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Attachment 3 -C_ Planning Scheme Assessment
Appendix C
Assessment Against the Planning Scheme – Flood Hazard Overlay Code
PO5 AO5
For reconfiguring a lot or In the Flood Hazard Overlay, or in areas Not applicable – the development application does
operational works, development otherwise determined to be subject to the DFE not propose to reconfigure a lot
does not directly, indirectly or or DSTE, development ensures:
cumulatively alter the flood
characteristics external to the (a) there is no loss of on-site flood storage
development site for all flooding capacity;
and inundation events up to and (b) all changes to level, depth, duration and
including the DFE or DSTE based velocity of floodwaters are contained within
on: the site for all flood events up to and
including the DFE based on current climate
(a) current climate conditions; and predicted impacts of climate change at
and 2100;
(b) incorporating an appropriate (c) there is no acceleration or retardation of
allowance for the predicted flows, or any retardation in flood warning
impacts of climate change. times, elsewhere on the floodplain and to
any overland flow paths; and
(d) there is no increased stormwater ponding
on sites upstream, downstream or in the
general vicinity of the site.
Resilient building design and form
PO6 AO6
Development ensures that Buildings are designed to integrate well with the Complies – the proposed building has split level
building design and building form: street level and the levels of adjoining properties design so that existing ground levels are maintained
(a) accounts for potential flood to facilitate pedestrian flows and visual and along the site’s frontage to Hilton Terrace and up to
risk; physical connectivity between the footpath and the pedestrian access into the main entrance of
(b) is resilient to flood events; ground floors. each proposed dwelling.
and
(c) maintains a functional and AO6.2
attractive street address Buildings incorporate appropriate screening to Complies – the proposed building has split level
appropriate to the intended ensure that any under-storey is not visible from design so that existing ground levels are maintained
use. the street, where such screening does not along the site’s frontage to Hilton terrace and the
impede flood water flows. enclosed garages provide an appropriate screen.
AO6.3
Residential buildings minimise risk from flooding Complies – the proposed building has split level
by providing parking and other low intensive, design so that existing ground levels are maintained
non-habitable uses at ground level, rather than along the site’s frontage to Hilton terrace and up to
habitable uses. the pedestrian access into the main entrance of
each proposed dwelling.
AO6.4
Non-residential buildings and structures are Not applicable – the development application
oriented to the street by activating the street proposes residential buildings.
frontage with appropriate uses and urban design
treatments such as recessed wall treatments,
screening or landscaping, whilst allowing for flow
through of flood waters on the ground floor.
Editor's Note— The use of flood resilient
building materials is also encouraged for building
works up to the probable maximum flood to
reduce the consequences of flooding.
AO6.5
Basements and underground car parking areas Complies – refer to the stormwater management
are designed to drain and function safely during plan by Arcos in Appendix C.
a flood event and power failure.
Editor's note—Basements should have flood
immunity above the 1%AEP defined flood event
with alternative means to mechanical pumping
used to achieve such immunity.
Disaster management
PO7 AO7.1
Development supports, and does Development is located to support self- Complies – the site is not subject to flash local
not unduly burden, disaster evacuation of people and ensure sufficient flooding to an extent that there is insufficient warning
management response or warning time for the nature of the use. for such a residential use noting all habitable floor
recovery capacity or capabilities. levels are above the peak of the DFE. The
contribution that tidal influences may have are
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