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Part B - Attachments A to D
Attached to the e-mail Other Change Application – 132002.220285.5.
Specific Outcome Probable Solution Response
quality and quantity treatment and the Water by Design Bio retention Technical See Attachment G – Hydraulic Services Plan for more
infrastructure including, where Design Guideline. detail.
relevant, bio retention basin batters
and maintenance access, without the
need for retaining walls.
O9 Stormwater conveyance channels use S9.1 Landscape and ecological features (e.g. plant species R9 Complies
natural channel design principles to and habitat types) used in stormwater conveyance
convey external catchment channels are complementary to the local context, The proposed development will utilise existing bio-retention
stormwater through the development including natural waterways; basins for drainage, as well as the proposed drainage
site and support landscape, passive connection to the shopping centre.
AND
recreation and ecological values. See Attachment G – Hydraulic Services Plan for more
S9.2 Planting densities result in a stable channel over the detail.
long term and minimize potential for invasive weed
growth.
O10 Development design and operation S10.1 Methods to prevent gross pollutants entering R10.1 Complies
facilitates nil increase in gross stormwater systems and waterways are adopted
pollutants entering stormwater that— The proposed development will utilise existing bio-retention
systems basins for drainage, as well as the proposed drainage
a) are low maintenance; connection to the shopping centre.
b) prevent nutrient leaching in the event scheduled See Attachment G – Hydraulic Services Plan for more
maintenance is delayed; detail.
and
c) facilitate human behaviour change (e.g. signage,
bins).
December 2017 Cardno 3
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