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Referenced Document - MCU30/0030 · MCU13/0030
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RAINWATER TANKS
ISSUES PROCEDURES
,
Design Phase
Objective Ensure that rainwater tanks have sufficient water capacity to supply potable
needs.
Ensure that stormwater storage tanks have sufficient water capacity to supply
non-potable needs.
Actions The Consulting Engineer is to ensure that:
. Tanks are sized in accordance with this Integrated Water Management
Plan.
.
Appropriate first flush diversion systems are installed on tanks
. Rainwater tanks are installed with stainless steel mesh guards on any
inlet and exit points
. Tank overflows are to a stabilised point to prevent erosion
. Tanks are fitted with an appropriate top up system, to allow
supplementary potable water supply once tanks reach 10% capacity.
There should be a suitable ’air-gap’ provided between the top water
supply level in the tank and the supplementary supply to prevent
backflow.
Monitoring Developer is to review the Works Plans and Building Plans.
Reporting Works Plans and Building Plans are to be provided to consultants, developer
and contractor.
Incidents The Rainwater Tanks are not approved according to submitted plans.
Corrective Actions The Consultant will redesign the Rainwater Tank system to address any
concerns.
Major changes will require further Stormwater Quality Management Modelling.
- .
"
Construction Phase ’.
Objective The Contractor will install the Rainwater Tank system to ensure non potable
supply.
Actions Builder to install tanks as part of construction and connect to the roof or
stormwater drainage system when the building and access roads / carparks
are complete.
. Builder to install tanks in accordance with manufacturer’s
specifications.
. Plumber to connect tank in accordance with applicable
Plumbing/Building Codes.
. Plumber to connect tank overflow to the Bioretention system or to a
location that that will not cause excessive erosion.
Monitoring Council to review Plumbing application for tank installation from a certified
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