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→Life Cycle Costs
===Erosion and Sediment Control===
===Erosion and Sediment Control===
Infiltration practice locations should not be used as sediment basins during construction. To prevent sediment from clogging, erosion and sediment controls should remain in place and runoff should be diverted from the infiltration facility until the contributing drainage area is fully stabilized and sediment removal from catch basins, pre-treatment devices and maintenance hole sumps has been completed.
Infiltration practice locations should not be used as sediment basins during construction. To prevent sediment from clogging, erosion and sediment controls should remain in place and runoff should be diverted from the infiltration facility until the contributing drainage area is fully stabilized and sediment removal from catch basins, pre-treatment devices and maintenance hole sumps has been completed.
==Operation and Maintenance==
Take a look at the [[Construction]] and [[Sub-surface components]] pages by clicking below for further details about proper construction practices:
{{Clickable button|[[File:Soakaways infiltration et.al.png|250 px|link=https://https://wiki.sustainabletechnologies.ca/wiki/Sub-surface_components]]}}
==Inspection and Maintenance==
Infiltration trenches, chambers and soakaways will continue to function during winter months if the overflow outlet is located below the local maximum frost penetration depth (i.e. frost line).
Infiltration trenches, chambers and soakaways will continue to function during winter months if the overflow outlet is located below the local maximum frost penetration depth (i.e. frost line).
Monitoring of storage reservoir water level during and after natural or simulated storm events using the monitoring well should be performed periodically to verify the facility drains within the required drainage time (typically 72 hours). Should be performed as part of inspections following construction or major rehabilitation prior to assumption, and every 15 years at a minimum, to track drainage performance over time and determine when replacement is needed. <br>
Monitoring of storage reservoir water level during and after natural or simulated storm events using the monitoring well should be performed periodically to verify the facility drains within the required drainage time (typically 72 hours). Should be performed as part of inspections following construction or major rehabilitation prior to assumption, and every 15 years at a minimum, to track drainage performance over time and determine when replacement is needed. <br>
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Take a look at the [[Inspection and Maintenance: Rainwater Harvesting]] page by clicking below for further details about proper inspection and maintenance practices:
Take a look at the [[Inspection and Maintenance: Underground Infiltration Systems]] page by clicking below for further details about proper inspection and maintenance practices:
{{Clickable button|[[File:Cover page underground.PNG|150px|link=https://wiki.sustainabletechnologies.ca/wiki/Inspection_and_Maintenance:_Underground_Infiltration_System]]}}
==Life Cycle Costs==
To learn about Life Cycle Costs associated with this practice (i.e. Pre-construction, Excavation, Materials & Installation, Project Management, Overhead, Inspection and Maintenance, Rehabilitation and other associated costs), visit the [[Infiltration Chamber: Life Cycle Costs]] page to view a cost estimate for a polymeric chamber system. Alternatively you can use the [https://sustainabletechnologies.ca/lid-lcct/ STEP's Low Impact Development Life Cycle Costing Tool (LID LCCT)] to generate cost estimates customized to your own LID stormwater design project specifications.
Take a look at the [[Infiltration Chamber: Life Cycle Costs]] page by clicking below for further details:
{{Clickable button|[[File:Rainwater cistern opening title.PNG|150 px|link=https://wiki.sustainabletechnologies.ca/wiki/Inspection_and_Maintenance:_Rainwater_Harvesting]]}}
{{Clickable button|[[File:ConstructionTable InfilChamb Full Infil.PNG|150 px|link=https://wiki.sustainabletechnologies.ca/wiki/Infiltration_Chamber:_Life_Cycle_Costs]]}}
==Gallery==
==Gallery==
===Plastic chambers===
===Plastic chambers===
*[http://stormtechcalc.azurewebsites.net/index.html ADS chambers design tool]
*[http://stormtechcalc.azurewebsites.net/index.html ADS chambers design tool]
*[http://www.armtec.com/products/product_detail/cutlec-contactor-and-recharger-chambers/161/339/l:eng Armtec]
*[https://armtec.com/stormwater-management/cultec-stormwater-chambers/ Armtec]
*[http://echelonenvironmental.ca/stormwater/stormwater-storage/ Echelon]
*[http://echelonenvironmental.ca/stormwater/stormwater-storage/ Echelon]
*[http://cultec.com/products/contactor-recharger-stormwater-chambers/ Cultec]
*[http://cultec.com/products/contactor-recharger-stormwater-chambers/ Cultec]
*[http://www.tritonsws.com/ Triton]
*[http://www.tritonsws.com/ Triton]
*[https://www.makeway.ca/ Make-Way Environmental Technologies Inc.]
*[https://www.makeway.ca/ Make-Way Environmental Technologies Inc.]
*[https://www.prinsco.com/prinsco-markets/products/hydrostor-chamber/ Prinsco]
*[http://stormchambers.com/ NDS Stormchambers]
===Concrete chambers===
===Concrete chambers===