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Construction: storage reservoir
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Revision as of 21:49, 22 September 2022
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1 year ago
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#Place the material to the elevation and thickness as per the design specifications.
#Place the material to the elevation and thickness as per the design specifications.
‘’’Key
Inspection Points:
’’’
'''Key
Inspection Points:
'''
*Material arrival to the site:
*Material arrival to the site:
**Check chain of custody
**Check chain of custody
Line 14:
Line 14:
*Installed aggregate is at the correct elevation as per design.
*Installed aggregate is at the correct elevation as per design.
‘’’Mistakes
to Avoid:
’’’
'''Mistakes
to Avoid:
'''
*Accepting material that does not meet design requirements and specifications.
*Accepting material that does not meet design requirements and specifications.
*Installing material with heavy equipment from the inside of the LID facility
*Installing material with heavy equipment from the inside of the LID facility
Line 20:
Line 20:
*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.
For more
information
on
the storage reservoir
,
see the page:
[[
Reservoir aggregate
]].
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>
SamanthaPelayo
502
edits
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