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Line 51: For more guidance on materials specifications, refer to [[Aggregates]], [[OPSS aggregates]] and ([https://www.roadauthority.com/Standards/?id=a28fdfaf-3bf8-4679-81ca-4e44b2263cf8 Ontario Provincial Standards, 2013]) <ref>Ontario Provincial Standards. 2013. OPSS.PROV.10101 Aggregates - Base, Subbase Select Subgrade, and Backfill Material. https://www.roadauthority.com/Standards/?id=a28fdfaf-3bf8-4679-81ca-4e44b2263cf8</ref>
→Storage reservoir
==Storage reservoir==
==Storage reservoir==
{{:Construction: storage reservoir}}
''INSERT YOUTUBE LINK: https://www.youtube.com/watch?v=Ng_s2ErvPqk&t=58s <br>''
''INSERT YOUTUBE LINK: https://www.youtube.com/watch?v=Ng_s2ErvPqk&t=58s <br>''
The storage reservoir layer holds and directs the stormwater into the underlying/native soils. The LID facilities, if applicable, should be filled with uniformly graded, washed stone (20 mm – 50 mm) that provides 30 to 40% void space.
The storage reservoir layer holds and directs the stormwater into the underlying/native soils. The LID facilities, if applicable, should be filled with uniformly graded, washed stone (20 mm – 50 mm) that provides 30 to 40% void space.
*Installing material with heavy equipment from the inside of the LID facility
*Installing material with heavy equipment from the inside of the LID facility
*Installing frozen aggregate. Do not install frozen aggregate
*Installing frozen aggregate. Do not install frozen aggregate
*Leaving heavy equipment (excavator) for long periods of time within the LID facility.
*Leaving heavy equipment (excavator) for long periods of time within the LID facility.
==Permeable pavement sub-base and base course==
==Permeable pavement sub-base and base course==