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| Infiltration practices are not recommended: | | Infiltration practices are not recommended: |
| #over-swelling clays or unstable subsoils, | | #over-swelling clays or unstable subsoils, |
− | #contaminated soils or sites with high risk of contamination from on-site activities, | + | #contaminated soils or sites with high risk of contamination from on-site activities (i.e. pollution hot spots), |
| + | #in areas of known or implied karst topography, |
| + | #on unstable or steep slopes (15 to 20%), |
| + | # to treat construction site runoff, |
| + | #to treat combined sewer overflows, |
| #in flood prone areas where the wastewater system is sensitive to groundwater conditions causing sewer backups, | | #in flood prone areas where the wastewater system is sensitive to groundwater conditions causing sewer backups, |
| #in areas where the ecology and natural hydrology are dependent upon surface water, | | #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 | | #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). | + | #where prohibitions and/or restrictions exist per approved Drinking Water Source Protection Plans (e.g. to treat pavement runoff within 2 year time of travel wellhead protection areas; see MOECC guidance). |
| <br> | | <br> |
| Infiltration facilities should be designed with drainage modifications where: | | Infiltration facilities should be designed with drainage modifications where: |
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| }} | | }} |
| | | |
− | {{textbox|Where infiltration is impossible, LID design alternatives exist which can still capture and retain stormwater: | + | {{textbox|Where infiltration is impossible, LID design alternatives exist which can still capture and retain stormwater: |
| *[[Stormwater planters]] | | *[[Stormwater planters]] |
| *[[Rainwater harvesting]] | | *[[Rainwater harvesting]] |