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- ...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 r34 KB (5,308 words) - 18:50, 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 cleaner65 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 begin113 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 cleaner43 KB (6,506 words) - 16:08, 29 December 2022
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- ...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 Design2 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]] is1 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 - Stormwater2 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 irriga1 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 int4 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) filters3 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