Attachment 5 - Servicability Report.pdf

NOOSA CITY PLAN - WATER QUALITY AND DRAINAGE CODE                                                                                              Job Ref No.: 22159
Performance Outcomes and Acceptable Solution

Table 9.4.8.3 – CRITERIA FOR ASSESSMENT

PO13                                      AO13.1                                       PO   The stormwater discharge from the site will remain
Development is designed and               The location and form of stormwater               generally as per existing conditions.
constructed to maintain surface and       discharge points do not alter the pre-
ground water balances that sustain the    development hydrology of receiving surface
environmental values of water             water or groundwater.
dependent ecosystems, including
downstream aquatic, riparian, wetland     AO13.2
and terrestrial ecosystems.               Developments located on groundwater
                                          recharge or discharge areas are designed
                                          and managed in accordance with a
                                          groundwater recharge and discharge
                                          management plan prepared by a suitably
                                          experienced and qualified groundwater
                                          hydrologist. The groundwater recharge or
                                          discharge must demonstrate that the
                                          development does not affect groundwater
                                          balances beyond the property boundaries.

                                          Editor's Note—PSP6 Engineering Design
                                          Standards Roads, drainage and earthworks
                                          provides guidance on prepare a
                                          groundwater recharge and discharge plan.

Construction and establishment of                                                           A comprehensive erosion and sediment control plan
stormwater management systems             AO14.1                                       PO   will be developed at the detailed design phase of the
                                          An erosion and sediment control plan              project, and meet councils requirements.
PO14                                      prepared in accordance with the
Construction methods provide for          International Erosion Control Association
appropriate controls to avoid entry and   Best Practice Books demonstrates that the
transport of litter, sediment, and        capture and release of stormwater
associated prescribed water               achieves the design objectives listed in
contaminants into receiving waters.       Table A: Construction phase – stormwater
                                          management design objectives of the State
1.  Solution: PO = Performance Outcome
                A/O = Acceptable Outcome
                N/A = Not applicable to this proposal
Noosa Civic Village Mixed Use Development, Noosaville