Page title matches

  • ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    2 KB (351 words) - 22:43, 3 December 2022
  • ...a descriptions of different types of infiltration practices to which these design guidelines apply, [https://stormwater.pca.state.mn.us/index.php?title=BMPs_ ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, infiltration practices may provide additional benefits, i
    62 KB (9,180 words) - 18:45, 29 December 2022
  • ==Design phase maintenance considerations== {{alert|Maintenance considerations are an important component of design|alert-warning}}
    64 KB (9,626 words) - 17:17, 29 December 2022
  • <font size="3">'''Summary of wetland design criteria'''</font size><br> Link to this [[Stormwater wetland design criteria|table]]
    2 KB (277 words) - 13:35, 3 August 2022
  • #REDIRECT [[Design criteria for filtration]] ===Design Criteria===
    27 KB (4,233 words) - 22:45, 17 November 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
  • <font size=3>'''Pond design sizing criteria'''</font size><br> Link to this [[Pond design sizing criteria|table]]
    1 KB (176 words) - 13:35, 3 August 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
  • #REDIRECT [[Design criteria for infiltration]] The following terminology is used throughout this Design Section:
    33 KB (4,796 words) - 18:43, 29 December 2022
  • This section describes information on design of stormwater ponds. The following terminology is used throughout this "Design Section":
    50 KB (7,726 words) - 18:02, 29 December 2022
  • #REDIRECT [[Design criteria for infiltration]] The following terminology is used throughout this Design Section:
    40 KB (5,955 words) - 18:11, 29 December 2022
  • ...e/subbases thickness for supporting traffic is determined using structural design methods. The thicker of the two resulting designs is employed. ==Design phase maintenance considerations==
    44 KB (6,544 words) - 17:30, 29 December 2022
  • ...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
  • General design criteria for iron-enhanced filtration systems includes ==Design phase maintenance considerations==
    12 KB (1,856 words) - 19:00, 28 December 2022
  • ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner ==Design phase maintenance considerations==
    25 KB (3,758 words) - 17:15, 29 December 2022
  • This page provides a discussion of design elements and design steps for high-gradient stormwater step-pool swale (step pools). The follow ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner
    65 KB (10,011 words) - 17:11, 29 December 2022
  • ...ded application, and water quality recommendations and/or regulations. The design process for each project must be flexible and rigorous enough to address th ...implementation. In practice the distinction between phases is not strict. Design is an iterative process which should include several rounds of review begin
    113 KB (16,329 words) - 17:02, 29 December 2022
  • <font size=3>'''MIDS Calculator stormwater pond design level criteria related to pond volume'''</font size><br> Link to this [[MIDS Calculator stormwater pond design level criteria related to pond volume|table]]
    2 KB (279 words) - 14:35, 6 August 2022
  • This page provides a discussion of design elements and design steps for dry swales, which are often called grass swales. The following di ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner
    43 KB (6,506 words) - 16:08, 29 December 2022

Page text matches

  • {{:Unified sizing criteria}} {{:Water quality criteria}}
    535 bytes (59 words) - 19:14, 6 December 2022
  • ...the local community. The unified approach addresses five different sizing criteria, as shown below. ...his section on Unified sizing criteria may be viewed as a [[Unified sizing criteria combined|single article]].'''
    1 KB (147 words) - 19:14, 6 December 2022
  • <font size=3>'''MIDS Calculator stormwater pond design level criteria related to pond volume'''</font size><br> Link to this [[MIDS Calculator stormwater pond design level criteria related to pond volume|table]]
    2 KB (279 words) - 14:35, 6 August 2022
  • <font size=3>'''Pond design sizing criteria'''</font size><br> Link to this [[Pond design sizing criteria|table]]
    1 KB (176 words) - 13:35, 3 August 2022
  • <font size="3">'''Summary of wetland design criteria'''</font size><br> Link to this [[Stormwater wetland design criteria|table]]
    2 KB (277 words) - 13:35, 3 August 2022
  • ==Overbank flood protection criteria (V<sub>p10</sub>)== ...-development peak discharge rates from the 10-year and/or 25-year, 24-hour design storm event be controlled to pre-development rates.
    2 KB (291 words) - 19:17, 6 December 2022
  • <td>per local criteria</td> <td>Size per requirements based on 10-year design flow</td>
    2 KB (263 words) - 16:47, 4 August 2022
  • Better site design Design criteria
    768 bytes (90 words) - 22:31, 27 January 2023
  • <td>Per local criteria</td> <td>Size per requirements based on 10-year design flow</td>
    2 KB (292 words) - 17:18, 4 August 2022
  • ...TING GREEN ROOF FACT SHEET.docx]] - technical document provided by Kestrel Design Group to MPCA (may be modified from original version by MPCA) *[[File:green roof benefits.docx]] - technical document provided by Kestrel Design Group to MPCA (may be modified from original version by MPCA)
    3 KB (397 words) - 23:13, 23 November 2022
  • ...underdrain. Recharge criteria, if applicable, can be met by modifying the design to include an infiltration gallery below the underdrain, so long as it is a ...odified to incorporate an infiltration gallery that can help meet recharge criteria, if properly sized.</td>
    1 KB (223 words) - 20:04, 4 August 2022
  • <td>Evaluation of MPCA stormwater pond design criteria</td> <td>Evaluation of pond sizing criteria against MPCA stormwater pond design standards to produce a relative evaluation of pond performance</td>
    2 KB (245 words) - 12:09, 7 August 2022
  • <font size=3>'''Summary of stormwater design recommendations to enhance phosphorus removal.</font size>'''<br> Link to this [[Stormwater Design Recommendations to Enhance Phosphorus Removal|table]]
    3 KB (434 words) - 11:58, 7 August 2022
  • <font size=3>'''Overview of unified stormwater sizing criteria'''</font size><br> Link to this [[Overview of unified stormwater sizing criteria|table]]
    3 KB (496 words) - 12:13, 7 August 2022
  • ...ention task 2 - definitions.docx]]: technical document provided by Kestrel Design Group to MPCA (may be modified from original version by MPCA) ...k 4 soil infiltration rates.docx]]: technical document provided by Kestrel Design Group to MPCA (may be modified from original version by MPCA)
    3 KB (340 words) - 22:57, 23 November 2022
  • ...only if high flows are not <span title="Stormwater runoff in excess of the design flow, which is diverted around a stormwater structure"> '''bypassed'''</spa ...flow path to overall length is 0.3 for Level 1 Design and 0.8 for Level 2 Design
    2 KB (270 words) - 22:45, 3 December 2022
  • ...le as a result of recharge at the surface, can be a limiting factor in the design and performance of infiltration practices. A groundwater mounding analysis ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    1 KB (179 words) - 22:45, 3 December 2022
  • <th>BMP Design Variation</th> <td>If appropriate [[Design criteria for bioretention#Materials specifications - filter media|filter media]] is
    1 KB (214 words) - 22:16, 6 August 2022
  • ...ormwatermanagementprogram/pages/stormwater_design.aspx Maryland Stormwater Design Manual] ...energy-mineral-and-land-resources/stormwater/stormwater-program/stormwater-design North Carolina Department of Environment and Natural Resources - Stormwater
    2 KB (230 words) - 21:52, 31 January 2023
  • ...x]] - document produced by Barr Engineering as part of the Minimal Impacts Design Standards project *[[Design criteria for iron enhanced sand filter]]
    1 KB (147 words) - 23:14, 23 November 2022
  • *[[Design criteria for stormwater ponds]] *[[Design considerations for constructed stormwater ponds used for harvest and irriga
    1 KB (154 words) - 14:42, 11 December 2022
  • <span title="Stormwater wetlands are similar in design to stormwater ponds and mainly differ by their variety of water depths and ...design criteria for shallow wetland, ED shallow wetland, and pond/wetland design are presented below:
    4 KB (509 words) - 01:09, 8 February 2023
  • ...ass the system through a stabilized discharge point. The Permittee(s) must design the infiltration system to provide a means to visually verify that the syst ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    1 KB (188 words) - 22:45, 3 December 2022
  • <td>Is soil P content tested to be < 30 mg/kg per Mehlich III (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int <td>Is soil P content tested to be < 30 mg/kg per Mehlich III (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int
    4 KB (607 words) - 18:39, 13 December 2022
  • ...ed details for filtration systems can be accessed at this [[Computer-aided design and drafting (CAD/CADD) drawings|link]]. The drawings provide details and s *[[Design criteria for filtration]]
    1 KB (126 words) - 14:45, 11 December 2022
  • ...details for pond and wetland systems are contained in the [[Computer-aided design and drafting (CAD/CADD) drawings]] section. The following details, with spe *[[Design criteria for stormwater wetlands]]
    1 KB (131 words) - 14:42, 11 December 2022
  • *Adjustable flow splitter (see [https://dot.ca.gov/-/media/dot-media/programs/design/documents/dg-flow-splitter_final_20210114-ada-pac3-a11y.pdf], [https://www. *Design criteria for sand (media) filters
    3 KB (386 words) - 13:46, 29 December 2022
  • <td>Per local criteria</td> <td>Size per requirements based on 10-year design flow</td>
    3 KB (430 words) - 16:48, 4 August 2022
  • ...the basin per [[Design criteria for infiltration|Infiltration Basin Design Criteria]].</td> ...on rate of soils, and required drawdown time per Infiltration Basin Design Criteria. Maximum of 3 feet allowed.</td>
    6 KB (951 words) - 21:54, 22 December 2022
  • <td>Per local criteria</td> <td>Size per requirements based on 10-year design flow</td>
    3 KB (432 words) - 16:49, 4 August 2022
  • .... 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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