Council archive · source document
2017-07-04_Request Extension to Currency Period_FINAL · 152006.1999.2
Attached to the e-mail Request for Extension to Currency Period - 152006.1999.2 - 191 Hollett Rd, Noosaville.
Specific Outcomes Probable Solutions Comments
b) allow only minor, short term and are available—not less than the A dwelling house on each lot will
infrequent flooding of non-habitable specified level; need to comply with relevant
areas; b) for areas where flood modelling is freeboard and habitable floor levels
c) ensure carparking areas can be available—a minimum of 300mm requirements (if necessitated) as
adequately drained; above the modelled flood level; and part of subsequent building works
d) ensure drainage does not adversely c) for areas where flood modelling is not application approval process in
impact upon other premises; and available, a minimum of 300mm accordance with QDC, BCA and
e) ensure filling or excavation does not above the highest known flood level; Council’s requirements at the time
adversely impact upon other premises AND of lodgement.
by— S11.2 Where Council infrastructure is
i. causing ponding of available—
water on the site or a) any drainage (from buildings and
nearby land; land) flows to that infrastructure; and
ii. increasing flooding, b) the infrastructure has the capacity to
which adversely affects accept any additional loading;
the safety or use of any AND
land upstream and S11.3 For Residential Uses—
downstream; and a) where slab on ground construction is
iii. adversely affecting the used, filling does not extend more than
flow of water in any 1m beyond the building footprint and
overland flow path. access to car parking areas, measured
from outer walls of the building; or
b) the design consists of a suspended
floor construction;
AND
S11.4 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; or
S11.5 Basements for residential uses
have flood immunity above the 1% AEP
defined flood event where alternative
means to mechanical pumping are used
to achieve such immunity; or
S11.6 Basements for non-residential
uses have flood immunity above the 1%
AEP defined flood event that may be
achieved by means of mechanical
pumping where the mechanical feature
is installed with adequate holding tanks
and an alternative back up power
source.
Sloping sites S12.1 Buildings are of split level design O12 - Not Applicable. The site is not
O12 On sloping sites, buildings and that step down the slope or have subject to steep land.
structures are designed to maximise the suspended floor construction;
use of natural slope and minimise the AND
need for cut and fill. S12.2 Cut or fill is less than 2m in depth
relative to natural ground surface;
AND
S12.3 The distance between the ground
and the lowest part of the floor of the
building does not exceed 3m.
Roof form S13.1 Except for the Business Centre S13.1 & S13.2 - A dwelling house on
O13 Roof forms— Zone, the main roof of the building has a each lot will need to comply with
JFP Ref: M1775 REV. A Page 12
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
2017-07-04_Request Extension to Currency Period_FINAL.pdfRelated documentApplication case desk ↗
About this file
- File size
- 880 KB (small file)
- File type
No other editions are linked here.