Original source · versioned page text
2022-02-17 Ordinary Meeting Minutes
Text sections have not been matched to the original PDF pages. Use the original document to check page numbers.
ORDINARY MEETING MINUTES 17 FEBRUARY 2022
Water Sensitive Design
105. The active filter media of the bioretention device must be 27m². Active filter media
area is the area of the bioretention basin surface that is not covered by any
impermeable structure such as a sediment forebay, riser, etc.
106. During construction and establishment of the bioretention devices, the supervising
RPEQ must certify forms contained in section 3.15 of the Construction and
Establishment Guidelines: Swales, Bioretention Systems and Wetlands (Water by
Design, 2009). These forms and certification must be submitted to council prior to
the sealing of the survey plan.
107. A construction hold point with a council delegate must be established once the
bioretention device underdrainage pipe work is installed. At the time of inspection,
a sample of the drainage layer, transition layer, and filtration media materials must
be stockpiled onsite accompanied by laboratory results that demonstrate that the
media complies with the specifications contained in the latest version of the
Guidelines for Soil Filter Media in Bioretention Systems (Facility for Advancing
Water Biofiltration) and that the minimum hydraulic conductivity of 180mm/hr or as
specified on the approved engineering plans will be achieved. The drainage layer,
transition layer, and filtration media materials shall not be installed until the
catchment draining to the bioretention device has 80% groundcover as determined
by council’s delegate.
108. Eighty percent (80%) of the catchment flowing to the bioretention basin must be
effectively stabilised prior to the construction holdpoint for the Bioretention device.
109. Prior to the release of the plan of survey, the supervising RPEQ must certify must
certify that all hardstand areas of the development drain to a bioretention device
designed and constructed in accordance with all relevant conditions of this
approval, the Water by Design Bioretention Technical Design Guidelines, relevant
aspects of the IPWEAQ Standard Drawing WSUD-drawing series and
Construction and Establishment Guidelines: Swales, Bioretention Systems and
Wetlands (Water by Design, 2009).
Bioretention Devices - Landscaping
110. Landscape plans must include a mixture of at least five of the following species for
planting in the bioretention basin extended detention surface at a minimum density
of 8 plants/m2:
a. Carex appressa
b. Carex fascicularis
c. Ficinia nodosa
d. Juncus usitatis
e. Lomandra longifolia
f. Ghania sieberiana
111. Landscape plans for the areas surrounding the bioretention basin filter media
footprint must be arranged to minimise shading to the filter media footprint are.
Suitable plants include the following:
a. Cared appressa
b. Carex fascicularis
c. Ficinia nodosa
d. Juncus usitatis
e. Lomandra longifolia
f. Ghania sieberiana
g. Banksia robur
h. Dianella brevipendunculata
i. Themada triandra
Page 27 of 33
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.