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== For Infiltration Trench ==
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Image:Kortright trench.PNG|thumb|500 px|This infiltration trench features an inlet composed of [[geotextile| filter fabric]] and decorative [[stone| river stone]], which provides some [[pretreatment]] and can easily be removed and replaced as part of routine sediment removal maintenance. For more details click [https://sustainabletechnologies.ca/app/uploads/2016/08/BioVSTrench_TechBrief__July2015.pdf here.]
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rect 108 637 312 683 [[Topsoil|Soil]]
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rect 354 480 477 559 [[Curb Cuts|Concrete curb]]   
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rect 480 468 752 557 [[Stone|River Rock]]
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rect 708 689 948 750 [[Reservoir Aggregate|Clearstone]]
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circle 970 772 15 [[Underdrains]]
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rect 1128 666 792 589 [[Reservoir aggregate|Crushed Limestone]]
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rect 760 484 867 555 [[Curb Cuts|Concrete curb]] 
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rect 893 503 1123 577 [[OPSS aggregates|Well-graded granular A Material (OPSS 1010)]]
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rect 373 562 476 612 [[Reservoir aggregate|Crushed Limestone]] 
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rect 693 378 530 405 [[Geotextiles|Geotextile OPSS 1860 Approved Fabric]] 
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rect 396 327 701 362 [[Choker layer|High performance bedding]] 
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rect 454 293 740 326 [[Permeable Pavements]] 
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== For Downspout disconnection ==
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Image:Downspout disconnection.png|thumb|600 px|This schematic shows proper [[downspout disconnection]] of a building's downspout system with associated setback distances and items (weeping tile [[pipes]], [[gravel]], splash pad, etc. For more details click [https://www.iclr.org/wp-content/uploads/PDFS/protect-your-home-from-basement-flooding.pdf here.]<ref> The Institute For Catastrophic Loss Reduction. Protect your home from Basement flooding: Designed for safer living®. https://www.iclr.org/wp-content/uploads/PDFS/protect-your-home-from-basement-flooding.pdf. 2011. Accessed 3 September, 2021</ref>
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rect 503 90 732 139 [[Downspout discussion|Downspout]]
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rect 501 161 732 230 [[Downspout discussion|Downspout discussion]]
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rect 819 217 1026 291 [[Forebays: Gallery |Splash Pad]]
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rect 708 689 948 750 [[Reservoir Aggregate|Clearstone]]
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rect 594 489 926 534 [[Absorbent landscapes|Native Soil]]
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rect 13 302 321 386 [[Soil groups|Clay]]
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rect 312 388 496 688 [[OPSS aggregates| OPSS Backfill Material]] 
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poly 374 692 491 694 479 784 439 783 435 718 370 722 374 714 372 709 375 711 374 703 [[Aggregates|Coarse Gravel]]
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circle 405 753 38 [[Pipes|Weeping Tile]] 
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==For Dry pond==
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Image:Dry pond.PNG|thumb|600 px|The following image showcases an illustrates an extended detention dry pond. For more details click [https://dr6j45jk9xcmk.cloudfront.net/documents/1757/195-stormwater-planning-and-design-en.pdf here.]<ref> Ministry of the Environment. Stormwater Management Planning and Design Manual. https://dr6j45jk9xcmk.cloudfront.net/documents/1757/195-stormwater-planning-and-design-en.pdf. 2003. Accessed 3 September, 2021</ref>
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rect 74 219 409 265 [[Pretreatment features| Sediment Forebays]]
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rect 1386 91 1235 162 [[Flow Control| Outlet]]
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rect 433 99 764 184 [[Vegetated Filter Strips| Vegetated filter strips]]
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rect 66 553 264 656 [[Inlets| Inlets]]
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rect 693 244 879 309 [[Berms| Berms]]
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==For Bioretention==
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Image:Bioretention Labeled low quality.PNG|thumb|600 px|This joint schematic with both Plan and Longitudinal Section views shows what a general biortention cell/system in a parking lot could look like.
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rect 32 2 193 39 [[Infiltration trench| Infiltration Trench]]
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rect 42 50 146 88 [[Curb cuts| Curb Cuts]]
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rect 349 324 455 370 [[Curb cuts| Curb Cuts]]
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rect 342 186 487 230 [[Infiltration trench| Infiltration Trench]]
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rect 386 61 457 103 [[Trees| Trees]]
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rect 87 96 187 138 [[Overflow| Overflow]]
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rect 365 132 476 177 [[Plant lists| Vegetation]]
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rect 65 234 146 284 [[Trees| Trees]]
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rect 386 384 464 428 [[Trees| Trees]]
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rect 18 559 133 609 [[Plant lists| Vegetation]]
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rect 60 611 145 652 [[Overflow| Overflow]]
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rect 0 628 58 674 [[Pipes| Overflow Pipe]]
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rect 63 712 163 751 [[Curb cuts| Curb Cuts]]
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rect 0 759 165 816 [[Reservoir aggregate| Clear Stone / Reservoir Aggregate]]
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rect 386 714 501 747 [[Bioretention: Filter media| Filter Media]]
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rect 372 750 500 786 [[Choker layer| Choker Layer]]
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rect 347 788 454 816 [[Underdrain| Underdrain]]
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==For Bioswales==
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Image:Bioswale labeled low.png|thumb|600 px|The image above shows a schematic for a standard bioswale with a graded channel, native grasses/vegetation plantings to control erosive flows, filter media, to permit infiltration into the facility, along with optional check dams to facilitate short term ponding.
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rect 17 42 113 95 [[Grasses| Grasses]]
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rect 878 136 988 198 [[Grasses| Grasses]]
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rect 143 65 292 118 [[Check dams| Check Dam]]
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rect 580 140 713 192 [[Check dams| Check Dam]]
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rect 379 12 651 70 [[Stone| River Rock / Beach Stone]]
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rect 429 91 575 147 [[Plant lists| Vegetation]]
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rect 398 301 599 374 [[Filter Media| Filter Media]]
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rect 334 371 447 427 [[Aggregates| Gravel]]
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rect 560 491 819 574 [[Soil groups| Native Existing Soil]]
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==For Enhanced Swales==
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Image:Enhanced Swale Labeled.PNG|thumb|600 px|The longitudinal schematic above shows a standard enhanced swale with amended soil, resilient turf grasses, filter media and optional check dams with a flow concentrating cutout to facilitate short term ponding and maximize infiltration capacity for this BMP installation.
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rect 28 330 187 453 [[Absorbent landscapes| Amended Soil]]
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rect 407 427 760 494 [[Soil groups| Native / Existing Soil]]
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rect 411 42 744 123 [[Turf| Resilient Turf Grasses]]
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rect 1030 75 1250 166 [[Check dams| Check Dam]]
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rect 911 353 1122 424 [[Bioretention: Filter media| Filter Media]]
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rect 1148 411 1318 490 [[Overflow| Flow Concentrating Cutout]]
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==For Exfiltration Trenches==
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Image:Exfiltration Trench labeled.gif|417 × 194 pixels|
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rect 43 6 100 31 [[Inlets| Inlet]]
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rect 366 7 416 37 [[Inlets| Inlet]]
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rect 59 33 131 57 [[Exfiltration: Gallery| Manhole]]
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rect 273 26 350 61 [[Exfiltration: Gallery| Manhole]] 
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poly 64 74 155 71 266 77 344 78 344 106 62 94 [[Overflow| Overflow Pipe]]
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poly 65 114 162 121 166 105 201 107 234 107 245 123 340 131 342 143 200 135 66 131 [[Underdrains| Underdrain]]
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rect 142 140 277 161 [[Reservoir aggregate| Gravel / Clear Stone]]
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==References==
      
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