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{{alert|The original Manual combined several filtration practices, including sand filters and swales, into a single chapter. We eventually will break some of these practices out into separate chapters. For now, they continue to be combined into single pages shown below. NOTE that we have included links to images for sand filters and swales in the outline below.|alert-info}} | {{alert|The original Manual combined several filtration practices, including sand filters and swales, into a single chapter. We eventually will break some of these practices out into separate chapters. For now, they continue to be combined into single pages shown below. NOTE that we have included links to images for sand filters and swales in the outline below.|alert-info}} | ||
− | Filtering practices include [[Glossary#M|media filters]] (surface, underground, perimeter), [[Glossary#V|vegetative filters]] (filter strips, grass channels), and combination media/vegetative filters (dry swales). Media and media/vegetative filters operate similarly and provide comparable water quality capabilities as bioretention. Vegetative filters are generally more suitable as [[Glossary#P| | + | Filtering practices include [[Glossary#M|media filters]] (surface, underground, perimeter), [[Glossary#V|vegetative filters]] (filter strips, grass channels), and combination media/vegetative filters (dry swales). Media and media/vegetative filters operate similarly and provide comparable water quality capabilities as bioretention. Vegetative filters are generally more suitable as [[Glossary#P|pretreatment]] practices, but in some situations can be used on a stand alone basis. |
<p>Filtering practices have widespread applicability and are suitable for all land uses, as long as the contributing drainage areas are limited (e.g., typically less than 5 acres). Media filters are not as aesthetically appealing as [[Glossary#B|bioretention]], which makes them more appropriate for commercial or light industrial land uses or in locations that will not receive significant public exposure. Media filters are particularly well suited for sites with high percentages of [[Glossary#I|impervious]] cover (e.g., greater than 50%). Media filters can be designed with an [[Glossary#U|underdrain]], which makes them a good option for treating potential stormwater [[glossary#H|hotspots]] (PSHs). They can also be installed underground to prevent the consumption of valuable land space (often an important retrofit or redevelopment consideration). [[Glossary#V|Vegetative filters]] can be incorporated into landscaped areas, providing dual functionality.</p> | <p>Filtering practices have widespread applicability and are suitable for all land uses, as long as the contributing drainage areas are limited (e.g., typically less than 5 acres). Media filters are not as aesthetically appealing as [[Glossary#B|bioretention]], which makes them more appropriate for commercial or light industrial land uses or in locations that will not receive significant public exposure. Media filters are particularly well suited for sites with high percentages of [[Glossary#I|impervious]] cover (e.g., greater than 50%). Media filters can be designed with an [[Glossary#U|underdrain]], which makes them a good option for treating potential stormwater [[glossary#H|hotspots]] (PSHs). They can also be installed underground to prevent the consumption of valuable land space (often an important retrofit or redevelopment consideration). [[Glossary#V|Vegetative filters]] can be incorporated into landscaped areas, providing dual functionality.</p> | ||
− | + | *[[Overview for filtration]] | |
− | + | *[[Types of filtration]] | |
− | + | *[[Design criteria for filtration]] | |
− | + | *[[Construction specifications for filtration]] | |
− | + | <!--<div>[[Construction observations for filtration]]</div>--> | |
− | + | *[[Assessing the performance of sand (media) filters]] | |
− | <!--<div>[[Construction observations for filtration]]</div> | + | *[[Assessing the performance of swales]] |
− | + | *[[Operation and maintenance of filtration]] | |
− | + | *[[Calculating credits for sand filter]] | |
− | + | *[[Calculating credits for dry swale (grass swale)]] | |
− | + | *[[Cost-benefit considerations for filtration]] | |
<!--<div>[[Additional considerations for filtration]]</div>--> | <!--<div>[[Additional considerations for filtration]]</div>--> | ||
<!--<div>[[Links for filtration]]</div>--> | <!--<div>[[Links for filtration]]</div>--> | ||
<!--<div>[[External resources for filtration]]--> | <!--<div>[[External resources for filtration]]--> | ||
− | + | *[[Supporting material for swales]] | |
+ | *[[References for filtration]] | ||
<!--<div>[[Supporting material for filtration]]</div>--> | <!--<div>[[Supporting material for filtration]]</div>--> | ||
+ | *[https://stormwater.pca.state.mn.us/index.php?title=Category:Level_3_-_General_information,_reference,_tables,_images,_and_archives/Images/Sand_filter,_iron_enhanced_sand_filter,_media_filter_photos Sand filter photos] | ||
+ | *[https://stormwater.pca.state.mn.us/index.php?title=Sand_filter Sand filter schematics] | ||
+ | *[https://stormwater.pca.state.mn.us/index.php?title=Category:Level_3_-_General_information,_reference,_tables,_images,_and_archives/Tables/Sand_filter,_iron_enhanced_sand_filter,_media_filter Sand filter tables] | ||
Minimal Impact Design Standards pages | Minimal Impact Design Standards pages | ||
− | {{alert|If you are using a swale for stormwater infiltration in the MIDS calculator, and the project requires a construction stormwater general permit, you must comply with all construction related requirements found in the permit | + | {{alert|If you are using a swale for stormwater infiltration in the MIDS calculator, and the project requires a [[2018 Minnesota Construction Stormwater Permit|construction stormwater general permit]], you must comply with all construction related requirements found in the permit.|alert-danger}} |
*<div>Swale Main Channel: [[Requirements, recommendations and information for using swale without an underdrain as a BMP in the MIDS calculator]]</div> | *<div>Swale Main Channel: [[Requirements, recommendations and information for using swale without an underdrain as a BMP in the MIDS calculator]]</div> | ||
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<font size=3>[[Fact sheet for filtration|'''Fact sheet for filtration''']]</font size> | <font size=3>[[Fact sheet for filtration|'''Fact sheet for filtration''']]</font size> | ||
− | <noinclude>[[Category: | + | <noinclude> |
+ | [[Category:Level 3 - Best management practices/Structural practices/Bioretention]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Dry swale]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Green roof]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Iron enhanced sand filter]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Permeable pavement]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Sand filter, iron enhanced sand filter, media filter]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Step pool]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Tree trench and box]] | ||
+ | [[Category:Level 3 - Best management practices/Structural practices/Wet swale]] | ||
+ | </noinclude> |
Filtering practices include media filters (surface, underground, perimeter), vegetative filters (filter strips, grass channels), and combination media/vegetative filters (dry swales). Media and media/vegetative filters operate similarly and provide comparable water quality capabilities as bioretention. Vegetative filters are generally more suitable as pretreatment practices, but in some situations can be used on a stand alone basis.
Filtering practices have widespread applicability and are suitable for all land uses, as long as the contributing drainage areas are limited (e.g., typically less than 5 acres). Media filters are not as aesthetically appealing as bioretention, which makes them more appropriate for commercial or light industrial land uses or in locations that will not receive significant public exposure. Media filters are particularly well suited for sites with high percentages of impervious cover (e.g., greater than 50%). Media filters can be designed with an underdrain, which makes them a good option for treating potential stormwater hotspots (PSHs). They can also be installed underground to prevent the consumption of valuable land space (often an important retrofit or redevelopment consideration). Vegetative filters can be incorporated into landscaped areas, providing dual functionality.
Minimal Impact Design Standards pages
This page was last edited on 2 October 2024, at 21:23.