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2019-10-08 Planning & Environment Committee Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 8 OCTOBER 2019
a. The flood detention function is to be completely removed from the bioretention
device and the downstream detention tank increased in size to fully serve the
required detention function. Retaining walls surrounding the bioretention device
are to be reduced in height so that amenity, accessibility and light penetration
are improved; and
b. Revised detention tank design calculations and documentation is to be provided
which identifies all assumptions and the methodology applied in deriving the
tank design and which is based on the recommendations of Australian Rainfall
and Runoff 2019 and QUDM 2017. Ensemble temporal patterns are to be
utilised for the analysis as well as the current rainfall intensities recommended
by Bureau of Meteorology. The detention tank is to either achieve non-
worsening for the range of durations relevant to the downstream drainage
network or is to demonstrate flows are consistent with the design of the
network.
48. Bioretention devices are to be designed in accordance with the Bioretention
Technical Design Guidelines (Water by Design, 2012), and IPWEQA Standard
Drawing No. WSUD-001 and are to be provided with a free-draining outlet from the
sub-soil drainage system.
49. Permanent educational signage must be erected to educate the public about the
function of the bioretention device(s). The dimensions, standard, presentation and
location of the educational signage must be in accordance with an Operational Works
approval.
50. All stormwater quality treatment devices must be maintained in accordance with the
Water by Design (2009) Maintaining Vegetated Stormwater Assets (Version 1).
Records of all maintenance activities undertaken must be kept and made available to
Council upon request.
51. Any proposed Community Management Statement required for the development
must include Water by Design (2009) Maintaining Vegetated Stormwater Assets
(Version 1) and must include the full cost of maintaining the system in accordance
with Water by Design (2009) Maintaining Vegetated Stormwater Assets (Version 1).
The cost of maintaining the system must be included in the proposed levies for each
shed owner.
Acid Sulfate Soils
52. All works must be carried out in accordance with an Acid Sulfate Soil and
Groundwater Management Plan for the development prepared by a suitably qualified
person and referenced in a Development Permit for Operational Works. The Acid
Sulfate Soil and Groundwater Management Plan submitted with the application for
Operational Works must detail:
a. Management necessary for the proposed filling to avoid any impacts of the
Potential Acid Sulfate Soils identified on the site – in particular impacts related
to compacting Acid Sulfate Soils into the groundwater table and releasing water
contaminants;
b. design measures necessary to prevent any oxidation of the potential acid
sulfate soils or transfer of acid sulfate soil leachates via dewatering of
groundwater through underground pipe bedding material;
c. Any other matters necessary to prevent the oxidation of potential acid sulfate
soils or release of Acid Sulfate Soil related water contaminants.
53. All waters, including stormwater runoff, groundwater seepage and leachate from acid
sulfate soils must be suitable for the downstream environment prior to release from
the site.
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