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Compiled Decision Notice 132002.220611.4 14 Serenity Cl Noosa Heads
132002.220611.4
All other clean stormwater, such as roof water, can be collected on site and discharged
directly into the infiltration pits, bypassing the grease/oil arrestor.
A Development Permit for Building Works shall not be granted until a Development
Permit for Operational Works has been issued in regard to the drainage scheme.
41. All site stormwater drainage shall be by means of a gravity system.
42. Plans of the entire on site drainage design shall be prepared by a Registered
Professional Civil Engineer and submitted to Council prior to obtaining a Development
Permit for Operational Works.
Sewer Mains
43. Deleted.
Town Water Supply
44. Deleted.
45. Deleted.
Service Easements
46. All existing and proposed easements within the site shall be shown on the plans
submitted for Operational Works / Building Works approval.
47. Registered easements shall be created over any Council service within the subject site
in accordance with Council’s requirements (if not already created) and at no cost to
Council.
The Applicant’s Solicitor shall give Council’s Solicitor an appropriate undertaking in
writing that the Title Deed and the easement documents will be lodged at the Land Titles
Office and any additional Titles Office forms or requisitions requiring the consent of
Council will be attended to promptly.
A duly executed copy of the easement shall be submitted to Council for perusal prior to
the use commencing.
Any changes required by Council’s Solicitor must be corrected immediately.
Earthworks
48. Plans and details outlining the extent of earthworks required on site and any trees to be
retained shall be submitted to Council for approval prior to obtaining a Development
Permit for Operational Works.
49. All major excavations (including the basement and driveways) shall be shored to prevent
batters extending into areas and vegetation that are to be retained. All trees to be
retained should be adequately tagged to Council’s satisfaction and enclosed with a
barrier fence to the drip line to prevent damage.
50. A Geotechnical Engineer or similar qualified expert shall assess the soil condition on
site, determine the soil classification, establish whether any measures are required to
protect the stability of adjoining buildings and/or structures and/or land, and make
recommendations on the type of foundation system(s) best suited for the proposed
development. The recommendations of this report shall be incorporated into the design
and construction of the proposed development.
51. Earthworks shall not cause the ponding of water on any adjoining lands or the blockage
of, or interference with, any natural watercourses or overland flow path.
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