• .... See [https://www.dot.state.mn.us/manuals/ MNDOT Manual Section 3248] for design guidance on PVC pipes. It is recommended to install one well per 50 feet of ....pdf at this link]. This detail includes construction sequencing and other design information.
    3 KB (400 words) - 19:16, 27 December 2022
  • ...rage volume. Recharge credits provide real incentives to apply better site design techniques at development sites that can reduce the size and cost of stormw ...structural BMP (e.g., infiltration, bioretention, and filter), better site design techniques, or a combination of both.
    4 KB (649 words) - 19:16, 6 December 2022
  • *[[Design criteria for Infiltration basin]]
    1 KB (113 words) - 21:47, 31 January 2023
  • ...th the MIDS calculator will be incorrect if BMPs do not meet the following criteria|alert-warning}} ...rly designed, constructed and maintained. Guidance and recommendations for design, construction and maintenance are contained within the individual BMP secti
    5 KB (824 words) - 14:16, 2 April 2024
  • *[[Design criteria for Infiltration trench]]
    1 KB (117 words) - 21:47, 31 January 2023
  • <!--{{:Design infiltration rates}}--> *[[Design criteria for Infiltration basin]]
    2 KB (196 words) - 20:53, 12 December 2022
  • ...elated planned development. Communities may wish to develop special sizing criteria for smaller redevelopment so that the cost to comply with stormwater requir ...lity in how redevelopment projects can comply with basic stormwater sizing criteria. This is done by proposing stormwater management guidance that a redevelopm
    3 KB (432 words) - 19:18, 6 December 2022
  • ...erent components of a green roof. Thicknesses of some layers vary with the design (e.g. extensive vs. intensive roofs).</font size>]] ..., how much weight the roof can hold, is a major factor in determining roof design and construction. Green roofs are therefore typically defined as being eith
    3 KB (401 words) - 22:44, 23 November 2022
  • ...on, 1996. [https://owl.cwp.org/mdocs-posts/design-of-sw-filtering-systems/ Design of Stormwater Filtering Systems]. *Haan, C.T., B.J. Barfield and J.C. Hayes, 1994. ''Design Hydrology and Sedimentology for Small Catchments''.
    3 KB (345 words) - 02:46, 25 February 2023
  • ...r quantity control process. Bioretention employs a simple, site-integrated design that provides opportunity for runoff infiltration, filtration, storage, and ...Bioretention, when designed with an under-drain and liner, is also a good design option for treating [[Potential stormwater hotspots|stormwater hotspots]] (
    2 KB (271 words) - 20:00, 1 December 2022
  • ...lution.files.wordpress.com/2011/12/ulm-elc_coldclimates.pdf Stormwater BMP Design Supplement for Cold Climates]. Center for Watershed Protection. Ellicott Ci ...ca.state.mn.us/index.php?title=Minnesota_plant_lists Plants for Stormwater Design]. Minnesota Pollution Control Agency. St. Paul, MN.
    3 KB (333 words) - 02:46, 25 February 2023
  • *[[File:Design guidelines final. docx.docx]] *[[Design criteria for stormwater and rainwater harvest and use/reuse]]
    2 KB (264 words) - 18:57, 18 July 2022
  • ...5_VEGETATED%20ROOF_Final%20Draft_v2-3_03012011.pdf Virginia DCR Stormwater Design Specification No. 5] *[https://www.wbdg.org/resources/extensive-vegetative-roofs Whole Building Design Guide - extensive roofs]
    3 KB (398 words) - 21:40, 7 February 2023
  • <!--{{:Design infiltration rates}}--> *[[Design criteria for Infiltration trench]]
    2 KB (208 words) - 20:52, 12 December 2022
  • *Design criteria for sand (media) filters **See [[Design criteria for filtration]]
    3 KB (455 words) - 13:45, 29 December 2022
  • ...bioretention terminology|terminology]], [[Design criteria for bioretention|design]], [[Construction specifications for bioretention|construction]], [[operati ==Kestrel Design Group and contract team==
    3 KB (372 words) - 11:27, 15 July 2022
  • *[[Design criteria for permeable pavement]]
    2 KB (202 words) - 16:42, 12 January 2023
  • ...mwater practice. No single, stand alone device has been found to meet this criteria.--> ==Design criteria==
    5 KB (749 words) - 22:52, 3 December 2022
  • ...?title=Stormwater_ponds '''wet pond''']</span> or storm sewer system. This design provides some runoff flow attenuation, filtering, but no volume reduction. ...ach system are illustrated in the [[Design criteria for permeable pavement|design section]] for permeable pavement.
    6 KB (854 words) - 20:52, 15 August 2022
  • <!--{{:Design infiltration rates}}--> *[[Design criteria for infiltration]]
    2 KB (287 words) - 20:53, 12 December 2022

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