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MCU16/0079 Town Planning Report
Town Planning Report
“Undefined Use”
Staged Extension & Refurbishment of Existing RSL Club
5 Memorial Ave, Tewantin QLD 4565
Lot 3 on T16319 and Lot 10 on SP273411
Erosion and Sediment Control Code (Division 15)
Table 14-53 —Erosion and sediment control
Column 1 Column 2
Compliance
Specific Outcomes Probable solutions (if code assessable)
14.125 Effects of works
Erosion and sediment control S1.1 Site disturbance is limited to building areas, their Complies with the Probable Solutions – During the construction of
O1 Development minimises erosion and transport of surrounds and other use areas; the development, where possible site disturbance will be limited to the
sediments off-site. AND staged development area. During constriction, appropriate sediment
S1.2 Sediment barriers are provided throughout and and erosion control measures will be implemented to reduce any
downslope of disturbed areas to prevent sediment sediment tracking to the road and reduce dust nuisance.
washing into gutters, drains and watercourses either on
or off the site;
AND
S1.3 All stockpiles including sand, soil or building
materials are within the premises and contained within
individual sediment barriers;
AND
S1.4 Sediment basins are provided where the site
contains fine or dispersive soils;
OR
S1.5 A stormwater catchpit incorporating a stormwater
catchpit protection device is installed so that all runoff
from disturbed areas flows to the catchpit;
AND
S1.6 For buildings,
a) temporary or permanent downpipes are connected to
the stormwater system before laying the roof; or
b) localised erosion is avoided by directing flow from
downpipes over non-erosive areas.
Stormwater runoff S2.1 Diversion drains or bunds are designed and Complies with the Probable Solution – During the process of
O2 Stormwater is diverted around disturbed areas. constructed to drain upstream run-off around the construction for all stages, the proposed development will include
disturbed site; AND diversion drains or bunds to drain run-off. The development will also
S2.2 Discharge from the diversion drains do not cause ensure discharge from the diversion drains do not cause run-off
run-off impacts to other properties; impacts to other properties.
OR
S2.3 Alternative methods, as described in the Institution
of Engineers Australia (Queensland Division) Soil
July 2016 Page | 36
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