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Appendix D - Engineering Report
Table 5: Water Quality and Drainage Code – Criteria Assessment
Performance Outcome Project Outcome
Stormwater drainage design
A stormwater management plan has been included in the
engineering report. This plan includes details on the existing
PO1 and proposed stormwater drainage infrastructure, existing
stormwater management areas, sediment and erosion
control measures and receiving waterways.
Stormwater drainage will be designed to comply with
Queensland Urban Drainage Manual (QUDM) and Noosa
Shire Council minimum standards.
Approved development works for the Golf Resort and Spa
included an internal drainage network designed and
PO2 constructed to convey stormwater runoff from the site to a
tributary of Lake Weyba (legal point of discharge) via
stormwater infrastructure.
It is proposed that the existing network is used where
possible. Upgrades to this network will be undertaken as
required.
Stormwater drainage will be designed to comply with
PO3 Queensland Urban Drainage Manual (QUDM) and Noosa
Shire Council minimum standards.
Existing stormwater infrastructure will be utilised where
possible.
The existing/proposed drainage network will be privately
PO4 owned and maintained.
The existing drainage network has direct connection to the
receiving waterway (Legal Point of Discharge). No drainage
easements are required or proposed.
Stormwater drainage does not cross any waterways,
PO5 wetlands, drainage lines and ecologically important areas. It
is proposed to utilise existing pipework where possible.
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