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E - Engineering Code Assessment
2.0 EARTHWORKS CODE
Performance outcomes Acceptable outcomes Response
Drainage AO1 Complies.
Filled or excavated areas have a
PO1 minimum gradient of 0.5% and
Finished surface levels ensure Existing and proposed site
drain to Council’s stormwater
features will allow for a
land is free draining. infrastructure where available, or
minimum grade of 0.5%.
where stormwater infrastructure is
No existing stormwater
not available, toward the street.
features are provided at
the site, therefore the site
will primarily drain to
Margit Crescent.
Hydraulics No acceptable outcome provided Complies.
Site stormwater will be
PO2
conveyed to Margit
Change to the levels on site do
Crescent, to ensure no
not have an adverse impact on
adverse impacts to
the flooding and drainage adjacent properties.
characteristics off-site.
Geotechnical considerations AO3.1 Complies.
Filling works are undertaken in
PO3 accordance with Council’s Planning
Earthworks do not result in Filling will be undertaken in
Scheme Policy PSP6 Engineering
accordance with Council’s
geotechnical instability on-site design standards - roads, drainage
PSP and relevant
or to nearby premises. and earthworks.
guidelines.
AO3.2
Where the filling is for residential,
commercial or industrial purposes
the works comply with Australian
Standard - Guidelines for
earthworks on commercial &
residential development.
Local amenity AO4.1 Complies.
The following control measures are
PO4 implemented—
(a) regular water spraying of During construction dust
Undertaking earthworks does
exposed areas to suppress and noise controls will be
not adversely impact on the
dust; implemented.
amenity of the local area by way
(b) provision of dust stabilised or
of dust, noise or visual amenity.
sealed internal roads;
(c) protective covering of exposed
areas that are left for more than
2 weeks; and
(d) unless a development permit
provides otherwise, disturbed
areas are revegetated using
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