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
  • 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
  • ...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
  • 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
  • ==Extreme flood control criteria (V<sub>p100</sub>)== The goal of extreme flood criteria is to maintain the boundaries of the pre-development 100-year floodplain, r
    7 KB (1,029 words) - 19:17, 6 December 2022
  • ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    997 bytes (153 words) - 22:45, 3 December 2022
  • ...ns_-_filter_media Bioretention filter media]. This section on the [[Design criteria for bioretention]] page provides a discussion on phosphorus management with
    1 KB (186 words) - 18:32, 8 December 2022
  • ...=18984 Construction General Permit]. The current MPCA water quality volume criteria is referred to as the “hybrid rule” because it encompasses different ru '''[[Unified sizing criteria#Computing water quality volume|Rule 1]]'''
    8 KB (1,248 words) - 19:16, 6 December 2022
  • **[[Design criteria for stormwater wetlands]]
    1 KB (168 words) - 14:23, 26 July 2022
  • ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner ...nd have limited treatment capability. Incorporation of check dams into the design allows treatment of a portion or all of the [https://stormwater.pca.state.m
    3 KB (451 words) - 22:16, 23 November 2022
  • ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    1 KB (199 words) - 22:44, 3 December 2022
  • ...e media phosphorus content 30 mg/kg or less per the Mehlich 3 (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int ...e media phosphorus content 30 mg/kg or less per the Mehlich 3 (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int
    5 KB (668 words) - 13:17, 3 August 2022
  • Stormwater wetlands are similar in design to [[stormwater ponds]] and mainly differ by their variety of water depths *[[Design criteria for stormwater wetlands]]
    2 KB (316 words) - 01:09, 8 February 2023
  • *[[Design criteria for wet swale (wetland channel)]]
    1 KB (180 words) - 22:21, 23 November 2022
  • <th>Planning and design step</th> ...hieve stormwater management objectives in conjunction with other community design objectives.</td>
    5 KB (691 words) - 22:45, 8 December 2022
  • ...nveyance system further downstream. Check dams incorporated into the swale design allow water to pool up and infiltrate into the underlying soil or engineere *[[Design criteria for dry swale (grass swale)]]
    3 KB (435 words) - 16:08, 9 February 2023
  • ...sizing criteria|<font size=3>Schematic illustrating five different sizing criteria,</font size>]] ...the local community. The unified approach addresses five different sizing criteria, as shown below.
    10 KB (1,552 words) - 19:14, 6 December 2022
  • ...he P content must be less than 30 mg/kg (ppm) per Mehlich III (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int ...rain the P content must be less than 30 mg/kg per Mehlich III (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int
    5 KB (841 words) - 21:13, 22 December 2022
  • ...discussion focuses on wet extended detention ponds; however, all four main design variants are presented here for the sake of completeness. ==Flow-through pond (no extended detention) design==
    5 KB (710 words) - 21:02, 15 August 2022
  • ==Design criteria== ...fing Systems, available at http://www.spri.org, gives guidelines on how to design to minimize wind damage in green roofs, including, for example, how to eval
    6 KB (867 words) - 22:40, 3 December 2022
  • ==Design criteria== ...underground, along the perimeter or an area, or in what is called a pocket design.
    4 KB (655 words) - 22:39, 3 December 2022
  • *Permittees must design basins using an impermeable liner if located within active karst terrain. ...and 2, clay liners are generally not recommended. Links to information on design and installation is recommended. For additional information see [[Liners fo
    10 KB (1,408 words) - 01:18, 7 December 2022
  • ...mporarily store stormwater before allowing it to infiltrate into the soil. Design variants include; the infiltration basin, the infiltration trench, the dry *[[Design criteria for Infiltration basin]]
    3 KB (333 words) - 16:26, 12 January 2023
  • ==Design criteria== #Will the manufacturer provide design computations and CADD details?
    5 KB (743 words) - 13:48, 8 December 2022
  • ...mporarily store stormwater before allowing it to infiltrate into the soil. Design variants include; the infiltration basin, the infiltration trench, the dry *[[Design criteria for Infiltration trench]]
    2 KB (324 words) - 16:25, 12 January 2023
  • ==Design criteria== *Design flow or volume, site constraints on size, desired location of treatment uni
    6 KB (956 words) - 23:45, 6 December 2022
  • *[[Design criteria for permeable pavement]]
    2 KB (261 words) - 17:12, 8 December 2022
  • ==Summary of design criteria== *A large enough [[Design guidelines for soil characteristics - tree trenches and tree boxes#Product
    8 KB (1,178 words) - 16:27, 12 January 2023
  • *[[Design criteria for filtration]]
    1 KB (193 words) - 20:54, 12 December 2022
  • [[File:mids logo.jpg|300px|right|alt=image of Minimal Impact Design Standards logo]] ...apolis, Minnesota. Image by Bergerson Photography, Courtesy of The Kestrel Design Group, Inc., INSPEC, and Leo A Daly.</font size>]]
    3 KB (456 words) - 22:41, 3 December 2022
  • ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    1 KB (197 words) - 22:45, 3 December 2022
  • ==Design phase maintenance considerations== ...icit in the design guidance in the previous sections is the fact that many design elements of filtering systems can minimize the maintenance burden and maint
    7 KB (899 words) - 13:51, 29 December 2022
  • <th>Design application</th> <td>per local criteria</td>
    2 KB (394 words) - 16:49, 4 August 2022
  • [[File:mids logo.jpg|300px|left|alt=image of Minimal Impact Design Standards logo]] *[[Design criteria for stormwater and rainwater harvest and use/reuse]]
    4 KB (569 words) - 21:29, 9 December 2022
  • *[[Design criteria for dry swale (grass swale)]]
    2 KB (266 words) - 02:41, 15 December 2022
  • ...yfish, links to supporting information, and links to information on system design, inspection, operation, and maintenance. ...=Contech_Jellyfish_Filter#Configurations appropriate configurations in the Design Manual] and [https://stormwater.pca.state.mn.us/index.php?title=Contech_Jel
    10 KB (1,374 words) - 18:15, 15 February 2023
  • ...l.cwp.org/mdocs-posts/caracod-_sw_bmp_design_cold_climates/ Stormwater BMP Design Supplement for Cold Climates]. Center for Watershed Protection, Ellicott Ci *[[Design criteria for stormwater ponds]]
    4 KB (470 words) - 02:46, 25 February 2023
  • [[File:mids logo.jpg|300px|right|alt=image of Minimal Impact Design Standards logo]] ...//www.pca.state.mn.us/water/plants-stormwater-design Plants for stormwater design] by Shaw and Schmidt (2003).
    5 KB (610 words) - 21:04, 22 December 2022
  • *[[Design criteria for filtration]]
    2 KB (208 words) - 02:11, 29 December 2022
  • [[File:mids logo.jpg|300px|right|alt=image of Minimal Impact Design Standards logo]] *[[Design criteria for iron enhanced sand filter]]
    3 KB (498 words) - 19:02, 28 December 2022
  • ...te using appropriate methods described below. The other method uses the [[Design infiltration rates|typical infiltration rate]] of the most restrictive unde ...mended number of soil boring, pits, and permeameter tests for bioretention design}}
    6 KB (901 words) - 22:43, 3 December 2022
  • ...ridge, links to supporting information, and links to information on system design, inspection, operation, and maintenance. ...ater.org/pdf/bayfilter-design-manual.pdf appropriate configurations in the Design Manual] and [https://stormwater.pca.state.mn.us/index.php?title=BaySaver_Ba
    9 KB (1,234 words) - 14:17, 1 January 2024
  • ...porated into local regulations and ordinances. Significant advances in BMP design, construction, maintenance, and performance require using recent informatio ...gallery below illustrates this process for the manual page called [[Design criteria for bioretention]].
    7 KB (1,133 words) - 23:41, 6 December 2022
  • *Design criteria for sand (media) filters **See [[Design criteria for filtration]]
    7 KB (990 words) - 13:47, 29 December 2022
  • <td>Design the IESF with the appropriate size and dimensions for the contributing area <td>Design IESF with the appropriate amount of iron</td>
    3 KB (540 words) - 15:20, 27 December 2022
  • ===Design considerations for ponds used for harvest and use===</noinclude> ...ign.png|300px|thumb|alt=schematic of pond design|<font size=3>Example pond design for a harvest and use/reuse system.</font size>]]
    8 KB (1,138 words) - 17:04, 29 December 2022
  • ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner ...clude rock, earth, wood, and concrete. "> '''check dams'''</span> into the design allows treatment of a portion or all of the <span title="The volume of wate
    14 KB (2,128 words) - 19:42, 27 December 2022
  • *[[Design criteria for bioretention]]
    2 KB (262 words) - 20:54, 12 December 2022
  • ...nd infiltrate the volume of stormwater runoff associated with a particular design event.''</p> ===Design Criteria:===
    6 KB (807 words) - 22:31, 3 December 2022
  • ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner ...feature surface/subsurface runoff storage seams and an energy dissipation design that is aimed at attenuating the flow to a desired level through energy and
    4 KB (601 words) - 15:31, 6 December 2022
  • ...ltrate. See [[Computer-aided design and drafting (CAD/CADD) drawings]] for design drawing. Because of the widespread use of this practice, we have separate pages on design, operation and maintenance, and crediting.
    9 KB (1,374 words) - 18:59, 31 January 2023
  • These four practices are grouped together because design, construction, operation, and maintenance guidelines and specifications are *[[Design criteria for infiltration]]
    4 KB (469 words) - 17:08, 1 February 2023
  • *[[Design criteria for stormwater ponds]] *[[Design considerations for constructed stormwater ponds used for harvest and irriga
    3 KB (397 words) - 20:51, 12 December 2022
  • ...d evenly throughout a portion of the filtration media. Surface sand filter design and operating parameters also applicable to iron-enhanced sand filter basin *use of perforated pipes (or other appropriate drain pipe design) in a gravel bed to drain the filter.
    7 KB (1,032 words) - 22:42, 23 November 2022
  • [[File:mids logo.jpg|300px|right|alt=image of Minimal Impact Design Standards logo]] While design details vary, all permeable pavements have a similar structure, consisting
    4 KB (552 words) - 21:06, 22 December 2022
  • ...l associations offer in-person and online continuing education programs on design, construction and maintenance of permeable pavements. Many of these program ...so offers Permeable Design Pro software for PICP structural and hydrologic design.
    7 KB (865 words) - 13:40, 6 January 2023
  • ==Design phase maintenance considerations== Implicit in the design guidance in the previous section is the fact that many design elements of filtering systems can minimize the maintenance burden and maint
    6 KB (831 words) - 18:31, 13 December 2022
  • ....state.mn.us/index.php?title=Minnesota_plant_lists ''Plants for Stormwater Design - Species selection for the Upper Midwest''] is a good resource. ...aesthetic considerations should be taken into account in their siting and design.
    6 KB (863 words) - 19:20, 27 December 2022
  • ..._stormwater_program MPCA Construction General Permit](CGP), which includes design and performance standards for permanent stormwater management systems. Thes ...r treatment can be given. Due to the statewide prevalence of the MPCA CGP, design guidance in this section is presented with the assumption that the permit d
    12 KB (1,884 words) - 21:46, 7 February 2023
  • ...stormwater_program MPCA Construction General Permit (CGP)], which includes design and performance standards for permanent stormwater management systems. Thes ...reatment can be given. Due to the statewide prevalence of the MPCA permit, design guidance in this section is presented with the assumption that the permit d
    13 KB (1,897 words) - 13:47, 29 December 2022
  • ...raken, links to supporting information, and links to information on system design, inspection, operation, and maintenance. ...?title=Contech_The_Kraken#Configurations appropriate configurations in the Design Manual] and [https://stormwater.pca.state.mn.us/index.php?title=Contech_The
    10 KB (1,409 words) - 17:38, 15 February 2023
  • *Claytor, R.A., and T.R. Schueler. 1996. ''Design of Stormwater Filtering Systems''. The Center for Watershed Protection, Sil ...kouhian, H. Sharma and C. Minani. 1998. ''Optimization of Bioretention for Design for Water Quality and Hydrologic Characteristics''. n.p.
    6 KB (686 words) - 02:45, 25 February 2023
  • ...phase] to ensure that potential risks are properly managed through system design, operation and maintenance. According to [https://www.epa.gov/risk U.S. EPA ...stormwater harvest and use systems, and ways to manage those risks through design, operation and maintenance are summarized briefly below. For further guidan
    15 KB (2,078 words) - 14:35, 17 January 2023
  • ...dment that captures, temporarily stores and [[Glossary#I|infiltrates]] the design volume of water over several days. In the case of a constructed basin, the ...in that they are designed to capture, temporarily store and infiltrate the design volume of stormwater over several days. Underground infiltration systems ar
    4 KB (520 words) - 22:40, 23 November 2022
  • ...he infiltration rate chart in the Minnesota Stormwater Manual to determine design infiltration rates. When soil borings indicate type A soils, permittees sho ...al soil boring should be made. Soil borings must be undertaken during the design phase (i.e. prior to the commencement of construction) to determine how ext
    7 KB (982 words) - 19:18, 27 December 2022
  • ...tland, links to supporting information, and links to information on system design, inspection, operation, and maintenance. ...WS-Linear_Modular_Wetland#Configurations appropriate configurations in the Design Manual] and [https://stormwater.pca.state.mn.us/index.php?title=BioClean_MW
    9 KB (1,339 words) - 17:36, 16 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
  • ....state.mn.us/index.php/Design_criteria_for_bioretention#Landscaping Design criteria for bioretention] and [http://stormwater.pca.state.mn.us/index.php/Minnesot ...state.mn.us/environment/erosion/pdf/native-seed-mix-dm.pdf Native Seed Mix Design for Roadsides]: Minnesota Department of Transportation
    5 KB (680 words) - 20:36, 2 February 2023
  • *[[Design criteria for high-gradient stormwater step-pool swale]]
    3 KB (362 words) - 02:40, 15 December 2022
  • ...er. 1996. [https://owl.cwp.org/mdocs-posts/design-of-sw-filtering-systems/ Design of stormwater filtering systems]. Prepared by The Center for Watershed Prot *[[Design criteria for iron enhanced sand filter]]
    4 KB (479 words) - 02:48, 25 February 2023
  • .... Bioretention, when designed with an underdrain and liner, is also a good design option for treating Potential stormwater hotspots. Bioretention is extremel ...more common tool in the stormwater management toolbox and as the number of design variants increases, so does the number of names for each of these variants.
    17 KB (2,555 words) - 18:50, 15 August 2022
  • .... Bioretention, when designed with an underdrain and liner, is also a good design option for treating Potential stormwater hotspots. Bioretention is extremel ...stormwater_program MPCA Construction General Permit (CGP)], which includes design and performance standards for permanent stormwater management systems. Thes
    17 KB (2,515 words) - 20:06, 22 November 2022
  • <td>per local criteria</td> <td>size per equirements based on 10- year design flow</td>
    2 KB (364 words) - 16:48, 4 August 2022
  • ...ermining what level of treatment is necessary to achieve the water quality criteria of the end use. ...the Target Center in Minneapolis Minnesota. Image Courtesy of The Kestrel Design Group, Inc.</font size>]]
    13 KB (1,814 words) - 18:54, 18 July 2022
  • For the constructed wetland BMP, BMP watershed areas is the only required design parameter. ...g to the guidelines in the MN stormwater manual.” Design and construction criteria can be found at [http://stormwater.pca.state.mn.us/index.php/Stormwater_wet
    11 KB (1,614 words) - 01:14, 8 February 2023
  • ...needed for constructed pond in the MIDS calculator. The User must select a design level and answer yes or no to whether an amendment is used.</font size>]] ...ns. Annual pollutant reductions are applied in three levels based on pond design.
    17 KB (2,658 words) - 19:09, 23 November 2022
  • <span title="Stormwater wetlands are similar in design to stormwater ponds and mainly differ by their variety of water depths and ...stormwater_program MPCA Construction General Permit] (CGP), which includes design and performance standards for permanent stormwater management systems. Thes
    11 KB (1,665 words) - 19:32, 11 August 2022
  • ...er Network has developed [http://chesapeakestormwater.net/training-library/design-adaptations/stormwater-bmp-maintenance/ two videos] that illustrate inspect In addition to the design items previously mentioned, some key actions help ensure the long-term perf
    7 KB (887 words) - 21:58, 24 January 2023
  • *The [[Design criteria for green roofs|green roof is properly designed]] ...n specifications for green roofs|constructed]], consistent with the design criteria
    15 KB (2,424 words) - 14:49, 11 December 2022
  • ...gm.files.wordpress.com/2010/05/aashto1993.pdf (AASHTO)]. 1993. ''Guide for Design of Pavement Structures'', American Association of State Highway and Transpo ...2007. [http://secement.org/wp-content/uploads/2016/02/EB303.pdf Hydrologic Design of Pervious Concrete]. EB303. Portland Cement Association, Skokie, Illinois
    6 KB (734 words) - 02:44, 25 February 2023
  • ...ion and maintenance of GSI, and the logistics of incorporating GSI in park design (policy, finance, and stakeholder engagement) ...itects, design engineers, consultants, and those interested in sustainable design
    16 KB (1,998 words) - 21:10, 3 January 2023
  • ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    2 KB (351 words) - 22:43, 3 December 2022
  • ...bbons, links to supporting information, and links to information on system design, inspection, operation, and maintenance. #Design, assemble, install, operate, and maintain Up-Flo Filter w/Filter Ribbons sy
    8 KB (1,221 words) - 15:30, 16 February 2023
  • *[[Design criteria for green roofs]]
    3 KB (405 words) - 21:38, 7 February 2023
  • ==Design phase maintenance considerations== Implicit in the design guidance in the previous sections, many design elements of stormwater wetland systems can minimize the maintenance burden
    7 KB (963 words) - 02:57, 15 December 2022
  • {{Alert|''REQUIRED'' - Indicates design standards stipulated by the [http://www.pca.state.mn.us/index.php/water/wat <p>''HIGHLY RECOMMENDED'' - Indicates design guidance that is extremely beneficial or necessary for proper functioning o
    9 KB (1,171 words) - 21:56, 24 January 2023
  • **Upper 95% confidence limit concentrations for metals were below Florida criteria except for arsenic in catch basins; and iron, aluminum, and Beta-BHC in str ...e typically close to or more than an order of magnitude lower than Florida criteria
    18 KB (2,457 words) - 15:00, 17 January 2023
  • ...roposed facilities. This is the time to make sure that all aspects of the design, schedule, submittals and permits are understood and any ambiguities resolv ...ge structures can often be used as sediment control structures, as long as design capacity is restored at the end of the construction/stabilization phase.
    6 KB (892 words) - 20:24, 17 November 2022
  • *[[Design criteria for filtration]] Minimal Impact Design Standards pages
    6 KB (803 words) - 23:44, 6 December 2022
  • For the wet swale BMP, the only design parameter that must be input by the user is BMP Watershed Area. *The wet swale has been properly [[Design criteria for filtration|designed]], [[Construction specifications for filtration|con
    13 KB (2,199 words) - 22:24, 23 November 2022
  • ...rmwater/index.html MPCA Construction General Permit (CGP)], which includes design and performance standards for permanent stormwater management systems. Thes ...III.C.4 of the permit. Due to the statewide prevalence of the MPCA permit, design guidance in this section is presented with the assumption that the permit d
    11 KB (1,662 words) - 19:42, 11 August 2022
  • ...''wet ponds''']</span> and <span title="Stormwater wetlands are similar in design to stormwater ponds and mainly differ by their variety of water depths and *[[Design criteria for stormwater ponds]]
    7 KB (891 words) - 15:28, 27 December 2022
  • ...t) should be used. A soil phosphorus test using the Mehlich-3 (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int A soil phosphorus test using the Mehlich-3 (or [[Design criteria for bioretention#Notes about soil phosphorus testing: applicability and int
    19 KB (2,815 words) - 14:19, 17 January 2023
  • *Permittees must design infiltration systems such that pre-existing hydrologic conditions of wetlan *Permittees must design infiltration systems to provide a [https://stormwater.pca.state.mn.us/index
    12 KB (1,682 words) - 19:10, 8 December 2022
  • ...antity control process. Bioretention employs a simplistic, site-integrated design that provides opportunity for runoff <span title="Infiltration Best Managem ...us/index.php?title=Liners_for_stormwater_management liner], is also a good design option for treating potential <span title="Stormwater Hotspots (PSHs) are a
    19 KB (2,778 words) - 19:25, 27 December 2022
  • .... Bioretention, when designed with an underdrain and liner, is also a good design option for treating Potential stormwater hotspots. Bioretention is extremel ...detail in the permeable pavement [[Design criteria for permeable pavement|design section]].
    15 KB (2,185 words) - 19:28, 27 December 2022
  • ...ater_infiltration_Best_Management_Practices '''infiltration''']</span>, ([[Design infiltration rates|A or B soils]]) are considered infiltration practices. D ==Infeasibility criteria==
    23 KB (3,441 words) - 02:41, 15 December 2022
  • ...ments, recommendations and other information for using the Minimal Impacts Design Standards (MIDS) calculator for bioretention BMPs. Links to MIDS pages and ...he user. These correspond with soils and infiltration rates contained in [[Design infiltration rates|this Manual]]. The user may also enter a different value
    23 KB (3,556 words) - 13:18, 29 January 2023
  • ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner ...feature surface/subsurface runoff storage seams and an energy dissipation design that is aimed at attenuating the flow to a desired level through energy and
    25 KB (3,698 words) - 02:39, 15 December 2022
  • *[[Design criteria for Infiltration trench]]
    3 KB (343 words) - 14:46, 11 December 2022
  • *Design Phase Maintenance Considerations; ==Design phase maintenance considerations==
    9 KB (1,184 words) - 18:55, 22 November 2022
  • *MacRae, C.R., 1993. An Alternate Design Approach for the Control of Instream Erosion Potential in Urbanizing Waters ...sion based criteria for stormwater management. It emphasizes that multiple criteria are needed to ensure that the problem to be addressed by stormwater managem
    9 KB (1,320 words) - 12:47, 10 February 2023
  • *Design Phase Maintenance Considerations; ==Design phase maintenance considerations==
    9 KB (1,196 words) - 02:59, 15 December 2022
  • <sup>3</sup> – EPA 2012 Recreational Water Quality Criteria – Recommendation 1 (Estimated illness rate = 36/1000)<br> <sup>5</sup> –Useful for distribution system design, but often used a general indicator parameter, too.<br>
    3 KB (549 words) - 20:16, 3 August 2022
  • ...Media, links to supporting information, and links to information on system design, inspection, operation, and maintenance. ***Comply with [https://www.conteches.com/Portals/0/Documents/Design%20Guides/StormFilter-Config-Guide.pdf?ver=2018-05-16-083627-317 appropriate
    12 KB (1,618 words) - 16:47, 15 February 2023
  • ...for crediting dissolved phosphorus exist and conditions needed to meet the criteria are described. ...PU.pdf Level spreader]'''</span>, modified pond inlets, or other method or design for spreading water across the system, and
    6 KB (844 words) - 18:25, 24 January 2023
  • ...cape), links to supporting information, and links to information on system design, inspection, operation, and maintenance. #Design, assemble, install, operate, and maintain Filterra systems in accordance wi
    10 KB (1,461 words) - 17:07, 15 February 2023
  • ...more common tool in the stormwater management toolbox and as the number of design variants increases, so does the number of names for each of these variants. ...tle=Filtration '''filtration''']</span> processes to occur. Most [[Design criteria for bioretention#Materials specifications - filter media|media mixes]] are
    22 KB (3,288 words) - 18:52, 15 August 2022
  • *[[Design criteria for stormwater wetlands]]
    3 KB (412 words) - 01:05, 8 February 2023
  • ...of flowchart supplement|<font size=3>Linear Permanent Stormwater Treatment Design Flow Chart Supplement. Click on image to enlarge. [https://stormwater.pca.s ...of steep slopes (>20%). This gives more flexibility to make changes to the design if prohibitions are discovered, and gives the highest probability of infilt
    11 KB (1,714 words) - 23:49, 25 January 2023
  • #REDIRECT [[Design criteria for infiltration]] The following terminology is used throughout this Design Section:
    33 KB (4,796 words) - 18:43, 29 December 2022
  • ...scussion includes summary information on BMP selection; information on BMP design, construction, maintenance, and assessment; and information on pollutant lo ...e can make substantial progress using the [[Better site design|Better Site Design]], Low Impact Development (LID), [[Pollution prevention|pollution preventio
    17 KB (2,478 words) - 21:20, 20 February 2023
  • ...stormwater_program MPCA Construction General Permit (CGP)], which includes design and performance standards for permanent stormwater management systems. Thes ...reatment can be given. Due to the statewide prevalence of the MPCA permit, design guidance in this section is presented with the assumption that the permit d
    15 KB (2,186 words) - 18:59, 28 December 2022
  • 3. [[Integrated stormwater management|Link to Better Site Design]]<br> <u>'''Chapter 4 - Better Site Design/Low iMpact Development'''</u><br>
    63 KB (7,400 words) - 13:08, 26 January 2023
  • <td>Better Site Design (BSD)</td> <td>[[Better site design]] refers to the application of non-structural practices at new development
    7 KB (1,143 words) - 12:13, 7 August 2022
  • *[[Design criteria for bioretention]] ...antity control process. Bioretention employs a simplistic, site-integrated design that provides opportunity for runoff infiltration, filtration, storage, and
    18 KB (2,519 words) - 16:10, 2 February 2023
  • ...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
  • ...energy-mineral-and-land-resources/stormwater/stormwater-program/stormwater-design North Carolina Department of Environment and Natural Resources Stormwater B ...gory:Level 3 - Best management practices/Specifications and details/Design criteria]]
    5 KB (797 words) - 22:44, 3 December 2022
  • ...tively inexpensive and easy to install. Energy dissipators require careful design based on the hydraulic forces of concentrated flows exiting pipes and ditch *Permittees must design basin outlets to prevent short-circuiting and the discharge of floating deb
    21 KB (2,912 words) - 12:08, 15 February 2023
  • ...within the BMP. This is therefore the area at the surface of the [[Design criteria for bioretention#Materials specifications - filter media|engineered media]] ..., C, or D) for the user. Once a soil type is selected, the corresponding [[Design infiltration rates|infiltration rate]] will populate in the ''Infiltration
    23 KB (3,549 words) - 18:50, 23 November 2022
  • ...mal Impacts Design Standards (MIDS) calculator can be used to help select, design, construct, and maintain appropriate practices and quantify pollutant reduc ...for permeable pavement takes you to a page that describes how to properly design a permeable pavement system.
    9 KB (1,366 words) - 15:57, 5 December 2022
  • *[[Design criteria for filtration]]
    6 KB (792 words) - 15:30, 27 December 2022
  • *[[Design criteria for green roofs]]
    4 KB (505 words) - 21:39, 7 February 2023
  • ...becomes a more common tool in stormwater management, and as the number of design variants increases, so does the number of names for each of these variants. ...ltrate. See [[Computer-aided design and drafting (CAD/CADD) drawings]] for design drawing.
    10 KB (1,641 words) - 22:49, 23 November 2022
  • *[[Design criteria for filtration]]
    6 KB (763 words) - 15:26, 27 December 2022
  • <td>PERMEABLE PAVEMENTS DESIGN CONSTRUCTION AND MAINTENANCE</td> <td>[https://www.asce.org/permeable-pavements-design-construction-and-maintenance/]</td>
    34 KB (4,934 words) - 16:11, 3 August 2022
  • ...ter) Iron enhanced sand filters] (IESFs) incorporate iron into sand filter design for the purpose of removing dissolved phosphorus. Because dissolved phospho ...or IESFs and will use that information to update guidance in the Manual on design, construction, and O&M of IESFs. In 2019 we developed a spreadsheet listing
    7 KB (998 words) - 19:02, 3 December 2022
  • ...tate.mn.us/index.php?title=Glossary#U underdrain] is incorporated into the design. Water captured by the BMP is filtered through the engineered media and mos *[[Design criteria for bioretention]]
    33 KB (4,581 words) - 15:04, 11 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 swale side slope has been properly [[Design criteria for filtration|designed]], [[Construction specifications for filtration|con
    16 KB (2,575 words) - 13:31, 29 January 2023
  • *[[Design criteria for Infiltration basin]]
    4 KB (473 words) - 14:43, 11 December 2022
  • ...since this fact sheet was written. Refer to this section when considering design, installation, operation, maintenance, and treatment for these types of sys *Forest conservation and protection regulations – establish the criteria by which trees are identified for conservation, including buffer and fencin
    10 KB (1,540 words) - 23:04, 23 January 2023
  • ...n roof vegetation. The section on [[Design criteria for green roofs|design criteria for green roofs]] provides guidance on factors that affect green roof plant ...Center Arena green roof in Minneapolis, MN. Image Courtesy of The Kestrel Design Group, Inc.</font size>]]
    15 KB (2,299 words) - 20:26, 2 February 2023
  • ...of the [[Overview of Minimal Impact Design Standards (MIDS)|Minimal Impact Design Standards (MIDS)]] calculator for several BMPs in series. Examples for ind .... Bioretention, when designed with an underdrain and liner, is also a good design option for treating Potential stormwater hotspots. Bioretention is extremel
    18 KB (2,967 words) - 20:12, 1 December 2022
  • #REDIRECT [[Design criteria for filtration]] ===Design Criteria===
    27 KB (4,233 words) - 22:45, 17 November 2022
  • ...est_management_practices/Specifications_and_details/Design_criteria design criteria] and recommendations from the Minnesota Stormwater Manual will be followed. ! Permeable Pavement Design !! Permeable Pavement Surface Area (ft2) !! Surface Area at Subgrade (ft2)
    36 KB (5,210 words) - 22:51, 12 December 2022
  • '''Design Features''': Dry swale, rocked inlets and check dams<br> HR Green worked with the City of St. Ann, Missouri to design a point of entry into the City. The pavement at this location was in disrep
    19 KB (2,874 words) - 20:16, 12 December 2022
  • ...d infiltration was properly constructed (link), consistent with the design criteria (link). Step 7: Click on the BMP Parameters tab and enter the BMP design parameters. This Underground infiltration example requires the following en
    24 KB (3,705 words) - 19:11, 23 November 2022
  • ...Minnesota determined that guidelines were needed to define specific sizing criteria to provide consistent, effective results. ...e pretreatment practice, which will prolong the life span and maintain the design pollutant <span title="Pollutant removal efficiency, usually represented by
    44 KB (6,960 words) - 19:47, 20 February 2023
  • ...ciency of curbs, gutters and storm drains ([[References for Unified Sizing Criteria|CWP, 2003 and 2004]]). ...oximately 1.5 years as the most prevalent ([[References for Unified Sizing Criteria|Leopold, 1964 and 1994]]), and maintaining this discharge rate should act t
    41 KB (6,386 words) - 19:17, 6 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
  • ...erent components of a green roof. Thicknesses of some layers vary with the design (e.g. extensive vs. intensive roofs).</font size>]] ...apolis, Minnesota. Image by Bergerson Photography, Courtesy of The Kestrel Design Group, Inc., INSPEC, and Leo A Daly.</font size>]]
    25 KB (3,627 words) - 13:45, 30 December 2022
  • ...inflow water with the media, and incorporation of other features into the design (e.g. compost, which is not recommended) ...gh the results suggest this value can be increased with considerations for design. An estimate of the number of years for a practice can be estimated by calc
    16 KB (2,245 words) - 15:31, 27 December 2022
  • ==Design phase O&M considerations== ...esigns should mimic natural wetlands and introduce few complex components. Design phase O&M considerations include he following.
    22 KB (3,136 words) - 17:18, 28 January 2023
  • ...g incentives to site developers to encourage the [[Credits for Better Site design|preservation of natural areas and the reduction of the volume of stormwater ...lity of the BMP to achieve volume or pollutant reductions. For guidance on design, construction, and maintenance, see the appropriate article within the [[Gr
    19 KB (2,893 words) - 14:22, 26 July 2022
  • *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
  • *Cantor, S. L. 2008. ''Green Roofs in Sustainable Landscape Design''. W.W.Norton, NY. *Fassman, E. and Simcock, R. 2012. ''Moisture Measurements as Performance Criteria for Extensive Living Roof Substrates''. J. Environ. Eng., 138(8), 841–851
    12 KB (1,711 words) - 02:47, 25 February 2023
  • *[[Design criteria for stormwater and rainwater harvest and use/reuse]]
    5 KB (771 words) - 15:42, 5 December 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
  • ==Design Phase O&M Considerations== ...esigns should mimic natural wetlands and introduce few complex components. Design phase O&M considerations include:
    16 KB (2,272 words) - 18:52, 3 December 2022
  • [[File:mids logo.jpg|300px|right|thumb|alt=image of Minimal Impact Design Standards logo]] .../stormwater.pca.state.mn.us/index.php?title=MIDS_calculator Minimal Impact Design Standards calculator] is a moderately simple tool for estimating pollutant
    18 KB (2,675 words) - 23:33, 5 December 2022
  • ...verage bottom width of the swale main channel. Units are in feet. Based on design restrictions, the bottom width cannot be less than 2 feet. ...length rather than break the swale into separate smaller lengths. Based on design restrictions, the channel slope cannot be less than 0.5 percent or greater
    31 KB (4,982 words) - 13:36, 29 January 2023
  • ...ttp://stormwater.pca.state.mn.us/index.php/Category:Design_criteria design criteria] and recommendations from the Minnesota Stormwater Manual will be followed. ...00 gallons, each. The following summarizes the performance of the revised design.
    31 KB (4,411 words) - 13:21, 12 February 2023
  • *The user is asked to select a design level from a dropdown. [https://stormwater.pca.state.mn.us/index.php?title= For the sand filter BMP, BMP watershed areas is the only required design parameter.
    15 KB (2,395 words) - 01:30, 23 December 2022
  • ...Risk Limits, Health Based Values, or Maximum Contaminant Levels) and soil criteria (Soil Leaching Values). Note that in addition to having high contaminant le For more information on these risk criteria and determining if high contaminant levels exist at a site, see the followi
    31 KB (4,546 words) - 14:23, 11 February 2023
  • ...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 criteria for infiltration]]
    7 KB (996 words) - 15:32, 27 December 2022
  • ...erent components of a green roof. Thicknesses of some layers vary with the design (e.g. extensive vs. intensive roofs).</font size>]] ...s Minnesota. Note the vegetation free zones. Image Courtesy of The Kestrel Design Group, Inc.</font size>]]
    20 KB (2,983 words) - 21:34, 7 February 2023
  • ...als_for_new_development,_re-development_and_linear_projects Minimal Impact Design Standards (MIDS) performance goal]. Once complete, the site is meant to be ...ttp://stormwater.pca.state.mn.us/index.php/Category:Design_criteria design criteria] and recommendations from the Minnesota Stormwater Manual will be followed.
    38 KB (5,550 words) - 13:29, 12 February 2023
  • *Design Features: Wet swale, two-stage design, grade control/rock checks, vane weirs, vegetation restoration ...ement water quality and flood reduction improvements. The Carpenter Creek Design Build Project achieved multiple benefits including flood reduction, floodpl
    27 KB (3,916 words) - 20:08, 12 December 2022
  • ...watershed organizations (see for example, [[References for Unified Sizing Criteria|WCWC, 2003 and EOR, 2000]]), there is a great deal of potential for overlap In addition to the eight specific [[Summary of suggested stormwater criteria for MN receiving waters|“special waters”]] mentioned in the state CGP,
    45 KB (6,677 words) - 13:36, 6 January 2023
  • ...iency || <font size=4><center>&#9684;</center></font size> || Depending on design, may provide energy and water savings. ...lly microscale, but multiple practices, when incorporated into a landscape design, can provide macroscale benefits.
    22 KB (2,986 words) - 18:16, 5 December 2022
  • ...f required submittals, and required testing, such as, for example [[Design criteria for bioretention#Determine site infiltration rates (for facilities with inf ...g guidelines and specifications apply specifically to trees for stormwater design.
    24 KB (3,593 words) - 16:11, 9 February 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 infiltration basin has been properly [[Design criteria for Infiltration basin|designed]], [[Construction specifications for Infilt
    22 KB (3,347 words) - 13:33, 29 January 2023
  • *BSD - better site design *MIDS- Minimal Impact Design Standards
    5 KB (841 words) - 17:14, 20 July 2022
  • ...dex.php/Design_criteria_for_stormwater_and_rainwater_harvest_and_use/reuse Design Guidance], [http://stormwater.pca.state.mn.us/index.php/Construction_specif ...are outlined in the Design Guidance and Calculators section. Water quality criteria for different beneficial uses of stormwater are discussed in more detail [[
    37 KB (5,490 words) - 12:41, 14 February 2023
  • ...mporarily store stormwater before allowing it to infiltrate into the soil. Design variants include; the infiltration basin, the infiltration trench, the dry ...1)], commonly called the Construction General Permit (CGP), which includes design and performance standards for permanent stormwater management systems. Thes
    18 KB (2,669 words) - 19:46, 27 December 2022
  • ...t=check it out image|<font size=3>[[Linear Permanent Stormwater Management Design Flow Chart]].</font size>]] ...nt System|Construction Stormwater General Permit]] states “Permittees must design and construct a permanent stormwater treatment system to treat the [[MN CSW
    23 KB (3,334 words) - 17:06, 11 January 2023
  • ...length rather than break the swale into separate smaller lengths. Based on design restrictions, the channel slope cannot be less than 0.5 percent or greater ...as native soils rather than engineered media. If YES is selected, then the design parameters associated with the bioretention base will be activated.
    18 KB (3,025 words) - 20:17, 1 December 2022
  • ...wet pond. Developers contract with engineering firms that are qualified to design and construct wet ponds. Once the project is complete, ownership of the pon ...ca.state.mn.us/index.php?title=Minnesota_plant_lists Plants for stormwater design]
    12 KB (1,895 words) - 23:45, 30 January 2023
  • [[File:mids logo.jpg|300px|right|alt=image of Minimal Impact Design Standards logo]] ...als for new development, re-development and linear projects|Minimal Impact Design Standards performance goal]] of 1.1 inches. However, the methodology can be
    31 KB (4,529 words) - 21:31, 16 February 2023
  • ...ctors such as cost, site constraints, aesthetic concerns, or water quality criteria. For these reasons, the selection and sizing of storage units may be an ite ...size for a stormwater harvest and use system is an iterative process. The design is usually optimized when the storage unit size (that is to say, cost) is a
    26 KB (3,824 words) - 18:52, 18 July 2022
  • ...sion of numerous individual BMP sheets in favor of categorical sheets with design variations included on each sheet. This should be a more user-friendly way ...lution prevention|pollution prevention]], [[Better site design|better site design/LID]], runoff minimization (see [[Stormwater re-use and rainwater harvestin
    40 KB (6,039 words) - 14:08, 11 February 2023
  • ...ortant tool for retention and detention of stormwater runoff. Depending on design and construction, swales may provide additional benefits, including cleaner Incorporation of check dams into swale design allows treatment of a portion or all of the [https://stormwater.pca.state.m
    21 KB (3,314 words) - 15:20, 11 January 2023
  • ...gement practices, not natural wetlands. Stormwater wetlands are similar in design to <span title="A stormwater retention basin that includes a combination of ...lly microscale, but multiple practices, when incorporated into a landscape design, provide macroscale benefits such as wildlife corridors.
    25 KB (3,412 words) - 01:07, 8 February 2023
  • ...terra, links to supporting information, and links to information on system design, inspection, operation, and maintenance. #Design, assemble, install, operate, and maintain Filterra systems in accordance wi
    11 KB (1,568 words) - 18:47, 19 December 2022
  • Design variants discussed on this page include the <span title="Infiltration basin ...1)], commonly called the Construction General Permit (CGP), which includes design and performance standards for permanent stormwater management systems. Thes
    23 KB (3,321 words) - 19:29, 11 August 2022
  • ...nd lifespan of full treatment practices. This page provides information on design, construction, and maintenance of pretreatment vegetated filter strips. ==Design criteria==
    34 KB (4,831 words) - 14:19, 6 February 2023
  • Design variants discussed on this page include the infiltration basin, the infiltr ...1)], commonly called the Construction General Permit (CGP), which includes design and performance standards for permanent stormwater management systems. Thes
    20 KB (2,933 words) - 19:34, 11 August 2022
  • ==Design phase O&M considerations== ...and vegetation growth and load due to vehicular traffic. Designers should design these practices in ways that prevent or minimize O&M issues. Examples inclu
    23 KB (3,322 words) - 14:03, 30 December 2022
  • ...g incentives to site developers to encourage the [[Credits for Better Site design|preservation of natural areas and the reduction of the volume of stormwater Three design levels were created for sand filters. These are described below. NOTE: PP=p
    24 KB (3,625 words) - 01:28, 23 December 2022
  • #REDIRECT [[Design, construction, operation and maintenance specifications for pretreatment ve ...nd lifespan of full treatment practices. This page provides information on design, construction, and maintenance of pretreatment vegetated filter strips.
    36 KB (5,202 words) - 14:24, 6 February 2023
  • ...del'''</span> which predicts pollutant and runoff removal at BMPs based on design-standard BMP removal rates published in the 2012 [http://www.bmpdatabase.or ...ts on-half inch, the BMP is undersized.}}, or not otherwise meeting design criteria),
    28 KB (4,348 words) - 19:45, 14 February 2023
  • ...the water storage and use operation needs to be integrated into the system design. With an actively managed operating system, regular maintenance is also imp **Point of use water quality criteria/standards
    25 KB (3,513 words) - 17:22, 28 January 2023
  • ...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
  • ...|permeable pavement]] surface is delivered underground to the underlying [[Design guidelines for soil characteristics - tree trenches and tree boxes|media]] ...to trees, thus potentially allowing more trees to be incorporated into the design.
    44 KB (7,312 words) - 13:41, 29 January 2023

View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)