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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 table class = wikitable>
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{| class="wikitable"
<tr><th colspan =2>Erosion and Sediment Control<th>
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<tr><td></td><td>Bioretention locations should be blocked from construction traffic and should not be used for erosion and sediment control.</td></tr>
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!colspan =2|Erosion and Sediment Control
<tr><td></td><td>Proper erosion and sediment controls should be in place for the drainage area.</td></tr>
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</table>
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|style="width:30px"|&nbsp;
Materials
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|Bioretention locations should be blocked from construction traffic and should not be used for erosion and sediment control
Gravel for the underdrain should be clean and washed; no fines should be present in the material.
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Underdrain pipe material should be perforated and of the correct size.
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A cap should be placed on the upstream (but not the downstream) end of the underdrain.
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|Proper erosion and sediment controls should be in place for the drainage area
Biomedia should be tested to confirm that it meets specifications.
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Mulch composition should be correct.
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!colspan =2|Materials
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|-
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|style="width:30px"|&nbsp;
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|Gravel for the underdrain should be clean and washed; no fines should be present in the material
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|-
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|Underdrain pipe material should be perforated and of the correct size (when specified in design)
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|-
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|A cap should be placed on the upstream (but not the downstream) end of the underdrain (when specified in design)
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|-
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|Biomedia should be tested to confirm that it meets specifications
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|-
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|Mulch composition should be correct
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|-
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!colspan =2|Elevations
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|-
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|style="width:30px"|&nbsp;
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|Depth of the gravel and invert of the underdrain
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|Inverts for inflow and outflow points
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|Filter media depth
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|Ponding depth provided between the surface of the filter bed and the overflow structure
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|Mulch depth
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!colspan =2|Landscaping and Stabilization
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|-
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|style="width:30px"|&nbsp;
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|Correct vegetation should be planted
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|Pretreatment area should be stabilized
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|Drainage area should be stabilized prior to directing water to the bioretention
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!colspan =2|The following items should be checked after the first rainfall event, and adjustments should be made as necessary:
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|style="width:30px"|&nbsp;
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|Outfall protection/energy dissipation at concentrated inflow should be stable
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|Flow should not concentrate and should spread evenly over the filter bed
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|Ponded water at the surface of the bioretenton facility must drain within 24 hours of the end of the storm event. <br> The biomedia should fully drain within a maximum period of 72 hours
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|-
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|Excessive sediment accumulation should not be present
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|}
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Elevations
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[[category:Checklists]]
Elevations of the following items should be checked for accuracy:
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[[category:Construction]]
• Depth of the gravel and invert of the underdrain
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• Inverts for inflow and outflow points
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• Filter depth after biomedia is placed
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• Ponding depth provided between the surface of the filter bed and the overflow structure
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• 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.
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• Excessive sediment accumulation should not be present.
 

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