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Line 1: − [[File:Full infiltration.png|thumb|Fully infiltrating bioretention with an inspection well, but no underdrain]]+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
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File:Bioretention Full Infiltration.png|thumb|600px|Bioretention cell schematic depicting full infiltration capturing and treating runoff from an adjacent parking lot. For more standardized details click here for the [https://www.toronto.ca/wp-content/uploads/2021/09/965f-ecs-specs-gi-design-criteria-manual-Sep2021.pdf Design Criteria for Green Infrastructure in the Right-of-Way document] <span style="color:red">''A note: The following is an "image map", feel free to explore the image with your cursor and click on highlighted labels that appear to take you to corresponding pages on the Wiki.''</span>
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rect 864 359 1015 585 [[Stone|Erosion Control - Stone]]
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rect 813 382 862 530 [[Curb cuts|Curb Cut]]
rect 1396 1240 1439 1379 [[Curb cuts|Curb Cut]]
rect 862 687 1402 1034 [[Trees: List|Tree]]
rect 1066 355 1253 628 [[Plant lists|Vegetation]]
rect 1033 1100 1237 1406 [[Plant lists|Vegetation]]
rect 837 1653 1427 2609 [[Trees: List|Tree]]
rect 1047 2687 1245 2895 [[Plant lists|Vegetation]]
rect 866 2862 960 2938 [[Flow through media|Ponding Depth]]
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[[File:Full infiltration.png|400px|]]
Simple schematic, showcasing a fully infiltrating bioretention with an inspection well, but no underdrain.
==Overview==
==Overview==
This type of bioretention facility provides the highest level of stormwater volume control. Although this design does not include an underdrain, an overflow pipe, a weir or other outlet structure must be included.
This type of bioretention facility provides the highest level of stormwater volume control. Although this design does not include an underdrain, an overflow pipe, a weir or other outlet structure must be included.
==Planning considerations==
==Planning considerations==
===Inlets===
===Inlets===