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Attachment 6 - Stormwater Management Plan and Engineering Response. · MCU23/0078

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Original PDF page 92, section 1. The text section number identifies this passage in the reader.

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
                                             equivalent persons, the design of the
                                             system achieves a low to medium risk
                                             classification in accordance with
                                             Seqwater’s Land Use Risk Tool for
                                             onsite sewerage facilities.
                                                                                     N/A
PO17
Development ensures that:                     AO17
(a) the discharge of wastewater to a          No acceptable outcome is prescribed.
      waterway or external to the site is
      avoided; or
(b) if the discharge cannot practicably be
      avoided, the development minimises
      wastewater discharge through re-
      use, recycling, recovery and
      treatment.

Note—The preparation of a wastewater
management plan can assist in
demonstrating achievement of this
performance outcome.
Editor’s note—This code does not deal
with sewerage which is the subject of
the Wastewater code.




1.  Solution: PO = Performance Outcome
                A/O = Acceptable Outcome
                N/A = Not applicable to this proposal
Noosa Civic Village Mixed Use Development, Noosaville

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