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|  | [[File:Gravel.jpg|thumb|medium sized granular, free from fines]] |  | [[File:Gravel.jpg|thumb|medium sized granular, free from fines]] | 
| − | In [[bioretention]] systems a choking layer of ≥ 100 mm depth is the recommended method to prevent migration of finer [[filter media]] intoan underlying reservoir of [[Reservoir gravel|coarse aggregate]]. | + | In [[bioretention]] systems a choker layer of ≥ 100 mm depth is the recommended method to prevent migration of finer [[filter media]] into the underlying reservoir of [[Reservoir gravel|coarse aggregate]]. | 
|  | These same mid sized granular materials are recommended for use in [[Stormwater planter]] underdrains and may be useful in the fine grading of foundations courses for [[permeable paving]]. |  | These same mid sized granular materials are recommended for use in [[Stormwater planter]] underdrains and may be useful in the fine grading of foundations courses for [[permeable paving]]. | 
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|  | Suitable materials include: |  | Suitable materials include: | 
|  | ;High performance bedding (HPB) |  | ;High performance bedding (HPB) | 
| − | :Clean, angular aggregate screened to between 6 - 10 mm. Widely available and designed specifically for drainage applications. Free from fines by definition. | + | :Clean, angular aggregate screened to between 6 and 10 mm. Widely available and designed specifically for drainage applications. Free from fines by definition.    | 
|  | ;HL 6 |  | ;HL 6 | 
| − | :Is a clean, angular aggregate screened between 10 - 20 mm. Free from fines by definition. | + | :Is a clean, angular aggregate screened between 10 and 20 mm. Free from fines by definition.   | 
|  | ;Pea Gravel |  | ;Pea Gravel | 
| − | :Rounded natural aggregate, screened between 5 - 15 mm, and washed free from fines. | + | :Rounded natural aggregate, screened between 5 and 15 mm, and washed free from fines.   | 
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| − | In most scenarios, a [[geotextiles|geotextile]] layer is unnecessary and have been associated with rapid decline and [[Clogging#Filter fabric|clogging]] in some circumstances. | + | In most scenarios, a [[geotextiles|geotextile]] layer is unnecessary and has been associated with rapid decline and [[Clogging#Filter fabric|clogging]] in some circumstances.   | 
|  | [[category: materials]] |  | [[category: materials]] |