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- ...meable Interlocking Concrete Pavements; Selection, Design, Specifications, Construction, Maintenance. 5th Edition. Interlocking Concrete Pavement Institute. Chanti ...e total depth of clear stone aggregate layers needed for the water storage reservoir===3 KB (575 words) - 21:33, 3 November 2022
- #The ''maximum'' total depth will be limited by construction practices i.e. not usually > 2 m. ==Size a bioretention cell receiving flows directly to the storage reservoir for a constrained depth==5 KB (773 words) - 15:49, 27 June 2022
- ....03 – 0.06<ref name = SWMM> Oregon State Univ., Corvallis. Dept. of Civil, Construction and Environmental Engineering.; Environmental Protection Agency, Cincinnati |Suggest [[Bioretention media storage|0.35]] unless otherwise tested3 KB (351 words) - 16:31, 22 April 2020
- ...ps://cvc.ca/wp-content/uploads/2013/03/CVC-LID-Construction-Guide-Book.pdf Construction Guide for Low Impact Development, CVC (2013)</ref> ...emain outside the limit of disturbance and blocked from site traffic until construction of the facility begins, to prevent soil compaction by heavy equipment.6 KB (835 words) - 14:30, 7 October 2022
- #The ''maximum'' total depth will be limited by construction practices i.e. usually ≤ 2 m to avoid the need for benching and shoring o ...tions below. Effective porosity will vary according to the geometry of the storage chambers, so advice should be sought from product manufacturers. Permit app11 KB (1,666 words) - 19:14, 6 October 2022
- ...03 – 0.05 <ref name = SWMM> Oregon State Univ., Corvallis. Dept. of Civil, Construction and Environmental Engineering.; Environmental Protection Agency, Cincinnati !colspan = "2" align = center"|Storage2 KB (336 words) - 20:21, 27 July 2020
- ...drains comprise a length of perforated [[pipe]] embedded into a layer of [[reservoir aggregate]]. They are an optional component of [[bioretention]] systems, [[ ...pth of this [[Bioretention: Internal_water_storage| internal water storage reservoir]] should be sized to capture and infiltrate the design storm event runoff v7 KB (1,011 words) - 19:19, 6 October 2022
- ...through the surface level to the underlying storage [[Reservoir aggregate|reservoir aggregate layers]]<ref>City of Toronto. 2017. Toronto Green Streets Technic ...f the facility, and surface drains to safely convey flows in excess of the storage capacity of the design.10 KB (1,451 words) - 17:15, 17 January 2023
- ...:Construction page lead photo.jpg|500px|thumb|right|CVC staff conducting a construction inspection at Kenollie Public School, Mississauga, Ontario. (Photo source: ...TEP's construction guidance aims to give practical advice, specific to LID construction, to enable practitioners to successfully construct LID practices.11 KB (1,459 words) - 21:51, 23 November 2022
- ...ePavementConstruction.jpg|thumb|500px|Placement of permeable pavers during construction.]] ...s pavements that allow stormwater to drain through them and into a storage reservoir aggregate layer below. Depending on the native soil properties and site con9 KB (1,317 words) - 16:22, 17 January 2023
- ...esign Criteria for Green Infrastructure in the Right-of-Way. Engineering & Construction Services. September 2021. https://www.toronto.ca/wp-content/uploads/2021/09 ...1278 2868 1335 3149 [[Bioretention: Internal water storage|Internal Water Storage]]5 KB (573 words) - 20:22, 27 September 2022
- ...re there is a solid cap on the bottom of the well to provide a small water reservoir (e.g., 100 mm deep) to keep the water level sensor submerged during dry <br ...[[Clear Stone / Internal Water Storage (IWSZ)|Bioretention: Internal water storage]]8 KB (1,212 words) - 18:08, 3 November 2022
- ...ecommended as a substitute for [[reservoir aggregate| clear stone]] in LID construction. {{Textbox|1= Where Granular O is substituted for clear stone in underground reservoir structures, the porosity used in design calculations shall be '''0.3''' unl6 KB (543 words) - 16:16, 1 December 2023
- ...f the facility, and surface drains to safely convey flows in excess of the storage capacity of the design.<br> ...ot included, assuming BMP construction is part of overall development site construction.8 KB (1,041 words) - 16:12, 6 March 2023
- ...f the facility, and surface drains to safely convey flows in excess of the storage capacity of the design. STEP has prepared life cycle costs estimates for ea Components include: a 'filter bed' with [[filter media]], storage layer of [[reservoir aggregate]], [[planting]] and a finishing surface layer of [[mulch]] and/or9 KB (1,271 words) - 17:17, 16 January 2023
- rect 28 285 153 312 [[Reservoir aggregate|Clear Stone Trench]] *a gently sloping granular [[reservoir aggregate| storage reservoir]] below the perforated pipe.7 KB (1,013 words) - 19:51, 20 February 2024
- ...f the facility, and surface drains to safely convey flows in excess of the storage capacity of the design.<br> ...ot included, assuming BMP construction is part of overall development site construction.9 KB (1,205 words) - 20:50, 17 January 2023
- ...ltration chambers]], and [[soakaways]]. In general, this section describes construction and inspection processes for below ground installed materials and infrastru '''Construction Steps:'''30 KB (4,258 words) - 16:38, 28 October 2022
- rect 2087 1717 2848 2228 [[Reservoir aggregate|Compacted Aggregate Base]] rect 1123 1989 2080 2224 [[Reservoir aggregate|Compacted Aggregate Base]]22 KB (3,071 words) - 18:51, 10 March 2023
- rect 1403 1968 2182 1649 [[Reservoir aggregate|Clearstone]] rect 1394 1971 3333 2286 [[Reservoir aggregate|Clearstone]]23 KB (3,297 words) - 18:58, 10 March 2023