Difference between revisions of "Bioretention: Construction checklist"
Jump to navigation
Jump to search
Jenny Hill (talk | contribs) |
Jenny Hill (talk | contribs) |
||
| Line 1: | Line 1: | ||
Common construction pitfalls can be avoided with careful construction supervision that focuses on the following aspects: | Common construction pitfalls can be avoided with careful construction supervision that focuses on the following aspects: | ||
| − | <table class = table-bordered> | + | <table class = table table-bordered> |
<tr><th colspan =2 text = success>Erosion and Sediment Control</th></tr> | <tr><th colspan =2 text = success>Erosion and Sediment Control</th></tr> | ||
<tr><td width = "5%"></td><td>Bioretention locations should be blocked from construction traffic and should not be used for erosion and sediment control</td></tr> | <tr><td width = "5%"></td><td>Bioretention locations should be blocked from construction traffic and should not be used for erosion and sediment control</td></tr> | ||
Revision as of 16:14, 18 July 2017
Common construction pitfalls can be avoided with careful construction supervision that focuses on the following aspects:
| Erosion and Sediment Control | |
|---|---|
| Bioretention locations should be blocked from construction traffic and should not be used for erosion and sediment control | |
| Proper erosion and sediment controls should be in place for the drainage area | |
| Materials | |
| Gravel for the underdrain should be clean and washed; no fines should be present in the material | |
| Underdrain pipe material should be perforated and of the correct size (when specified in design) | |
| A cap should be placed on the upstream (but not the downstream) end of the underdrain (when specified in design) | |
| Biomedia should be tested to confirm that it meets specifications | |
| Mulch composition should be correct | |
| Elevations | |
| Depth of the gravel and invert of the underdrain | |
| Inverts for inflow and outflow points | |
| Filter depth? after biomedia is placed | |
| Ponding depth provided between the surface of the filter bed and the overflow structure | |
| Mulch depth | |
| Landscaping and Stabilization | |
| Correct vegetation should be planted | |
| Pretreatment area should be stabilized | |
| Drainage area should be stabilized prior to directing water to the bioretention | |
| The following items should be checked after the first rainfall event, and adjustments should be made as necessary: | |
| Outfall protection/energy dissipation at concentrated inflow should be stable | |
| Flow should not concentrate and should spread evenly over the filter bed | |
| Ponded water at the surface of the bioretenton facility must drain within 24 hours of the end of the storm event. The biomedia should fully drain within a maximum period of 72 hours | |
| Excessive sediment accumulation should not be present | |