Bioretention: Construction checklist
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 Elevations of the following items should be checked for accuracy: • 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 should drain within 24 hours of the end of the storm event. The filter media bed should fully drain within a maximum period of 72 hours. • Excessive sediment accumulation should not be present.