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MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance
Original PDF page 155, section 1. The text section number identifies this passage in the reader.
Town Planning Report
28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive
Specific Outcome Probable Solution Response
O9 On sloping sites, excavation or filling are S9.1 Cut or fill is less than 2m in depth relative to the natural R9 Not Applicable
designed to maximise the use of natural ground surface.
slope and minimise the need for cut and fill.
Environmental protection
O10 Earthworks minimise any adverse impact No solution prescribed R10 Alternative Solution (as no Probable Solution is provided)
upon groundwater, watercourses, drainage Earthworks will be carried out in accordance with the
lines, wetlands, and native vegetation. recommendations and management measures outlined in
Appendices A, B and C of the Engineering Report (Appendix E to
the Town Planning Report).
Dams
O11 Dam location and construction does not S11.1 Where the site is in the Rural Zone— R11 Not Applicable
impact upon neighbouring properties in a) the land has a slope of less than 25% (1:4); and
terms of—
b) the earthworks including cut and fill batters and retaining
a) hydrology; walls are setback a minimum of 50m from the property
b) alteration of existing overland flowpaths boundary; and
and patterns; c) the size of the lot is greater than 5 Hectares;
c) landslide or failure of dam wall; and AND
d) effluent disposal areas.
S11.2 Where the site is in the Rural Settlement Zone or the Rural
Zone where the lot is less than 5 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.
December 2014 Cardno HRP A74
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