Line 1: |
Line 1: |
| {{TOClimit|2}} | | {{TOClimit|2}} |
− | 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 for groundwater recharge. | + | 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 for groundwater recharge. |
| {{textbox|Infiltration is promoted through a number of LID BMPs: | | {{textbox|Infiltration is promoted through a number of LID BMPs: |
| *[[Infiltration chambers]] (underground) | | *[[Infiltration chambers]] (underground) |
Line 51: |
Line 51: |
| |+ Suggested safety factors to be applied to measured percolation rate when designing infiltration facilities | | |+ Suggested safety factors to be applied to measured percolation rate when designing infiltration facilities |
| |- | | |- |
− | !style="background: darkcyan; color: white" rowspan = "2"|Catchment area | + | !rowspan = "2"|Catchment area |
− | !style="background: darkcyan; color: white" colspan="3"|Consequence of failure | + | !colspan="3"|Consequence of failure |
| |- | | |- |
− | !style="background: darkcyan; color: white"|No damage or inconvenience | + | !No damage or inconvenience |
− | !style="background: darkcyan; color: white"|Minor damage or inconvenience to external structures (e.g. ponding in parking lot) | + | !Minor damage or inconvenience to external structures (e.g. ponding in parking lot) |
− | !style="background: darkcyan; color: white"|Significant damage to buildings or infrastructure (e.g. flooding damage) | + | !Significant damage to buildings or infrastructure (e.g. flooding damage) |
| |- | | |- |
| |<100 m<sup>2</sup>||1.5||2||10 | | |<100 m<sup>2</sup>||1.5||2||10 |