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| {|class="wikitable" | | {|class="wikitable" |
| |+ ''' | | |+ ''' |
| === Key Components, Descriptions and Routine Inspection and Maintenance Tasks ===
| | ==Key Components and I&M Tasks== |
| ''' | | {|class="wikitable" |
| | |+'''Bioretention/Swales: Key Components, Descriptions and Routine I&M Requriements''' |
| |- | | |- |
| !Component | | !Component |
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| |'''[[Inlets]]''' | | |'''[[Inlets]]''' |
| | | | | |
| Structures that deliver water to the BMP (e.g., curb-cuts, spillways, pavement edges, catchbasins, pipes). | | Structures that deliver water to the BMP (e.g., [[Curb cuts]], [[inlets|spillways]], pavement edges, [[inlets|catch basins]], [[pipes]]). |
| | | | | |
| *Keep free of obstructions; | | *Keep free of obstructions; |
| *Remove trash, debris and sediment biannually to quarterly; | | *Remove trash, debris and sediment biannually to quarterly; |
| *Measure sediment depth or volume during each cleaning or annually to estimate accumulation rate and optimize frequency of maintenance; | | *Measure sediment depth or volume during each cleaning or annually to estimate accumulation rate and optimize frequency of maintenance; |
| *Remove woody [[vegetation]] from filter bed at [[inlets]] annually. | | *Remove woody [[vegetation]] from filter bed at [[inlets]] annually. |
| | |- |
| | |'''Perimeter''' |
| | | |
| | Side slopes or structures that define the BMP footprint; may be covered by a mixture of [[vegetation]], [[mulch]] and [[stone]] with slopes up to 2:1 (H:V), or concrete or masonry structures with vertical walls. |
| | | |
| | *Confirm the surface ponding footprint area dimensions are within ±10% of the design and that maximum surface ponding depth meets design specifications; |
| | *Check for side slope erosion or damage that compromises water storage capacity |
| | |- |
| | |'''[[Bioretention: Construction checklist|Filter Bed]]''' |
| | | |
| | Flat or gently sloping area composed of a 0.5 to 1 m deep layer of [[filter media]] [[soil]] covered by a mixture of [[vegetation]], [[mulch]] and [[stone]] where [[Bioretention: TTT|surface ponding]] and filtration of runoff occurs. |
| | | |
| | *Check for standing water, barren/eroded areas, sinkholes or animal burrows; |
| | *Remove trash biannually to quarterly; |
| | *Rake regularly to redistribute [[mulch]] and prevent sediment crusts; |
| | *Maintain 5 to 10 cm of mulch or stone cover to prevent weed growth and soil [[erosion]]; |
| | *Repair sunken areas when ≥ 10 cm deep and barren/eroded areas when ≥ 30 cm long; |
| | *Remove sediment when > 5 cm deep or time to drain water ponded on the surface exceeds 48 hours. |
| | |- |
| | |'''[[Vegetation]]''' |
| | | |
| | A mixture of deep rooting perennial plants, tolerant to both wet and dry conditions and salt (if receiving pavement runoff); can include grasses, flowers, shrubs and trees; roots uptake water and return it to the atmosphere; provide habitat for organisms that break down trapped pollutants and help maintain soil structure and permeability. |
| | | |
| | *Routine maintenance is the same as a conventional perennial garden bed; |
| | *In the first 2 months water plantings frequently (biweekly in the absence or rain) and as needed (e.g., bimonthly) over the remainder of the first growing season; |
| | *Remove weeds and undesirable plants biannually to quarterly; |
| | *Replace dead plantings annually to achieve 80% cover by the third growing season; |
| | *Do not apply chemical fertilizers. |
| | |- |
| | |'''[[Overflow|Overflow Outlet]]''' |
| | | |
| | Structures that convey overflows to another BMP or municipal storm sewer. |
| | | |
| | *Keep free of obstructions; |
| | *Remove trash, debris and sediment biannually to quarterly. |
| | |- |
| | |'''[[Underdrain|Sub-drain]]''' |
| | | |
| | Optional component; [[Pipes|perforated pipe(s)]] surrounded by [[gravel]] and may be wrapped in [[Geotextile|geotextile filter fabric]]; installed below the [[filter media]] [[soil]] layer to collect and convey treated water to an adjacent drainage system; may also include a flow restrictor. |
| | | |
| | *Include [[Bioretention: Sizing|standpipes]] or access points to provide means of flushing the [[perforated pipe]]; |
| | *Keep pipe and flow restrictor free of obstructions by flushing annually; |
| | *Inspect flow restrictor frequently (e.g., biannually to quarterly). |
| | |- |
| | |'''[[Monitoring well]]''' |
| | | |
| | [[Wells|Perforated standpipe]] that extends from the bottom of the BMP to above the invert of the [[Overflow|overflow outlet]]. Allows [[Digital technologies|measurement of subsurface water level]] to track drainage performance over time. |
| | | |
| | *[[Wells|Standpipes]] should be securely capped on both ends and remain undamaged. |
| | |} |
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| ==References== | | ==References== |