Line 310: |
Line 310: |
| *[http://www.agrifs.ir/sites/default/files/Weeds%20of%20North%20America%20%7BRichard%20Dickinson%7D%20%5B9780226076447%5D%20%282014%29_2.pdf Weeds of North America (book), 2014, by Richard Dickinson and France Royer, University of Chicago Press, 656 pgs.] | | *[http://www.agrifs.ir/sites/default/files/Weeds%20of%20North%20America%20%7BRichard%20Dickinson%7D%20%5B9780226076447%5D%20%282014%29_2.pdf Weeds of North America (book), 2014, by Richard Dickinson and France Royer, University of Chicago Press, 656 pgs.] |
|
| |
|
| {|class="wikitable" style="width: 1000px;" | | {|class="wikitable" style="width: 1500px;" |
| |+'''Bioretention/Swales: Key Components, Descriptions and Routine I&M Requirements''' | | |+'''Bioretention/Swales: Key Components, Descriptions and Routine I&M Requirements''' |
| |- | | |- |
| !Component | | !Component |
| !style="width: 600px"|Description | | !style="width: 1500px"|Description |
| !style="width: 1000px"|Inspection & Maintenance Tasks | | !style="width: 1500px"|Inspection & Maintenance Tasks |
| !style="width: 1000px"|Photo Example | | !style="width: 600px"| <span style="color:green">('''Pass''')</span> Photo Example |
| | !style="width: 600px"| <span style="color:red">('''Fail''')</span> Photo Example |
| |- | | |- |
| |'''[[Bioretention: Sizing|Contributing Drainage Area (CDA)]]''' | | |'''[[Bioretention: Sizing|Contributing Drainage Area (CDA)]]''' |
Line 324: |
Line 325: |
| *Remove trash, debris and sediment from pavements (biannually to quarterly) and eavestroughs (annually); | | *Remove trash, debris and sediment from pavements (biannually to quarterly) and eavestroughs (annually); |
| *Replant or seed bare soil areas as needed. | | *Replant or seed bare soil areas as needed. |
| | | | |[[File:Pass.PNG|400px|thumb|center|CDA has not changed in size or land cover. Sediment, trash or debris is not accumulating and point sources of contaminants are not visible.]] |
| | |[[File:Fail bio.PNG|380px|thumb|center|Size of the CDA has changed from design assumptions. A point source for contaminants is visible (i.e. lack of sediment controls on adjacent construction site). (Photo Source: North Carolina Cooperative Extension)]] |
| |- | | |- |
| |'''[[Pretreatment]]''' | | |'''[[Pretreatment]]''' |
Line 332: |
Line 334: |
| *Remove trash, debris and sediment annually to biannually or when the device sump is half full; | | *Remove trash, debris and sediment annually to biannually or when the device sump is half full; |
| *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 |
| | | |
| | | | | |
| |- | | |- |
Line 342: |
Line 345: |
| *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. |
| | | | |[[File:Inlets bio pass.PNG|400px|thumb|center|There is no evidence of damage or displacement of the inlet structure that would prevent runoff from freely entering the BMP.]] |
| | |[[File:Inlets bio fail.PNG|390px|thumb|center|Accumulated sediment and vegetation is preventing stormwater from entering the BMP. Sediment on the pavement surface in front of the inlet indicates ponding is also occurring]] |
| |- | | |- |
| |'''Perimeter''' | | |'''Perimeter''' |
Line 350: |
Line 354: |
| *Confirm the surface ponding footprint area dimensions are within ±10% of the design and that maximum surface ponding depth meets design specifications; | | *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 | | *Check for side slope erosion or damage that compromises water storage capacity |
| | | |
| | | | | |
| |- | | |- |
Line 362: |
Line 367: |
| *Repair sunken areas when ≥ 10 cm deep and barren/eroded areas when ≥ 30 cm long; | | *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. | | *Remove sediment when > 5 cm deep or time to drain water ponded on the surface exceeds 48 hours. |
| | | |
| | | | | |
| |- | | |- |
Line 373: |
Line 379: |
| *Replace dead plantings annually to achieve 80% cover by the third growing season; | | *Replace dead plantings annually to achieve 80% cover by the third growing season; |
| *Do not apply chemical fertilizers. | | *Do not apply chemical fertilizers. |
| | | |
| | | | | |
| |- | | |- |
Line 381: |
Line 388: |
| *Keep free of obstructions; | | *Keep free of obstructions; |
| *Remove trash, debris and sediment biannually to quarterly. | | *Remove trash, debris and sediment biannually to quarterly. |
| | | |
| | | | | |
| |- | | |- |
Line 390: |
Line 398: |
| *Keep pipe and flow restrictor free of obstructions by flushing annually; | | *Keep pipe and flow restrictor free of obstructions by flushing annually; |
| *Inspect flow restrictor frequently (e.g., biannually to quarterly). | | *Inspect flow restrictor frequently (e.g., biannually to quarterly). |
| | | |
| | | | | |
| |- | | |- |
Line 397: |
Line 406: |
| | | | | |
| *[[Wells|Standpipes]] should be securely capped on both ends and remain undamaged. | | *[[Wells|Standpipes]] should be securely capped on both ends and remain undamaged. |
| | | |
| | | | | |
| |} | | |} |