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MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance
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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
c) ensure drainage does not adversely impact c) for areas where flood modelling is not available, a
upon other premises; and minimum of 500mm above the highest known flood level;
d) ensure filling, excavation or retaining OR
structures do not adversely impact upon other For additions of not more than 50m2 gross floor area to an
premises by— S2.2 R2.2 Not Applicable
existing building—floor levels of habitable rooms are not less
i. causing ponding of water on the site or than the level of other habitable rooms in the building; The proposed expansion involves a gross floor area that exceeds
nearby land; and 50m2.
AND
ii. increasing flooding, which adversely Filling, other than for accessways, does not extend more
affects the safety or use of any land S2.3 R2.3 Complies
than 1m beyond the footprint of any building, measured from
upstream and downstream; outer walls of the building; Filling is only proposed where necessary to provide buildings, car
iii. adversely affecting the flow of water in parking areas, loading and servicing areas or internal roads.
any overland flow path; and Refer to Appendix E – Engineering Report.
iv. adversely affecting the privacy or
visual amenity of surrounding properties
AND
O3 Finished surface levels ensure land is free S3.1 No solution provided R3.1 Alternative Solution (as no Probable Solution is provided)
draining.
The proposed development is provided with sufficient stormwater
management arrangements.
Refer to Appendix E – Engineering Report.
O4 Filling or excavation does not adversely affect S4.1 Fill material placed over services does not impose any R4.1 Will Comply
sewer, stormwater or water utility additional surcharge loading on the service.
infrastructure. Refer to Appendix E – Engineering Report.
S4.2 Where excavation is carried out- R4.2 Will Comply
Advisory note c) a minimum cover of 600mm is maintained around all utility Refer to Appendix E – Engineering Report.
infrastructure (to top, sides and base of services); or
Council encourages building methods that
avoid the use of fill, such as suspended floor d) a retaining wall is provided to support the soil surrounding
construction and stepping down slopes rather the service;
than cutting and filling. AND
S4.3 Compaction with a vibrating roller is not carried out within R4.3 Will Comply
600mm of any utility infrastructure.
Refer to Appendix E – Engineering Report.
O5 Development does not adversely impact on S5.1 Buildings or other structures within the Lake Macdonald R5 Not Applicable
the Lake Macdonald water supply. catchment (indicated on Figure 14-15) are located above the
98.5m AHD level. The proposed development is not located within the vicinity of Lake
Macdonald.
Electricity supply infrastructure
O6 Uses and works maintain an adequate safe S6.1 Buildings and structures (including swimming pools, sheds, R6.1 Complies
distance from electrical infrastructure tennis courts or outbuildings) are not constructed under
including substations, overhead powerlines, overhead electricity transmission lines, or within electricity The proposed expansion is not located within electricity easements.
power poles and transformers. easements. The proposed development will be referred to Energex Limited as an
Advice Agency.
December 2014 Cardno HRP A43
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