Original source · versioned page text
Planning-report-12 Figbird Court 1 Dec 2021 Final
Very large file: it may take a few minutes
The original of this document is very large (11.3 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Performance outcomes Acceptable outcomes Response
Waterways and wetlands
and which will not adversely impact on
the biodiversity and ecosystem values
of the waterway and the riparian area.
4.2.4 Regional Infrastructure Overlay – Area subject to Water resource catchment
and Water supply buffer area
Table 8.2.9.3 Criteria for assessable development – Water Resources
Performance outcomes Acceptable outcomes Response
Water catchment
PO1 PO1
Development does not cause No acceptable outcomes provided The proposed development is part
adverse effects on: located within the Water resource
catchment and the Water supply
buffer areas.
1. the quality and quantity of
water entering Lake
Macdonald, Cedar Pocket
Dam or its tributaries, or the
Mary River drinking water
intake;
2. flow regimes, flooding levels or
flood volumes outside the
boundaries of the site; and
3. the environmental values, land
resources and natural systems
in these catchments.
Editor’s Notes— The proposed development is a
Requirements relating to water modest 146.74 SQM three-bedroom
quality, stormwater management extension to an existing dwelling
and effluent disposal are house to allow the existing 82.4
contained in the Water Quality and SQM two-bedroom dwelling to be
Drainage Code in Part 9. used as a secondary dwelling.
The proposed development will be
Requirements relating to
connected to the existing 10 EP
excavation and filling are Advanced secondary effluent HSTP
contained in the Earthworks and treated waste water will be
Code in Part 9. pumped to a new surface irrigation
area outside the Lake Macdonald
Requirements relating to flooding catchment.
and environment protection and
waterways management are Surface water and roof drainage is
planned to be discharged to a legal
contained in the Flood Hazard
point of discharge via a rubble pit.
Overlay Code and the Biodiversity,
Waterways and Wetlands Overlay No new driveway areas are
Code in Part 8. proposed and driveway drainage is
diverted away from the Water
resource catchment and the Water
supply buffer areas.
DA forms guide: Planning report template | July 2017 Page 18 of 48
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.