SUPERSEDED - Minor Change Existing Approval 132004.5744.12 - (As Published)

54.   Roof runoff from any new dwelling unit or apartment shall be directed to a rainwater storage
      system or tank (minimum storage 1400 litres per dwelling unit (villa) and 1000 litres per
      service or non-serviced apartment) that is plumbed to service the toilets in the new dwelling
      and landscaping areas. The design of the rainwater storage system shall be to the
      satisfaction of the Manager Plumbing Services.
55.   Overflows from rainwater tanks may be discharged into the gravel drains proposed.
56.   An approved maintenance plan for the treatment system shall be incorporated in the
      Management Scheme for the development and a copy of this shall be provided for Council’s
      records prior to commencement of the approved Use.
57.   All site stormwater drainage shall be by means of a gravity system.
Sewer and Water
58.   The site shall be connected to Council’s existing sewerage reticulation systems and be
      constructed in accordance with Council’s standards and requirements at no cost to Council.
59.   All internal water and sewerage reticulation to be designed and constructed in accordance
      with Noosa Shire Council Engineering Design Guidelines (PSP6).
60.   A concept plan detailing proposed internal water and sewer reticulation network is to be
      submitted for approval prior to preparation of Operational Works Drawings.
61.   An application for Operational Works, Water Supply and Sewerage detailing proposed
      internal water supply and sewerage reticulation works is to be lodged with Council in respect
      of the proposed development.
62.   After completion of internal water and sewerage reticulation, all works shall be considered
      as “private sewers and water mains” and responsibility for operation and maintenance shall
      be the property owners.
63.   The water connection to the water reticulation system shall extend to the property boundary
      and be metered.
64.   Fire hydrants are to be provided throughout the development in accordance with Council
      Engineering Design Standards and in accordance with Queensland Fire Service Standards.
65.   The existing sewer rising mains that is located in the adjoining road reserve at the north of
      the site and the ‘zone of influence’ (taken as the area within a 45-degree angle measured
      from the invert of the sewer main to the finished surface level) shall be accurately located
      and determined by a licensed Surveyor and shown on all plans submitted for Operational
      Works approval.
Service Easements
66.   If not already in place, a registered easement shall be created over any stormwater drainage
      systems within the site that collect stormwater from a Council road or convey stormwater
      from any adjoining property.
67.   The Applicant’s Solicitor shall give Council’s Solicitor an appropriate undertaking in writing
      that the Title Deed and any 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.
Headworks Contributions
68.   Contributions shall be paid to Council in accordance with Planning Scheme Policies PSP28
      and PSP30 on Water Supply Headworks Contributions and Sewerage Headworks
      Contributions respectively and at the rates applicable at the time of payment. An estimate
      only of the contribution rates under the current policies is outlined below. These amounts


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54.

55.
56.

57.

Roof runoff from any new dwelling unit or apartment shall be directed to a rainwater storage
system or tank (minimum storage 1400 litres per dwelling unit (villa) and 1000 litres per
service or non-serviced apartment) that is plumbed to service the toilets in the new dwelling
and landscaping areas. The design of the rainwater storage system shall be to the
satisfaction of the Manager Plumbing Services.

Overflows from rainwater tanks may be discharged into the gravel drains proposed.

An approved maintenance plan for the treatment system shall be incorporated in the
Management Scheme for the development and a copy of this shall be provided for Council’s
records prior to commencement of the approved Use.

All site stormwater drainage shall be by means of a gravity system.

Sewer and Water

58.

59.

60.

61.

62.

63.

64.

65.

The site shall be connected to Council’s existing sewerage reticulation systems and be
constructed in accordance with Council's standards and requirements at no cost to Council.

All internal water and sewerage reticulation to be designed and constructed in accordance
with Noosa Shire Council Engineering Design Guidelines (PSP6).

A concept plan detailing proposed internal water and sewer reticulation network is to be
submitted for approval prior to preparation of Operational Works Drawings.

An application for Operational Works, Water Supply and Sewerage detailing proposed
internal water supply and sewerage reticulation works is to be lodged with Council in respect
of the proposed development.

After completion of internal water and sewerage reticulation, all works shall be considered
as “private sewers and water mains” and responsibility for operation and maintenance shall
be the property owners.

The water connection to the water reticulation system shall extend to the property boundary
and be metered.

Fire hydrants are to be provided throughout the development in accordance with Council
Engineering Design Standards and in accordance with Queensland Fire Service Standards.

The existing sewer rising mains that is located in the adjoining road reserve at the north of
the site and the ‘zone of influence’ (taken as the area within a 45-degree angle measured
from the invert of the sewer main to the finished surface level) shall be accurately located
and determined by a licensed Surveyor and shown on all plans submitted for Operational
Works approval.

Service Easements

66.

67.

If not already in place, a registered easement shall be created over any stormwater drainage
systems within the site that collect stormwater from a Council road or convey stormwater
from any adjoining property.

The Applicant’s Solicitor shall give Council’s Solicitor an appropriate undertaking in writing
that the Title Deed and any 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.

Headworks Contributions

68.

Contributions shall be paid to Council in accordance with Planning Scheme Policies PSP28
and PSP30 on Water Supply Headworks Contributions and Sewerage Headworks
Contributions respectively and at the rates applicable at the time of payment. An estimate
only of the contribution rates under the current policies is outlined below. These amounts

Page 8 of 16