Line 6: |
Line 6: |
| Exfiltration systems can be thought of as linear soakaways; designed for both conveyance and [[infiltration]] of excess stormwater. | | Exfiltration systems can be thought of as linear soakaways; designed for both conveyance and [[infiltration]] of excess stormwater. |
| By attenuating runoff volume, they reduce contaminant loads delivered to downstream BMPs, end-of-pipe facilities or receiving waterbodies. | | By attenuating runoff volume, they reduce contaminant loads delivered to downstream BMPs, end-of-pipe facilities or receiving waterbodies. |
− | They are composed of perforated [[pipes]] installed in gently sloping granular stone beds, lined with [[Geotextiles|geotextile]] fabric.
| + | {{textbox|Rainwater harvesting is an ideal technology for: |
| + | *Road retrofits where sewer lines are being replaced, |
| + | *All new road/storm sewer constructions where no constraints to infiltration exist, |
| + | *Tight urban spaces where no landscaped practices can be squeezed in, and there is a low risk tolerance for flooding.}} |
| + | '''The fundamental components of an exfiltration system are:''' |
| + | *perforated [[pipes]] connected to manholes and catchabasins, |
| + | *a gently sloping granular [[reservoir aggregate| reservoir]]. |
| + | '''An additional components is:''' |
| + | *[[Geotextile]] to prevent migration of fines into the reservoir. |
| | | |
| Exfiltration systems can be used in place of conventional storm sewer pipes, where topography, water table depth, and [[water quality]] conditions are suitable. They are suitable for treating runoff from roofs, walkways, parking lots and low to medium traffic roads, with adequate [[pretreatment]]. | | Exfiltration systems can be used in place of conventional storm sewer pipes, where topography, water table depth, and [[water quality]] conditions are suitable. They are suitable for treating runoff from roofs, walkways, parking lots and low to medium traffic roads, with adequate [[pretreatment]]. |