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Planning Report 60669
Attached to the e-mail Reconfiguration of a Lot (1 Lot into 4 Lots) - RAL17/0504.
f) Precinct E4- 0.6;
g) Precinct E5- 0.6
h) Precinct E6- 0.6;
i) Precinct E7- 0.6;
j) Precinct RES- 0.6; and
k) Precinct REC/MU- 0.1.
Flooding and drainage S17.1 For new buildings or structures or additions Not applicable.
O17 Buildings and other works are designed of more than 50m2 gross floor area to an existing
and sited to— building or structure, floor levels for habitable rooms The proposed development comprises the reconfiguration of a lot and
a) provide flood free access to are not less than the specified minimum floor levels; does not propose any buildings at this stage. For comments on
premises and flood free habitable flooding, please refer to the Engineering Report prepared by Tod
areas; AND Consulting and attached at Appendix D of this report.
b) allow only minor, short term and
infrequent flooding of non-habitable S17.2 Where Council infrastructure is available—
areas; a) any drainage (including buildings and
c) ensure carparking areas can be yards) flows to that infrastructure; and
adequately drained; b) the infrastructure has the capacity to
d) ensure drainage does not adversely accept any additional loading;
impact upon other premises; and
e) ensure filling or excavation does not AND
adversely impact upon other
premises by— i. causing ponding on S17.3 For Residential Uses—
the site or nearby land; c) where slab on ground construction is used,
i. increasing flooding, which filling does not extend more than 1m
adversely affects the safety or beyond the building footprint and access to
use of any land upstream and car parking areas, measured from the
downstream; and outer walls of the building; or
ii. adversely affecting the flow of d) the design consists of a suspended floor
water in any overland flow path. construction;
AND
S17.4 Car parking and maneuvering areas are
constructed at a level that permits the parking area
to drain from the site by gravity means, without the
need for mechanical pumping;
AND
S17.5 Basements for residential uses have flood
immunity above the Q100 where alternative means
to mechanical pumping are used to achieve such
immunity; or
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