Original source · versioned page text
Appendix J - Civil Engineering Report and SBSMP.pdf
Noosa Shire Council – The Noosa Plan 2020
Water Quality and Drainage Code
Performance Criteria and Acceptable Solutions
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES COMMENTS
AO15
Wastewater management and effluent disposal
Wastewater (non-sewage) generated from the
PO15
development is collected and contained on-site, and is:
Development does not discharge wastewater unless it
can be demonstrated to not compromise environmental
1. lawfully disposed to sewer; or
values of waters and water quality objectives
2. transferred off-site for treatment/disposal to
an appropriately licenced facility;
3. reused on-site in a closed-cycle irrigation
scheme, industrial processes, washing or
cleaning or other purpose; or
4. treated to meet the drinking water supply
environmental values prior to release.
PO16 AO16
On-site effluent treatment and disposal systems are An onsite effluent system and disposal area is:
designed, constructed and managed to not compromise
the environmental values of waters and water quality 1. not located on a slope greater than 1 in
objectives. (10%);
2. not located at or below the 1% annual
exceedance probability (AEP flood event);
3. not located within a riparian buffer
area mapped on a Biodiversity, Waterways
and Wetlands Overlay Map; and
4. setback 400 metres minimum from the full
supply level of Lake Macdonald.
Page 11 of 11
June 2021
Preview the original
The page text is free to read. Previews and downloads of original files need an account.
Log in to previewLog in to download the original (Appendix J - Civil Engineering Report and SBSMP.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.