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Appendix I - Stormwater Management Plan
Attached to the e-mail MCU14/0083 Appendices.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnComponents of any
proposes treatment
train or technology
The components of any proposed the treatment train Maintenance Overview
or technology, including a gully pit basket upstream
of a radial flow cartridge filtration system, must The primary purpose of the Stormwater Treatment Train is to
be evaluated for a range of pollutants and these filter out and prevent pollutants from entering our waterways.
Like any effective filtration system, periodically these
performance expectations must comply with current
pollutants must be removed to restore the system to its full
best practice guidelines, i.e. Water by Design "MUSIC efficiency and effectiveness.
Modeling Guidelines version 1.0 2010" for South
East Queensland.
aintenance requirements and frequency are
M
In short, the performance evaluation of any system dependent on the pollutant load characteristics
must show: of each site. Maintenance must be performed
in accordance with the Treatment Trains
1 Any reduction efficiencies are justified by rigorous
Operation and Maintenance Guidelines.
scientific testing as determined by an independent
peer reviewer and the results further peer reviewed and
published in a credible scientific journal. Any potential
or perceived conflicts of interest should be disclosed
within the published article.
2 Published article providing insight into the pollutant
composition (e.g. soluble vs particulate for nitrogen)
and the mean concentration of inflow and outflow to
compare to local and or regional conditions.
3 Performance evaluation undertaken in dry weather
conditions or a method to take into account any
potential leaching of nutrients that may occur in
the system(s).
4 Evaluation is conducted using full-scale systems
with details of treatable flow rates sampled and how
they correlate to discrete removal efficiencies and
comparisons to the designed treatable flow rates of
the device. A comparison should also be made to the
climatic conditions especially where un-restricted filters
are used.
Stormwater360 Operations and maintenance 3
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