Difference between revisions of "Infiltration"

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<p>[[Infiltration: Testing|Infiltration tests]] must be undertaken at the location, depth and with a head of water that replicates the proposed design. </p>
 
<p>[[Infiltration: Testing|Infiltration tests]] must be undertaken at the location, depth and with a head of water that replicates the proposed design. </p>
 
<table>
 
<table>
<table class = "table-responsive table table-striped">
+
    <table class="table-responsive table table-striped">
<caption><strong>Suggested safety factors to be applied to measured percolation rate when designing infiltration facilities</strong></caption>
+
        <caption><strong>Suggested safety factors to be applied to measured percolation rate when designing infiltration facilities</strong></caption>
<tr class="success">
+
        <tr class="success">
<th rowspan="2">Catchment area</th><th colspan="3" class="text-center">Consequence of failure</th>
+
            <th rowspan="2"  class="text-center">Catchment area</th>
<tr class="success">
+
            <th colspan="3" class="text-center">Consequence of failure</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>
+
            <tr class="success">
<tr><td> <100 m<sup>2</sup></td><td>1.5</td><td>2</td><td>10</td></tr>
+
                <th class="text-center">No damage or inconvenience</th>
<tr><td style="white-space: nowrap"> 100 - 1000 m<sup>2</sup><td>1.5</td><td>3</td><td>10</td></tr>
+
                <th class="text-center">Minor damage or inconvenience to external structures (e.g. ponding in parking lot)</th>
</table>
+
                <th class="text-center">Significant damage to buildings or infrastructure (e.g. flooding damage)</th>
 +
            </tr>
 +
            <tr>
 +
                <td class="text-center"><100 m<sup>2</sup></td>
 +
                <td class="text-center">1.5</td>
 +
                <td class="text-center">2</td>
 +
                <td class="text-center">10</td>
 +
            </tr>
 +
            <tr>
 +
                <td style="white-space: nowrap"  class="text-center"> 100 - 1000 m<sup>2</sup>
 +
                    <td class="text-center">1.5</td>
 +
                    <td class="text-center">3</td>
 +
                    <td class="text-center">10</td>
 +
            </tr>
 +
    </table>
 
<h4>Groundwater</h4>
 
<h4>Groundwater</h4>
 
<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>

Revision as of 19:37, 10 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 rate

    Infiltration tests must be undertaken at the location, depth and with a head of water that replicates the proposed design.

    Suggested safety factors to be applied to measured percolation rate when designing infiltration facilities
    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.

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