Difference between revisions of "Pipes"
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Pipes should have been manufactured in conformity with the latest standards by the Canadian Standards Association (CSA) or ASTM International. | |||
*Perforated pipes should be continuously perforated, smooth interior HDPE (or equivalent material) with a minimum inside diameter of 100 mm. | *Perforated pipes should be continuously perforated, smooth interior HDPE (or equivalent material) with a minimum inside diameter of 100 mm. | ||
**Where freezing is a concern, horizontal underdrain pipes should be over-sized to a minimum 200 mm diameter. | **Where freezing is a concern, horizontal underdrain pipes should be over-sized to a minimum 200 mm diameter. | ||
**Perforations should be | **Perforations should be made on all sides of the pipe and provide a ≥ 1 m<sup>2</sup> of open area per linear meter of pipe. | ||
*All underdrains should be capped on the upstream end. | *All underdrains should be capped on the upstream end. | ||
*At least one vertical well per BMP is recommended, for inspection and monitoring water level. | *At least one vertical well per BMP is recommended, for inspection and monitoring water level. |
Revision as of 20:01, 18 July 2017
Pipes should have been manufactured in conformity with the latest standards by the Canadian Standards Association (CSA) or ASTM International.
- Perforated pipes should be continuously perforated, smooth interior HDPE (or equivalent material) with a minimum inside diameter of 100 mm.
- Where freezing is a concern, horizontal underdrain pipes should be over-sized to a minimum 200 mm diameter.
- Perforations should be made on all sides of the pipe and provide a ≥ 1 m2 of open area per linear meter of pipe.
- All underdrains should be capped on the upstream end.
- At least one vertical well per BMP is recommended, for inspection and monitoring water level.
- Well(s), of 100 - 150 mm diameter perforated pipe, should extend to the bottom of the facility.
- Where a horizontal underdrain is being installed, an upstream and a downstream well should be coupled to the underdrain pipe. The pair of wells can then be used to flush out the length of underdrain if required.
- The exposed tops of all wells should be fitted with lockable caps.
- Non-perforated pipes should be used for conveyance to and away from the facility, including overflow.
- To function correctly, the capacity of the overflow pipes must be greater than the inlet(s).