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Minor Change Existing Approval - 152000.200053.3 (As Published)
21. Prior to excavating any material to be used for fill on this site, a Development Permit for
Operational Works shall have been obtained for the site from which the excavated material
is taken. A soil report shall be submitted with the application certifying that the material is
free of acid sulphate soils and other deleterious materials.
22. The transportation of all materials to and from the site shall be undertaken in a manner such
that no particulate matter escapes onto a public road. All vehicles carrying materials either
to or from the site shall be covered to prevent materials including dust being windblown from
the vehicle.
23. A programme of works is to be submitted with any application for any Development Permit
for Operational Works detailing the construction schedule and proposed environmental
protection measures.
Where the program is changed for any reason whatsoever, a copy of the revised program
shall be submitted to Council’s Works Inspector within seven (7) days.
24. Operational works shall be carried out in a manner that prevents :-
24.1. Pollution of a waterway
24.2. Dust/sand nuisance to residents in the vicinity
24.3. Transfer of dirt and debris onto a public road
24.4. Excessive noise (less than 1.5 Dba above ambient measured at the lot boundaries)
24.5. Excessive traffic delays (less than 5 minute delays)
24.6. Diminution of neighbourhood amenity (long term parking of employees vehicles,
parking of construction equipment etc.)
25. Where a change in the levels of the site outside of an existing or proposed road reserve is
approved, the site shall be filled or cut so that each lot drains towards a road frontage unless
a proposed drainage system will collect stormwater off each lot and discharge the stormwater
to an adequate Council stormwater drainage system.
No cutting beyond the boundary of proposed Lots 39 to 55, adjacent to the escarpment, shall
occur, as this boundary is required to remain at natural surface level.
Such works undertaken on the site shall be carried out in accordance with Section 3.8 of
Council's "Engineering Design Standards" Manual so as not to cause any ponding of water
on any adjoining land, or the blockage of, or interference with any natural watercourses.
26. Stormwater drainage, including roof water and surface drainage, shall be designed and
constructed in accordance with Noosa Springs Master Drainage Plan and discharged to the
street where possible. Where lots fall away from the street, stormwater shall be discharged
to an inter-allotment drainage system to be provided along the rear of those lots. All on site
stormwater will ultimately drain to the golf course lakes.
27. No water shall be discharged into Lake Weyba, which is above the limits previously specified:
• Suspended solids (acceptable level <100mg/l)
• Turbidity (acceptable level <45 NTU)
• Organic nitrogen (acceptable level <0.8mg/l)
• Inorganic nitrogen (acceptable level <0.4 mg/l)
• Total phosphorus (acceptable level <0.2mg/l)
If not already done, the height of the weir to Lake E shall be raised to contain a 1:20 year
design storm event. Monthly results on the quality of water being discharged into Lake
Weyba shall be submitted to the Manager - Land Development in both tabular and graphical
form and will include a record of data collected for the monitoring parameters for the
preceding 12 months for comparison purposes.
Page 5 of 12
Document Set ID: 25217809
Version: 7, Version Date: 07/10/2026
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