom of the proposed BMP. | ||
− | + | ===Designing with constraints=== | |
− | ===Designing | ||
{{TextBox|1= Infiltration can still be optimized over 'tight' soils with infiltration rates ≤ 15 mm/hr: | {{TextBox|1= Infiltration can still be optimized over 'tight' soils with infiltration rates ≤ 15 mm/hr: | ||
*[[Bioretention: Internal water storage |Bioretention with internal water storage]] | *[[Bioretention: Internal water storage |Bioretention with internal water storage]] | ||
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*[[Green roofs]] | *[[Green roofs]] | ||
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===Planning=== | ===Planning=== | ||
<h4>Soil infiltration rate</h4> | <h4>Soil infiltration rate</h4> | ||
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<p>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. </p> | <p>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. </p> | ||
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[[category:Infiltration]] | [[category:Infiltration]] |
Revision as of 15:33, 8 August 2017
Infiltration of stormwater into underlying soils is one the priority level 1. mechanisms to achieve MOECC Runoff Volume Control targets. In many areas of Ontario, where municipal supplies of potable water are drawn from aquifers, it's also an important mechanism to recharge groundwater supplies.
Infiltration is promoted through a number of LID BMPs:
- Infiltration chambers (underground)
- Infiltration trenches (underground)
- Dry ponds (surface)
- Bioretention cells (surface)
- Bioswales (surface)
Constraints[edit]
Infiltration practices are not recommended:
- over swelling clays or unstable sub-soils,
- over contaminated soils or sites with high risk of contamination from onsite activities,
- in 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,
- in areas where the ecology and natural hydrology are dependent upon surface water,
- in areas where increased infiltration will result in elevated groundwater levels, which can be demonstrated to damage critical utilities or private property, or
- where prohibitions and/or restrictions exist per approved Source Protection Plans (see MOECC guidance).
Infiltration facilities should be designed with drainage modifications where:
- the underlying bedrock is within 1 m below the bottom of the proposed BMP, or
- the seasonal high groundwater level comes within 1 m below the bottom of the proposed BMP.
Designing with constraints[edit]
Infiltration can still be optimized over 'tight' soils with infiltration rates ≤ 15 mm/hr:
Where infiltration is impossible, LID design alternatives exist which can still capture and retain stormwater:
Planning[edit]
Soil infiltration rate
Infiltration tests must be undertaken at the location, depth and with a head of water that replicates the proposed design.
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 |
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.