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|Mulch composition should be correct
 
|Mulch composition should be correct
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!colspan =2|Elevations
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|style="width:30px"| 
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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"| 
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|Correct vegetation should be planted
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|Pretreatment area should be stabilized
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|-
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|Drainage area should be stabilized prior to directing water to the bioretention
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|-
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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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|-
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|style="width:30px"| 
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|Outfall protection/energy dissipation at concentrated inflow should be stable
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|-
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|Flow should not concentrate and should spread evenly over the filter bed
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|-
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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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|Excessive sediment accumulation should not be present
 
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<tr><th colspan =2>Elevations</th></tr>
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<tr><td width = "5%"></td><td>Depth of the gravel and invert of the underdrain</td></tr>
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<tr><td></td><td>Inverts for inflow and outflow points</td></tr>
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<tr><td></td><td><strong>Filter depth?</strong> after biomedia is placed</td></tr>
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<tr><td></td><td>Ponding depth provided between the surface of the filter bed and the overflow structure</td></tr>
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<tr><td></td><td>Mulch depth</td></tr>
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<tr><th colspan =2>Landscaping and Stabilization</th></tr>
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<tr><td width = "5%"></td><td>Correct vegetation should be planted</td></tr>
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<tr><td></td><td>Pretreatment area should be stabilized</td></tr>
  −
<tr><td></td><td>Drainage area should be stabilized prior to directing water to the bioretention</td></tr>
  −
<tr><th colspan =2>The following items should be checked after the first rainfall event, and adjustments should be made as necessary:</th></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>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</td></tr>
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<tr><td></td><td>Excessive sediment accumulation should not be present</td></tr>
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</table>
      
[[category:Checklists]]
 
[[category:Checklists]]
 
[[category:Construction]]
 
[[category:Construction]]
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