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| | ==Design== | | ==Design== |
| | + | {|{| class="wikitable" |
| | + | |+Design parameters for dry ponds <ref>https://www.ontario.ca/document/stormwater-management-planning-and-design-manual/stormwater-management-plan-and-swmp-design</ref> |
| | + | !Element |
| | + | !Design Objective |
| | + | !Criteria |
| | + | |- |
| | + | |Drainage Area |
| | + | |Minimum orifice size (see [[flow control]]) |
| | + | |style="text-align: left|5 Ha (≥10 Ha preferred) |
| | + | |- |
| | + | |Treatment Volume |
| | + | |Provision of appropriate level of protection |
| | + | |style="text-align: left|See [[#.|below]] |
| | + | |- |
| | + | |Active Storage |
| | + | |Detention |
| | + | |style="text-align: left|[[Total Suspended solids|Suspended solids]] settling 24 hrs (48 hrs preferred) |
| | + | |- |
| | + | |Forebay |
| | + | |Pre-treatment |
| | + | |style="text-align: left| |
| | + | *Minimum depth: 1 m; |
| | + | *Sized to ensure non-erosive velocities leaving forebay; |
| | + | |- |
| | + | |Length-to-Width Ratio |
| | + | |Maximize flow path and minimize short-circuiting potential |
| | + | |style="text-align: left| |
| | + | *Overall: minimum 3:1; |
| | + | *4:1 preferred |
| | + | |- |
| | + | |Depth |
| | + | |Safety |
| | + | |style="text-align: left|Maximum 3 m |
| | + | |- |
| | + | |Side slopes (See also [[berms]]) |
| | + | |Safety |
| | + | |style="text-align: left| |
| | + | *4:1 average |
| | + | |- |
| | + | |Inlet |
| | + | |Avoid clogging/freezing |
| | + | |style="text-align: left| |
| | + | *Minimum 450 mm; |
| | + | *Preferred pipe slope: > 1 %; |
| | + | *If submerged, obvert 150 mm below expected maximum ice depth |
| | + | |- |
| | + | |Outlet (See also [[flow control]]) |
| | + | |Avoid clogging/freezing |
| | + | |style="text-align: left| |
| | + | *Minimum: 450 mm outlet pipe; |
| | + | *Preferred pipe slope: > 1 %; |
| | + | *If orifice control used, 75 mm diameter minimum; |
| | + | *Minimum 100 mm orifice preferable |
| | + | |- |
| | + | |Maintenance access |
| | + | |Access for backhoes or dredging equipment |
| | + | |style="text-align: left| |
| | + | *Provided to approval of Municipality; |
| | + | *Provision of maintenance drawdown pipe preferred |
| | + | |- |
| | + | |Buffer |
| | + | |Safety |
| | + | |style="text-align: left|Minimum 3 m above maximum water quality/erosion control water level |
| | + | |} |
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| | The bottom of a dry pond should be flat to encourage uniform ponding and infiltration across the entire surface. Recommended tolerance on base levels 10 mm in 3m. | | The bottom of a dry pond should be flat to encourage uniform ponding and infiltration across the entire surface. Recommended tolerance on base levels 10 mm in 3m. |