Difference between revisions of "Infiltration"

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<p>Without infiltration, many LID design alternatives exist which can still capture and retain  stormwater:
 
<p>Without infiltration, many LID design alternatives exist which can still capture and retain  stormwater:
 
<ul>
 
<ul>
<li>[[Bioretention planters]]</li>
+
<li>[[Bioretention: Non-infiltrating | Bioretention planters]]</li>
 
<li>[[Rainwater harvesting]]</li>
 
<li>[[Rainwater harvesting]]</li>
 
<li>[[Green roofs]]</li>
 
<li>[[Green roofs]]</li>

Revision as of 19:07, 7 July 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:

Constraints[edit]

Infiltration practices are not recommended:

  1. Where the bedrock is within 1 m below the bottom of the proposed BMP,
  2. Where the seasonal high groundwater level comes within 1 m below the bottom of the proposed BMP,
    Or in areas where increased infiltration will result in elevated groundwater levels, which can be demonstrated to damage critical utilities or private property,
  3. Over swelling clays or unstable sub-soils,
  4. Over contaminated soils or sites with high risk of contamination from onsite activities,
  5. 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,
  6. In areas where the ecology and natural hydrology are dependent upon surface water,
  7. Where prohibitions and/or restrictions exist per approved Source Protection Plans (see MOECC guidance).


Infiltration can still be optimized over 'tight' soils with infiltration rates ≤ 15 mm/hr:

  • Partially infiltrating bioretention

  • Without infiltration, many LID design alternatives exist which can still capture and retain stormwater:

    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.

    <clearFix></clearFix>

    Suggested safety factors to be applied when designing infiltration facilities
    Catchment areaConsequence of failure
    No damage or inconvenienceMinor damage or inconvenience to external structures (e.g. ponding in parking lot)Significant damage to buildings or infrastructure (e.g. flooding damage)
    <100 m21.5210
    100 - 1000 m21.5310