Original source · versioned page text
OPW052025 Report - Part 2
Attached to the e-mail Operational Works Application OPW25/0093 - OPW Report Part 2 _May 2025 - 146 Middle Creek Road_ Federal - Email 2 of 2.
Very large file (17.0 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Stormwater quality and protection of receiving waters Table 9.4.8.3 Criteria for assessment (part)
Performance Outcomes Acceptable Outcomes Response
Stormwater quality and protection of receiving waters
PO6 AO6.1 The proposed driveway follows an existing track located
Development is located, designed, constructed and operated to Stormwater runoff discharging into High Ecological Value waters through the allotment and all existing stormwater flow
protect and enhance environmental values and water quality of as a result of development causes no increase in gross pollutants, regimes will remain in place.
waterways, wetlands, lakes, ground waters and drainage total suspended solids, total phosphorous or total nitrogen Performance Outcome PO6 and Acceptable Outcomes
systems. compared to a pre-development scenario. AO6.1, AO6.2 and AO6.3 can be met.
AND
Editor’s note: Environmental values of waters and water quality
objectives are prescribed in Schedule 1 of the Environmental AO6.2
Protection (Water) Policy 2009 and are identified on the State All stormwater runoff is treated to achieve maximum removal of
Planning Policy Interactive Mapping System. nutrients, gross pollutants and suspended solids as determined
by cost to efficiency ratios. (e.g. bioretention basins must be sized
to achieve at least 80% reduction in total suspended solids, 60%
reduction in total phosphorous, 45% reduction in total nitrogen
and 90% reduction in gross pollutants >5mm).
OR
AO6.3
Developments achieve a minimum 3 drop rating consistent with
the Water by Design Living Waterways Scoring Guide (Healthy
Land and Water).
Editor’s note— PSP6 Engineering Design Standards - Roads,
Drainage and Earthworks provides guidance on stormwater
design and modelling requirements.
PO7 AO7.1
Water quality treatment systems use natural processes and Water quality treatment systems are designed to be integrated The proposed driveway follows an existing track located
materials, whenever possible, and are integrated into into the landscape consistent with the technical design guideline through the allotment and all existing stormwater flow
development to enhance biodiversity and landscape benefits. published by Healthy Land and Water Water by Design for the regimes will remain in place.
feature. (eg. For Bioretention Basins: Bioretention Technical Performance Outcome PO7 and Acceptable Outcomes
Design Guidelines (October 2014) and for Wetland Systems the AO7.1 can be met.
Wetland Technical Design Guideline (May 2017).
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
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.