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| | * 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 cut, flow spreader, ribbon curb) |
| | + | |- |
| | + | | Materials |
| | + | | |
| | + | | x |
| | + | | |
| | + | | Materials specs (soil, drainage layer), depth, hydraulic conductivity, porosity |
| | + | |- |
| | + | | Vegetaion |
| | + | | 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 lcoation, inlet control device details |
| | + | |- |
| | + | | Catchment |
| | + | | x |
| | + | | |
| | + | | |
| | + | | Delineated catchment area directed to bioretention facility |
| | + | |- |
| | + | | Subsurface materials |
| | + | | |
| | + | | x |
| | + | | |
| | + | | Layer oder (filter, reservoir, geotextiles (if using)) and specifications (gradation, hydraulic condcutivity, 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 durign deisgn 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== |