Difference between revisions of "Bioretention: Construction checklist"
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<tr><td width = "5%"></td><td>Outfall protection/energy dissipation at concentrated inflow should be stable</td></tr> | <tr><td width = "5%"></td><td>Outfall protection/energy dissipation at concentrated inflow should be stable</td></tr> | ||
<tr><td></td><td>Flow should not concentrate and should spread evenly over the filter bed</td></tr> | <tr><td></td><td>Flow should not concentrate and should spread evenly over the filter bed</td></tr> | ||
− | <tr><td></td><td>Ponded water at the surface of the bioretenton facility must drain within 24 hours of the end of the storm event. The | + | <tr><td></td><td>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</td></tr> |
<tr><td></td><td>Excessive sediment accumulation should not be present</td></tr> | <tr><td></td><td>Excessive sediment accumulation should not be present</td></tr> | ||
</table> | </table> |
Revision as of 15:48, 5 July 2017
Common construction pitfalls can be avoided with careful construction supervision that focuses on the following aspects:
Erosion and Sediment Control | |
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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 | |
A cap should be placed on the upstream (but not the downstream) end of the underdrain | |
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 |