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