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SUPERSEDED Decision Notice - Concurrence Agency - DNRW [As Published] · 132007.2399
2007/2399
42. As the site is proposed to be filled, appropriate stormwater drainage pipes shall be installed
within the site to collect and discharge stormwater runoff from all adjoining properties to
prevent additional ponding/flooding on these properties.
43. To ensure that polluted run-off does not enter Council’s stormwater drainage system,
stormwater run-off from the carparking areas and the private roads/driveways shall have the
first flush (the first 12 mm of rainfall or hose-down) collected in a grease/oil arrestor/gross
pollutant trap provided on site prior to being permitted to discharge into the lakes.
All other clean stormwater, such as roof water, can be collected on site and discharged
through a single underground drain line directly onto the golf course, bypassing the grease/oil
arrestor/gross pollutant trap.
To this end, a detailed maintenance plan shall be prepared for the proposed grease/oil
arrestors/gross pollutant trap, which shall be submitted to the Council for approval prior to
obtaining a Development Permit for Operational Works.
The approved maintenance plan shall be incorporated in the Community Management
Scheme for the development and a copy of this shall be provided for Council’s records prior to
commencement of the approved Use.
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.
44. All site stormwater drainage shall be by means of a gravity system.
45. All stormwater drainage lines including inter-allotment drainage shall be inspected by closed
circuit television (CCTV) prior to commencement of the approved Use.
CCTV inspection will be carried out by Council's CCTV contractor and arranged by Council
following satisfactory completion of construction works. The developer will be responsible for
the full cost of CCTV inspection, including any additional inspection necessary following defect
identification and rectification. This charge is payable prior to the issue of Operational Works
approval and will be determined on the unit rate basis current at the time of approval.
Sewer Mains
46. Prior to endorsement of the Plan of Survey for Stage 1, the new parcel 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. This work may be covered by an
uncompleted works bond at 150% of the value of the connection that can be in place for a
duration agreed to by the Manager Land Development.
47. Prior to endorsement of the Plan of Survey for Stage 2, the existing sewer main, rising main
and effluent main that traverse the site shall be relocated generally in accordance with Tate
Professional Engineers drawing No. C1732/07/J/P04 dated 19/11/07.
48. Prior to endorsement of the Plan of Survey for Stage 2, if required the applicant shall upgrade
any existing sewer services (including pumps or pump station) at no cost to Council.
49. To ensure Council’s sewer main is accessible for maintenance purposes and is protected from
risk of damage no structures requiring a building permit (eg. buildings, swimming pools,
retaining walls exceeding 1m in height, raised terraces, etc) shall be constructed within this
‘zone of influence’ or within 1.5m of the centreline of the sewer main, whichever is the greater.
As such the applicant shall amend Operational Works plans including Building plans to ensure
compliance.
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