Original source · versioned page text
Appendix B- SWMP
Water Quality and Drainage Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
Stormwater Drainage Design
PO1 AO1 RO1
The development and its stormwater A stormwater management plan is prepared The proposal complies. Refer to the
management system is planned and consistent with PSP6 Engineering Design Site Based Stormwater Management
designed having regard to: Standards - Roads, drainage and earthworks. Plan (SBSMP) report prepared by
(a) the natural features of the site; MCE.
(b) the need to avoid impacts and potential
risks to ecologically important areas;
(c) the likely effectiveness of erosion and
sediment control and stormwater
drainage measures during rainfall
events during and post construction;
and
(d) the need to protect environmental
values and water quality of receiving
waters both during and post
construction
PO2 AO2.1 RO2.1
Stormwater drainage infrastructure is Stormwater drainage planning, design and The proposal complies. All stormwater
planned, designed and construction is in accordance with PSP6 design will comply with the PSP6
Engineering Design Standards –
constructed to:
(a) incorporate allowance for increased
Engineering Design Standards - Roads,
drainage and earthworks and the latest version
Roads, drainage and earthworks and
flood risk and tidal inundation through of the Queensland Urban Drainage Design the latest version of the Queensland
pipework as a result of cilmate change Manual. Urban Drainage Design Manual.
and sea level rise; AO2.2 RO2.2
(b) ensure the development is adequately The stormwater drainage system connects to a Refer to the SBSMP prepared by
drained; and lawful point of discharge in accordance with MCE for the lawful point of discharge.
(c) ensure stormwater is managed and PSP6 Engineering Design Standards - Roads,
lawfully discharged without altering drainage and earthworks
stormwater drainage characteristics AO2.3 RO2.3
external to the site. Stormwater flows discharging from the The proposal complies. Above ground
development are demonstrated to be detention tanks will be utilised to
consistent with pre-development mitigate flows prior to discharge to the
characteristics. legal point of discharge. Refer to the
SBSMP prepared by MCE.
1
Solution: Acceptable Solution Page 1 of 10
A/S Alternative Solution D:\JOBS\23-Jobs\23098 - 5 Pearl Street, Cooroy\Civil\Reports\SBSMP\Working\Appendices\NSC Water Quality and Drainage Code 2020.docx
N/A Not applicable to this proposal Job: 23098
Rev: 0
Site Address: 5 Pearl Street, Cooroy 22/09/2023
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