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| | *[[pretreatment| pre-treatment devices]] to retain coarse sediment, trash, debris and floatables, | | *[[pretreatment| pre-treatment devices]] to retain coarse sediment, trash, debris and floatables, |
| | *perforated [[pipes]] embedded in washed gravel connected to maintenance holes and catch basins, | | *perforated [[pipes]] embedded in washed gravel connected to maintenance holes and catch basins, |
| − | *a gently sloping granular [[reservoir aggregate| storage reservoir]] below the perforated pipe that may include trench plugs. | + | *a gently sloping granular [[reservoir aggregate| storage reservoir]] below the perforated pipe. |
| | '''Optional components include:''' | | '''Optional components include:''' |
| | *[[Geotextile]] to prevent migration of fines into the reservoir; | | *[[Geotextile]] to prevent migration of fines into the reservoir; |
| | + | *Trench plugs to help disperse stormwater throughout the trench and enhance infiltration; and |
| | *Perforated maintenance hole or catch basin risers. | | *Perforated maintenance hole or catch basin risers. |
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| | If properly located, designed and maintained, perforated pipe systems can greatly reduce runoff volume while having little or no surface footprint, which helps to conserve highly valued developable land. | | If properly located, designed and maintained, perforated pipe systems can greatly reduce runoff volume while having little or no surface footprint, which helps to conserve highly valued developable land. |
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| − | Systems should be located below shoulders of roadways, [[permeable paving]] or [[swales]] where they can be readily excavated for servicing. An adequate subsurface area outside of the 4 m setback from building foundations and suitable distance from other underground utilities must be available. | + | Systems should be located below shoulders of roadways, [[permeable pavements]] or [[swales]] where they can be readily excavated for servicing. An adequate subsurface area outside of the 4 m setback from building foundations and suitable distance from other underground utilities must be available. |
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| | ===Site Topography=== | | ===Site Topography=== |