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[[File:Full infiltration.png|thumb|Fully infiltrating bioretention with an inspection well, but no underdrain]]
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File:Bioretention Full infiltration placementswap.png|thumb|600px|'''[[Bioretention: Full infiltration|Full infiltration]]''' bioretention cell draining a parking lot. This design variation includes a surface overflow pipe/structure to allow excess water to leave the practice. A monitoring well is included so drainage performance can be evaluated over its operating lifespan. To learn more about different bioretention configurations see, The City of Toronto's Design Criteria for Green Infrastructure in the Right-of-Way document.<ref>City of Toronto. 2021. Design Criteria for Green Infrastructure in the Right-of-Way. Engineering & Construction Services. September 2021. https://www.toronto.ca/wp-content/uploads/2021/09/965f-ecs-specs-gi-design-criteria-manual-Sep2021.pdf.</ref> <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 1278 2868 1335 3149 [[Bioretention: Internal water storage|Internal Water Storage]]
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rect 1129 3088 1159 3145 [[Digital technologies|Water Level Sensor]]
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rect 1113 1434 1162 1487 [[Wells|Monitoring Well]]
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rect 1129 2835 1162 3072 [[Wells|Monitoring Well]]
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rect 1047 3147 1359 3225 [[Soil groups|Uncompacted subgrade soil]]
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rect 898 3147 933 3225 [[Soil groups|Uncompacted subgrade soil]]
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poly 870 241 866 322 953 333 1017 371 1045 400 1078 322 1129 312 1182 316 1235 328 1388 245 1263 245 1388 247 1155 243 [[Mulch|Mulch]]
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poly 874 604 1021 573 1004 632 870 690 [[Mulch|Mulch]]
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rect 1384 255 1266 602 [[Mulch|Mulch]]
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rect 866 1034 990 1406 [[Mulch|Mulch]]
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rect 1300 1061 1392 1171 [[Mulch|Mulch]]
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rect 864 359 1015 585 [[Stone|Erosion Control - Stone]]
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rect 1257 1206 1394 1420 [[Stone|Erosion Control - Stone]]
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rect 813 382 862 530 [[Curb cuts|Curb Cut]]
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rect 1396 1240 1439 1379 [[Curb cuts|Curb Cut]]
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rect 862 687 1402 1034 [[Trees: List|Tree]]
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rect 1066 355 1253 628 [[Plant lists|Vegetation]]
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rect 1033 1100 1237 1406 [[Plant lists|Vegetation]]
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rect 837 1653 1427 2609 [[Trees: List|Tree]]
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rect 1047 2687 1245 2895 [[Plant lists|Vegetation]]
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rect 866 2862 960 2938 [[Flow through media|Ponding Depth]]
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rect 1019 2903 1272 2936 [[Mulch|Mulch]]
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rect 1310 2901 1400 2936 [[Mulch|Mulch]]
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rect 1021 2934 1266 3140 [[Bioretention: Filter media|Filter Media]]
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rect 1312 2936 1363 3138 [[Bioretention: Filter media|Filter Media]]
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rect 939 1416 1019 1485 [[Overflow|Overflow Outlet]]
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rect 960 2846 1019 3215 [[Overflow|Overflow Outlet]]
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poly 982 3227 941 3144 917 3160 953 3217 970 3219 1015 3227 1059 3152 1031 3148 1023 3191 1064 3176 [[Reservoir aggregate|Clear Stone / Aggregate]]
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[[File:Full infiltration.png|400px|]]
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Simple schematic, showcasing a fully infiltrating bioretention with an inspection well, but no underdrain.
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==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.
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==Planning considerations==
 
==Planning considerations==
 
===Inlets===
 
===Inlets===
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*[[Plants]] and [[Planting design]]}}}}
 
*[[Plants]] and [[Planting design]]}}}}
 
{{Clickable button|[[Bioretention cells|Back to Bioretention]]}}
 
{{Clickable button|[[Bioretention cells|Back to Bioretention]]}}
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==References==
 
[[category:Infiltration]]
 
[[category:Infiltration]]

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