Line 3: |
Line 3: |
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| Construction Steps: | | Construction Steps: |
| 1. 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% |
| 2. Connect overflow risers with single-elbowed ‘y’ connections or 45° elbows
| | #Connect overflow risers with single-elbowed ‘y’ connections or 45° elbows |
| 3. 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. |
| 4. Mark the locations of risers
| | #Mark the locations of risers |
| 5. Use video inspections to confirm that the interior of the underdrain remains free of debris after construction
| | #Use video inspections to confirm that the interior of the underdrain remains free of debris after construction |
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| Key Inspection Points: | | Key Inspection Points: |
| • 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
| | *Tie-in locations to municipal sewers meet municipal specifications |
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| Mistakes to Avoid: | | Mistakes to Avoid: |
| • 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
| | *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 under-drains, see the page on under-drains. | | For more information on the design of under-drains, see the page on under-drains. |