Attachment B - Decision Notice 2005

NOOSA COUNCIL IDAS Development Application Decision Notice 6

27. The sewer pumping system shall have a minimum 12 hour storage capacity between alarm and overflow
levels .The system is to be connected to a 24 hour monitoring service which is notified in the event of a
high level alarm. The system shall be designed to ensure that the pressure main has less than a one hour
detention time to prevent odor production including during occupant absences. A flushing system may be
required to ensure detention times do not exceed one hour. Engineering plans for the sewer layout and the
sewer pumping system shall be submitted to Council for approval prior to the Plumbing and Drainage
Application. Any enquires in relation to this matter can be directed to Mike Froude (Tel 54495288) of
Council’s Sewer Section.

28. 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.

Town Water Supply

29. The site shall be connected to Council's existing town water supply and be constructed in accordance with
Council's standards and requirements at no cost to Council.

30. Each water connection to the water reticulation system shall extend to the property boundary and be
metered. All fees for the supply of water meters shall be paid to the Council.

Earthworks

31. Earthworks carried out on site shall not affect the structural integrity of any of the existing fences or
structures that border the development site. Fences that are affected shall be replaced prior to plan
endorsement. In this regard any fences to be replaced shall be clearly shown on the plans submitted for
Operational Works approval.

Site Stability

32. — The design of any foundations and footings for the proposed development shall be generally in accordance
with the recommendations of the Geotechnical Investigation Report 05682028 (AA) prepared by Golder
Associates dated May 2005.

33. All foundations and supporting structures, including construction devices, shall be located wholly within the
subject site and shall have no detrimental affect on the adjoining buildings and structures.

Erosion and Sediment Control

34. Any person acting on this permit shall prevent erosion and sediment export from leaving the site. Site
control measures such as silt fencing, controlled gravel access to the site and controlled disposal of waste,
will be necessary.

In this regard plans detailing the methods of controlling erosion and sediment are required to be submitted
to the Council for approval prior to obtaining a Development Permit for Operational Works.
General

35. Digital detailed design drawings and calculations shall be submitted with any application for a Development
Permit for Operational Works in respect of access and stormwater drainage works. To avoid conflict with
underground pipes or services, all existing and proposed services required by the development shall be
shown on the plans.

36. | Any damage caused to any public utility during the course of construction shall be repaired to Council's
standards and at no cost to Council.

37. Any alteration of any public utility or other facilities necessitated by the development of the land or
associated construction works external to the site shall be at no cost to Council.

38. The transportation of all materials to and from the site shall be undertaken in a manner such that no
particle 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.

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