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6. Appendix C - Noosa Assessment Benchmark Assessment
Division 14 – Earthworks
Table 14-52 – Earthworks
Specific Outcomes Accepted Solutions Heading
14.119 Effects of works
Drainage S1.1 Minimum grade for finished
O1 The finished surface gradient of surfaces is 1:200 sitewide.
any filled or excavated area is
Finished surface levels ensure
within the range 0.5% to 1.5%
land is free draining.
and drains to Council’s
stormwater infrastructure where
available or where stormwater
infrastructure is not available,
toward the street.
Hydraulics No solution provided Drainage provisions for flooding
scenarios have been proposed.
O2
Any change to the level of the land
does not have an adverse flooding
impact on the flooding and
drainage characteristics off-site.
Geotechnical considerations For assessable development— Proposal is in accordance with the
requirements the PSP5. Minimum
O3 S3.1
1% grades are provided. Drainage
Earthworks do not result in Filling works are undertaken in plans is provided as V190428-CI-
geotechnical instability on the accordance with Section 2.8- SK0001
premises or nearby premises. Filling of Site of Council’s PSP5 -
Engineering Design Standards-
Roads and Drainage &
Earthworks AND
S3.2 Proposed complies with the
Where the filling is for residential Australian standard. Geotechnical
commercial or industrial purposes investigation required to confirm
the works comply with Australian slope stability.
Standard - Guidelines for
earthworks on commercial &
residential development.
Local amenity S4.1 To be resolved in construction
The following control measures documentation.
O4
are implemented—
Earthworks do not cause
disturbance to the amenity of the a) regular water spraying of
neighbouring land. exposed areas to suppress dust;
b) provision of dust stabilised or
sealed internal roads;
c) protective covering of exposed
areas that are left for more than 2
weeks; and
d) if there is no valid development
permit for the site, disturbed
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