Line 27: |
Line 27: |
| [[File:Visual indicator bioretention.PNG|thumb|300px|Example of a visual indicator to be used when assessing the condition of a given LID feature. Here we see excessive sediment accumulation at the [[inlet]]/[[curb cut]] of a bioretention cell. Source: (TRCA, 2016).<ref>STEP. 2016. Low Impact Development Stormwater Management Practice Inspection and Maintenance Guide. https://sustainabletechnologies.ca/app/uploads/2016/08/LID-IM-Guide-2016-1.pdf</ref>.]] | | [[File:Visual indicator bioretention.PNG|thumb|300px|Example of a visual indicator to be used when assessing the condition of a given LID feature. Here we see excessive sediment accumulation at the [[inlet]]/[[curb cut]] of a bioretention cell. Source: (TRCA, 2016).<ref>STEP. 2016. Low Impact Development Stormwater Management Practice Inspection and Maintenance Guide. https://sustainabletechnologies.ca/app/uploads/2016/08/LID-IM-Guide-2016-1.pdf</ref>.]] |
| {| class="wikitable" style="width: 900px;" | | {| class="wikitable" style="width: 900px;" |
| |+'''Visual Indicators Framework - Bioretention/Swales''' | | |+'''Visual Indicators Framework - Permeable Pavements''' |
| |- | | |- |
| !<br>'''Component''' | | !<br>'''Component''' |
Line 36: |
Line 36: |
| !<br>'''Verification Inspection''' | | !<br>'''Verification Inspection''' |
| |- | | |- |
| |rowspan="2"|'''[[Bioretention: Sizing|Contributing Drainage Area]]''' | | |rowspan="2"|'''[[Permeable pavements: Sizing|Contributing Drainage Area]]''' |
| |- | | |- |
| |CDA condition | | |CDA condition |
Line 44: |
Line 44: |
| |x | | |x |
| |- | | |- |
| |rowspan="5"|'''[[Inlets|Inlet]]''' | | |rowspan="2"|'''Perimeter''' |
| |-
| |
| |Inlet/Flow Spreader Structural Integrity
| |
| |
| |
| |x
| |
| |x
| |
| |x
| |
| |-
| |
| |Inlet/Flow Spreader Structural Integrity
| |
| |x
| |
| |x
| |
| |x
| |
| |x
| |
| |-
| |
| |Pretreatment sediment accumulation
| |
| |x
| |
| |x
| |
| |x
| |
| |
| |
| |-
| |
| |Inlet erosion
| |
| |
| |
| |x
| |
| |x
| |
| |
| |
| |-
| |
| |rowspan="4"|'''Perimeter'''
| |
| |- | | |- |
| |BMP dimensions | | |BMP dimensions |
Line 78: |
Line 52: |
| |x | | |x |
| |- | | |- |
| |Side slope erosion
| | |rowspan="3"|'''[[Aggregates|Filter Bed]]''' |
| |
| |
| |x
| |
| |x
| |
| |
| |
| |-
| |
| |Surface ponding area
| |
| |x
| |
| |x
| |
| |
| |
| |x
| |
| |-
| |
| |rowspan="9"|'''[[Bioretention: Filter media|Filter Bed]]''' | |
| |- | | |- |
| |Standing water | | |Standing water |
Line 104: |
Line 66: |
| | | | | |
| |- | | |- |
| |Filter bed erosion | | |rowspan="4"|'''[[Vegetation]]''' |
| |
| |
| |x
| |
| |x
| |
| | | |
| |- | | |- |
| |Mulch depth | | |Vegetation cover |
| |x | | |x |
| |x | | |x |
Line 116: |
Line 74: |
| |x | | |x |
| |- | | |- |
| |Filter bed sediment accumulation | | |Vegetation condition |
| | | | | |
| |x | | |x |
| |x | | |x |
| | | |
| | |- |
| | |Vegetation composition |
| |x | | |x |
| |-
| |
| |Surface ponding depth
| |
| |x | | |x |
| |x | | |x |
| | | | | |
| | |- |
| | |rowspan="3"|'''[[Underdrain]] & [[Wells|Monitoring Well]]''' |
| | |- |
| | |Monitoring well condition |
| |x | | |x |
| |-
| |
| |Filter bed surface sinking
| |
| |
| |
| |x | | |x |
| |x | | |x |
| |x | | |x |
| |- | | |- |
| |Check dams | | |Sub-drain/Perforated pipe obstruction |
| |x | | | |
| |x
| |
| |x | | |x |
| | | |
| |x | | |x |
| |- | | |- |
| |rowspan="4"|'''[[Vegetation|Planting Area]]'''
| | |'''[[Overflow|Outlets]]''' |
| |- | | |Overflow outlet obstruction |
| |Vegetation cover
| |
| |x | | |x |
| |x | | |x |
Line 148: |
Line 107: |
| |x | | |x |
| |- | | |- |
| |Vegetation condition | | |rowspan="5"|'''Pavement Surface''' |
| | |Pavement surface condition |
| | | | | |
| |x | | |x |
Line 154: |
Line 114: |
| | | | | |
| |- | | |- |
| |Vegetation composition | | |Pavement surface sediment accumulation |
| | |x |
| |x | | |x |
| |x | | |x |
| |x | | |x |
| |
| |
| |- | | |- |
| |rowspan="4"|'''[[Overflow|Outlet]]''' | | |Control structure condition |
| |-
| |
| |Monitoring well condition
| |
| |x | | |x |
| |x | | |x |
Line 168: |
Line 126: |
| |x | | |x |
| |- | | |- |
| |Sub-drain/Perforated pipe obstruction | | |Control structure sediment accumulation |
| |
| |
| |x
| |
| |
| |
| |x
| |
| |-
| |
| |Overflow outlet obstruction
| |
| |x | | |x |
| |x | | |x |
Line 185: |
Line 137: |
|
| |
|
| {| class="wikitable" style="width: 900px;" | | {| class="wikitable" style="width: 900px;" |
| |+'''Testing Indicators Framework - Bioretention/Swales''' | | |+'''Testing Indicators Framework - Permeable Pavements''' |
| |- | | |- |
| !<br>'''Component''' | | !<br>'''Component''' |
Line 194: |
Line 146: |
| !<br>'''Verification Inspection''' | | !<br>'''Verification Inspection''' |
| |- | | |- |
| |rowspan="6"|'''Testing Indicators''' | | |rowspan="4"|'''Testing Indicators''' |
| |-
| |
| |Soil characterization testing
| |
| |x
| |
| |x
| |
| |
| |
| |(x)
| |
| |-
| |
| |Sediment accumulation testing
| |
| |x
| |
| |x
| |
| |x
| |
| |x
| |
| |- | | |- |
| |Surface infiltration rate testing | | |Surface infiltration rate testing |