Line 1: |
Line 1: |
| [[File:underdrain-subgrade.jpg|300px|thumb|right|Underdrain installed to subgrade.]] | | [[File:underdrain-subgrade.jpg|300px|thumb|right|Underdrain installed to subgrade.]] |
| [[File:underdrain-with-risers.jpg|300px|thumb|right|Underdrain installed with maintenance risers. Note the 'T' joints, which are no longer recommended.]] | | [[File:underdrain-with-risers.jpg|300px|thumb|right|Underdrain installed with maintenance risers. Note the 'T' joints, which are no longer recommended.]] |
| | ====Underdrains==== |
| [[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.<br> | | [[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.<br> |
|
| |
|
| Construction Steps:<br> | | '''Construction Steps:'''<br> |
| #Install the underdrain to grade with a consistent slope of 0.5% to 1.0% | | #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 | | #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. | | #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 | | #Mark the locations of risers. |
| #Use video inspections to confirm that the interior of the underdrain remains free of debris after construction<br> | | #Use video inspections to confirm that the interior of the underdrain remains free of debris after construction.<br> |
|
| |
|
| Key Inspection Points:<br> | | '''Key Inspection Points:'''<br> |
| *Size, type, and material of the underdrain conforms to the design specifications | | *Size, type, and material of the underdrain conforms to the design specifications. |
| *Underdrain is perforated prior to arrival on-site | | *Underdrain is perforated prior to arrival on-site. |
| *Drain material is resistant to UV radiation and any chemicals in the soil and groundwater | | *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 | | *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 | | *Any manual perforations are approved by the design or field engineer. |
| *Pipe grade matches design specifications | | *Pipe grade matches design specifications. |
| *Tie-in locations to municipal sewers meet municipal specifications<br> | | *Tie-in locations to municipal sewers meet municipal specifications.<br> |
|
| |
|
| Mistakes to Avoid:<br> | | '''Mistakes to Avoid:'''<br> |
| *Incorrect overflow risers – ensure single-elbowed ‘y’ connections or 45° elbows are used for overflow risers instead of ‘T’ connections | | *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 | | *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<br> | | *Potential for clogging – Remove sock from underdrain prior to installation or geofabric wrap. A choker course is recommended, instead, as field change.<br> |
|
| |
|
| For more information on the design of underdrains, such as materials and connections, see the page on underdrains linked above.<br> | | For more information on the design of underdrains, such as materials and connections, see the page on underdrains linked above.<br> |