• *Design Features: 64 ln-ft step-pool swale, two-stage formal weir ===Design Consideration Summary===
    19 KB (2,750 words) - 20:15, 12 December 2022
  • .... Bioretention, when designed with an underdrain and liner, is also a good design option for treating Potential stormwater hotspots. Bioretention is extremel *Runoff <span title="Stormwater runoff in excess of the design flow, which is diverted around a stormwater structure"> '''bypasses'''</spa
    31 KB (4,328 words) - 22:25, 31 January 2023
  • *[[Design criteria for bioretention]]
    7 KB (937 words) - 15:22, 27 December 2022
  • ...s are used in the text to distinguish various levels of stormwater wetland design guidance: {{alert|'''Required''':Indicates design standards stipulated by the MPCA Permit (or other consistently applicable r
    34 KB (5,308 words) - 18:50, 29 December 2022
  • * MacRae, C. 1993. ''An alternate design approach for the control of instream erosion potential in urbanizing waters * Schueler, T. 1992. ''Design of Stormwater Wetland Systems''. Metropolitan Washington Council of Governm
    11 KB (1,344 words) - 02:47, 25 February 2023
  • ...structed impoundment that captures, temporarily stores and infiltrates the design volume of water (<span title="The volume of water that is treated by a BMP. *[[Design criteria for infiltration]]
    43 KB (6,049 words) - 17:06, 1 February 2023
  • ...on component, storm sewer pipes and roof drains may already be part of the design, thus reducing cost. The storage component is typically the largest cost i ...-article-series/cistern-designs-large-rainwater-harvesting-systems Cistern Design Considerations for Large Rainwater Harvesting Systems] Professional Develop
    11 KB (1,495 words) - 20:51, 12 December 2022
  • ...intained, swales can operate effectively for 20-50 years, depending on the design type. Vegetated dry swales may perform properly for up to 50 years ([http:/ ==Design phase O&M considerations==
    25 KB (3,646 words) - 17:19, 28 January 2023
  • ...=Design_criteria_for_stormwater_and_rainwater_harvest_and_use/reuse system design]. ...properly maintained cistern will last 20-50 years, depending on the size, design, and climate ([https://www.portlandoregon.gov/bes/article/127468 City of Po
    26 KB (3,670 words) - 17:11, 28 January 2023
  • ..., C, or D) for the user. Once a soil type is selected, the corresponding [[Design infiltration rates|infiltration rate]] will populate in the ''Infiltration *The permeable pavement is properly [[Design criteria for permeable pavement|designed]].
    20 KB (3,173 words) - 18:54, 23 November 2022
  • ...ter/factsheet/com/ioc.html drinking water standards]. Recommendations for design adjustments are included in the following section. ...provides designers with important information on proper selection, siting, design, and maintenance of nonstructural (e.g., source control or pollution preven
    20 KB (2,956 words) - 20:49, 2 February 2023
  • ...The main goals of this article are therefore to provide a detailed list of design considerations and examples of issues to consider when designing a green ro ...this page, we recommend the following references, which address green roof design.
    39 KB (5,786 words) - 21:37, 7 February 2023
  • ...''}Screen shot showing results of a search on '''permeable pavement design criteria'''. The search first provides links to specific webpages (articles) related ...The first link takes you directly to a webpage (article) addressing design criteria for permeable pavement. The remaining links take you to places within the w
    17 KB (2,797 words) - 15:41, 29 August 2023
  • ...eration and maintenance (O&M) of permeable pavement. To see information on design phase, construction phase, and post-construction phase O&M, including inspe ...thority should use this MIDS guideline to establish measurable performance criteria for enforcing maintenance procedures. The mechanism should, if possible, gr
    13 KB (1,791 words) - 14:02, 30 December 2022
  • ...n on operation and maintenance (O&M) of green roofs. To see information on design phase, construction phase, and post-construction phase O&M, including inspe ...et Center Arena Green Roof, Minneapolis, MN. Image Courtesy of The Kestrel Design Group, Inc.</font size>]]
    12 KB (1,839 words) - 23:38, 3 December 2022
  • *[[Design criteria for permeable pavement]]
    6 KB (785 words) - 20:18, 28 December 2022
  • The following terminology is used throughout this design section: {{Alert|''REQUIRED'' - Indicates design standards stipulated by the [http://stormwater.pca.state.mn.us/index.php/Co
    42 KB (6,383 words) - 18:54, 29 December 2022
  • ...ttp://stormwater.pca.state.mn.us/index.php/Category:Design_criteria design criteria and recommendations] from the Minnesota Stormwater Manual will be followed. ...ting Ultra-Urban Green Roof Design.PNG|<font size=3>Ultra-Urban Green Roof Design</font size>]]
    31 KB (4,488 words) - 13:33, 12 February 2023
  • ...ial community. These constraints must be considered with BMP selection and design. Some specific site constraints for this scenario include the following. ...local, state, and federal regulatory requirements must be met. The design criteria and recommendations from the Minnesota Stormwater Manual will be followed.
    44 KB (6,330 words) - 13:35, 12 February 2023
  • ...ng better site design priciples|<font size=3>Schematic showing better site design principles</font size>]] The six [[Better site design|better site design]] approaches that could be eligible for water quality volume reduction [[Ov
    44 KB (6,627 words) - 14:13, 6 February 2023

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