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

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