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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.   |