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Reference Documents - MCU23 0058 (As Published)
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Flood Hazard Overlay Code
Table 3-1l: Criteria for assessable development (Source: Table 8.2.6.3 Flood Hazard Overlay Code, Noosa Shire Council PSP)
Performance outcomes Acceptable outcomes Performance solution / notes
Floodplain protection, immunity and safety - for development areas
PO1 AO1 AO1 satisfied.
Development provides that for all flood events up The finished flood level is not less than the minimum
to and including the DFE: design levels specified in Table 8.2.6.4
a) the safety of people on the site is protected;
and
b) the risk of damage to property on the site is
avoided or minimised as far as practicable.
PO2 AO2 AO2 satisfied.
All lots have sufficient area that is The minimum area above flood level (flood free
above the DFE flood level or where modelling is not area) for each lot, is in accordance with Table 8.2.6.5.
available, the highest recorded flood level, to safely
and adequately accommodate the intended use.
PO3 AO3 Performance solution proposed:
For reconfiguring a lot or operational works, Development areas are not filled to reduce flood • Fill is provided to achieve minimum floor level
development is undertaken in a manner that risk. of 109.230, satisfying performance objective
ensures: PO1.
a) natural hydrological systems are protected • Terracing is stabilised with retaining walls to
from erosion, scour or flood damage on the protect the proposed development from
premises or other premises; erosion, scour or flood damage.
b) natural landforms and drainage lines are • Existing swales that are impacted by the
maintained to protect the hydraulic extent of proposed are re-established at the
performance of waterways and flood plain; site to maintain drainage lines at the site.
and • Extent of fill is minimised, balancing the need
c) development integrates with the natural to meet other performance objectives
landform rather than modifying the described in the flood hazard overlay. The
landform to suit the development as far as proposed increase in fill footprint is
practicable. approximately < 20% and is minor in
comparison to the overall floodplain area.
Resilient building design and form
PO6 works AO6.1 Building incorporates screening beneath the
Development ensures that building design Buildings are designed to integrate well with the gymnasium that does not impede flood flows,
and building form: street level and the levels of adjoining properties to meeting AO6.2. Performance Objective PO6
a) accounts for potential flood risk; facilitate pedestrian flows and visual and physical satisfied.
b) is resilient to flood events; and connectivity between the footpath and ground
a) maintains a functional and attractive street floors.
address appropriate to the intended use.
AO6.2
Buildings incorporate appropriate screening to
ensure that any under-storey is not visible from the
street, where such screening does not impede flood
water flows.
AO6.3
Residential buildings minimise risk from flooding by
providing parking and other low intensive, non-
habitable uses at ground level, rather than habitable
uses.
AO6.4
Non-residential buildings and structures are
oriented to the street by activating the
street 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 are
designed to drain and function safely during 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.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
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