Search results

Jump to navigation Jump to search
  • ...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 tested
    3 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 app
    11 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"|Storage
    2 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 v
    7 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 con
    9 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''' unl
    6 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/or
    9 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

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