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| ==Underdrains== | | ==Underdrains== |
| + | [[File:underdrain-subgrade.jpg|300px|thumb|right|Underdrain installed to subgrade. (Photo Source: CVC, 2010)]] |
| + | [[File:underdrain-with-risers.jpg|300px|thumb|right|Underdrain installed with maintenance risers. Note the 'T' joints, which are no longer recommended. (Photo Source: CVC, 2010)]] |
| + | [[Underdrains]] are perforated pipes that collect subsurface water and convey water out of an LID facility once it reaches capacity. Their design is determined by the drainage requirements of the feature. |
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− | {{:Underdrains: Installation}}
| + | '''Construction Steps:''' |
| + | #Install the underdrain to grade with a consistent slope of 0.5% to 1.0%. |
| + | #Connect overflow risers with single-elbowed ‘y’ connections or 45° elbows. |
| + | #Situate maintenance risers where siltation is expected in drain lines (such as at junctions or where grade and direction changes occur), in accordance with the design drawings. |
| + | #Mark the locations of risers. |
| + | #Use video inspections to confirm that the interior of the underdrain remains free of debris after construction. |
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| + | '''Key Inspection Points:''' |
| + | *Size, type, and material of the underdrain conforms to the design specifications. |
| + | *Underdrain is perforated prior to arrival on-site. |
| + | *Drain material is resistant to UV radiation and any chemicals in the soil and groundwater. |
| + | *Clean-outs are positioned correctly and spaced appropriately for the size of the underdrain. |
| + | *Any manual perforations are approved by the design or field engineer. |
| + | *Pipe grade matches design specifications. |
| + | *Tie-in locations to municipal sewers meet municipal specifications. |
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| + | '''Mistakes to Avoid:''' |
| + | *Incorrect overflow risers – ensure single-elbowed ‘y’ connections or 45° elbows are used for overflow risers instead of ‘T’ connections. |
| + | *Incorrect drain size – confirm underdrain has an internal diameter greater than or equal to 200 mm to reduce freezing and allow cleaning and camera inspections. |
| + | *Potential for clogging – Remove sock from underdrain prior to installation or geofabric wrap. A choker course is recommended, instead, as field change. |
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| + | For more information on the design of underdrains, such as materials and connections, see the page on underdrains linked above. |
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| ==Impermeable liners== | | ==Impermeable liners== |