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G - Engineering Code Assessment
Performance outcomes Acceptable outcomes Assessment Outcomes
the subject property. site.
PO9 S9.1 Cut or fill is less than 2m in Excavation for the
depth relative to the natural garage/basements is
On sloping sites, excavation or ground surface. estimated at 3.1m these
filling are designed to maximise works are part of the
the use of natural slope and dwelling structure and
minimise the need for cut and fill. shall be undertaken in
accordance with a future
geotechnical investigation
for the subject site.
PO10 No solution provided. Complies – no drainage
lines, native veg etc. on
Earthworks minimise any the subject site.
adverse impact upon
groundwater, watercourses,
drainage lines, wetlands, and
native vegetation.
PO11 S11.1 Where the site is in the Not Applicable
Rural Zone—
Dam location and construction
a) the land has a slope of less than
does not impact upon
25% (1:4); and
neighbouring properties in terms
of— b) the earthworks including cut and
fill batters and retaining walls are
a) hydrology; setback a minimum of 50m from
the property boundary; and
b) alteration of existing overland
c) the size of the lot is greater than
flowpaths and patterns;
5 hectares; AND
c) landslide or failure of dam S11.2 Where the site is in the
wall; and Rural Settlement Zone or the Rural
Zone where the lot is less than 5
d) effluent disposal areas. hectares—
a) the land has a slope of less than
1:6; and
b) the earthworks including cut and
fill batters and retaining walls are
setback a minimum of 20m from
the property boundary; and
c) involving less than 500m3 of
material; AND
S11.3 For all other zones— No
solution provided.
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