Attachment 5 - Servicability Report · MCU23/0078

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


PO16                                      AO16
On-site effluent treatment and disposal   An onsite effluent system and disposal
systems are designed, constructed and     area is:                                    N/A
managed to not comprise the                   (a) not located on a slope greater
environmental values of waters and                 than 1 in (10%)
water quality objectives.                     (b) not located at or below the 1%
                                                   annual exceedance probability
Note—Prescribed water contaminants                 (AEP flood event);
are defined in the Environmental              (c) Not located within a riparian
Protection Act 1994.                               buffer area mapped on a
                                                   Biodiversity, Waterways and
Note—Compliance with the performance               Wetlands Overlay Map; and
outcome should be demonstrated by the         (d) Setback 400 metres minimum
submission of a site-based stormwater              from the full supply level of
management plan for high-risk                      Lake Macdonald.
development only.
                                          Editor’s Note—The Plumbing and
                                          Drainage Act 2003 sets out
                                          requirements for onsite effluent
                                          treatment and disposal. The
                                          Queensland Plumbing and Wastewater
                                          Code and associated guidelines are
                                          used to confirm the suitability of each
                                          site to accommodate an onsite
                                          sewerage facility; or where a centrally
                                          located group collection treatment
                                          system is proposed, confirmation as to
                                          the suitability of the designated site to
                                          accommodate the onsite sewerage
                                          facility. Additionally, where the
                                          combined total peak design capacity of
                                          effluent treatment is less than 21
1.  Solution: PO = Performance Outcome
                A/O = Acceptable Outcome
                N/A = Not applicable to this proposal
Noosa Civic Village Mixed Use Development, Noosaville