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Original PDF page 62, section 1. The text section number identifies this passage in the reader.
(v) the development is for the infrastructure
identified on the planning scheme maps;
and
(c) achieving flood immunity for the development
minimises physical alteration to the floodplain.
Flood and Storm Tide Inundation Immunity and Safety – Development Siting and Design
P03 A03.1 Finished floor levels proposed are the maximum of the
Development provides that for all flood and storm tide Finished surface and floor levels of urban lots, and 1% (2100) AEP + 0.3m freeboard or the PMF flood
inundation events up to and including the DFE and buildings and infrastructure comply with the flood level. This ensures if a PMF event were to occur
DSTE:- immunity requirements specified in Table 8.2.7.3.3 residents would have a safe refuge within their own
(a) the safety of people on the site is protected; and (Flood levels and flood immunity requirements for home. Lot 8 has existing flood free access to
(b) the risk of damage to property on the site is development and infrastructure). Glenridge Road in the PMF event, where refuge could
avoided or minimised as far as practicable. Note—the finished surface levels referred to in Table be achieved.
8.2.7.3.3 relate to regional/riverine flooding and do not
override the freeboard requirements for smaller
catchments and local drainage specified in QUDM
which continue to apply for local area flooding
(overland flow paths and roads)/master drainage plans.
A03.2 Building envelopes proposed will be flood free with
A lot in the Rural residential zone has a building minimum levels proposed are the maximum of the 1%
envelope or development footprint at least 1,000m² in (2100) AEP + 0.3m freeboard or the PMF flood level.
area that is generally rectangular in shape and has a
finished surface level that complies with the criteria for
residential development in Table 8.2.7.3.3.
A03.3 Not Applicable
A lot in the Rural zone has a building envelope or
development footprint at least 3,000m2 in area that is
generally rectangular in shape and has a finished
surface level
that complies with the criteria for residential
development in Table 8.2.7.3.3.
P04 A04 Finished floor levels proposed are the maximum of the
Development does not compromise the safety of Development provides an effective evacuation route 1% (2100) AEP + 0.3m freeboard or the PMF flood
people resulting from the residual flood or storm tide that remains passable, with sufficient flood warning level. This ensures if a PMF event were to occur
inundation risk associated with events exceeding the time, to enable people to progressively evacuate to residents would have a safe refuge within their own
DFE or DSTE, up to and including the probable areas above the PMF or PMST in the face of home. Lot 8 has existing flood free access to
maximum flood (PMF) or probable maximum storm tide advancing flood or storm tide waters for events Glenridge Road in the PMF event, where refuge could
(PMST). exceeding the DFE or DSTE. be achieved.
OR
Development incorporates building floor levels or
surface levels within each lot, as adequate safe
refuges, that are above the PMF or PMST.
Building Design and Built Form
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