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| − | The following, comprehensive list is presented as a basis for discussion between regulatory authorities and design practitioners <ref>Ontario Provincial Standard Specification. (2014). Construction Specification and for Seed and Cover OPSS.PROV 804. Retrieved from http://www.raqsb.mto.gov.on.ca/techpubs/ops.nsf/0/3a785d2f480f9349852580820062910a/$FILE/OPSS.PROV 804 Nov2014.pdf</ref>. | + | The following, comprehensive list is presented as a basis for discussion between regulatory authorities and design practitioners. |
| | + | {{TOClimit|2}} |
| | ==Site Description== | | ==Site Description== |
| | * Location (key plan, municipal address, nearest roads, watershed and subwatershed); | | * Location (key plan, municipal address, nearest roads, watershed and subwatershed); |
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| | ==Background Information== | | ==Background Information== |
| | * Pre-submission meeting verification; | | * Pre-submission meeting verification; |
| − | * Reports from pre-consultation with MOECC and other agencies (especially related LID credits); | + | * Reports from pre-consultation with MOECP and other agencies (especially related LID credits); |
| | * Watershed plans; | | * Watershed plans; |
| | * Sub-Watershed plans; | | * Sub-Watershed plans; |
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| | **LID facility location and associated tributary areas; | | **LID facility location and associated tributary areas; |
| | * Model schematics; | | * Model schematics; |
| − | * Storm drainage, grading and general servicing plans; | + | * Storm drainage, [[grading]] and general servicing plans; |
| | * LID practice design [[drawings]] and details; | | * LID practice design [[drawings]] and details; |
| | * [https://sustainabletechnologies.ca/home/erosion-and-sediment-control/ Erosion and sediment control plans]; | | * [https://sustainabletechnologies.ca/home/erosion-and-sediment-control/ Erosion and sediment control plans]; |
| | + | |
| | + | {| class="wikitable sortable" |
| | + | ! Parameter |
| | + | ! Plan |
| | + | ! Detail |
| | + | ! Profile |
| | + | ! Description |
| | + | |- |
| | + | | Location |
| | + | | x |
| | + | | |
| | + | | |
| | + | | Area extent shown on plan view (bump-outs, municipal reserves, private lots, parks) |
| | + | |- |
| | + | | Surface area |
| | + | | x |
| | + | | |
| | + | | |
| | + | | Outlined on plan view drawings and stated in report |
| | + | |- |
| | + | | Inlet |
| | + | | x |
| | + | | x |
| | + | | |
| | + | | shown on plan view and typical details provided ([[curb cuts]], [[level spreader|flow spreader]], ribbon curb) |
| | + | |- |
| | + | | Materials |
| | + | | |
| | + | | x |
| | + | | |
| | + | | Materials specs (soil, drainage layer), depth, hydraulic conductivity, porosity |
| | + | |- |
| | + | | Vegetation |
| | + | | x |
| | + | | x |
| | + | | |
| | + | | Planting plan and [[vegetation]] details (species, mature density, succession plan) |
| | + | |- |
| | + | | Outlet |
| | + | | x |
| | + | | x |
| | + | | x |
| | + | | [[Underdrain]] spec and slope, spill elevation, catch basin type and grate, [[weir]] type and location, [[inlet]] control device details |
| | + | |- |
| | + | | Catchment |
| | + | | x |
| | + | | |
| | + | | |
| | + | | Delineated catchment area directed to [[bioretention]] facility |
| | + | |- |
| | + | | Subsurface materials |
| | + | | |
| | + | | x |
| | + | | |
| | + | | Layer order (filter, [[reservoir aggregate|reservoir]], [[choker course]], [[geotextiles]] (if using)) and specifications (gradation, hydraulic conductivity, void space) |
| | + | |- |
| | + | | Depth |
| | + | | |
| | + | | x |
| | + | | x |
| | + | | Depth of each layer, reservoir retention depth (if applicable), surface ponding depth (if applicable) |
| | + | |- |
| | + | | Slope |
| | + | | |
| | + | | x |
| | + | | x |
| | + | | Sub-base slope and surface slope |
| | + | |- |
| | + | | Flow Arrows |
| | + | | |
| | + | | x |
| | + | | |
| | + | | From contributing area and overflow route |
| | + | |- |
| | + | | Water depth |
| | + | | |
| | + | | x |
| | + | | |
| | + | | Ponding depth and water surface elevation during design storm and maximum prior to [[overflow]] |
| | + | |- |
| | + | | Inundation |
| | + | | |
| | + | | x |
| | + | | |
| | + | | Extent of of inundation during design storms |
| | + | |- |
| | + | | Erosion control |
| | + | | x |
| | + | | x |
| | + | | |
| | + | | Located at inlet, outlet if overland spill |
| | + | |} |
| | | | |
| | ==Design Information== | | ==Design Information== |
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| | *External drainage conveyance (100 year and Regional); | | *External drainage conveyance (100 year and Regional); |
| | ===Quality control=== | | ===Quality control=== |
| − | *Level of Protection; | + | *Level of protection; |
| − | *Drainage Area to Facility in hectares; | + | *Drainage area to facility in hectares; |
| − | *Percentage Impervious – total and directly connected areas; | + | *Percentage impervious – total and directly connected areas; |
| − | *SWM Facility Monitoring and Maintenance Requirements; | + | *SWM facility monitoring and maintenance requirements; |
| | | | |
| | ==Hazard land management== | | ==Hazard land management== |