Recommendation - Noosa Iconic Panel - 010.2008.00001787.001 [As Published] · 132008.1787

62.   All stormwater drainage (including roof water overflow from the rainwater storage system)
      shall be collected and discharged so there is no net increase in stormwater runoff from the
      site. Stormwater drainage permitted to drain from the site shall be discharged to Council’s
      existing drainage structures in Hastings Street. Plans of the drainage design shall be
      prepared by a Registered Professional Civil Engineer and submitted to Council prior to
      obtaining a Development Permit for Operational Works.
63.   To ensure that polluted run-off does not enter Council’s stormwater drainage system,
      stormwater run-off from the carparking areas and the 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 Council’s drainage system.
      All other clean stormwater, such as roof water, can be collected on site and discharged
      through a single underground drain line directly into the existing drainage system, 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.
64.   All site stormwater drainage shall be by means of a gravity system.
65.   All stormwater drainage lines connecting the subject site to Council’s existing infrastructure
      shall be inspected by closed circuit television (CCTV) prior to commencement of the approved
      Use. The developer will be responsible for the full cost of CCTV inspection, including any
      additional inspection necessary following defect identification and rectification.
Sewer Mains
66.   The site must be connected to the Council reticulated sewerage system in accordance with
      Council's standards and requirements.
67.   The existing sewer main crossing the site shall be diverted generally in accordance with
      Construction Hydraulic plan No. 1997-3 A.
68.   The sewer connection point must be located outside of the basement floor and in a location
      easily accessible by Council.
69.   The existing sewer main crossing the development site must be removed.
70.   The proposed sewer within the basement must be located a minimum of 1.5 metres from walls
      or other structures.
71.   An Operational Works application will be required for the sewer diversion works. All
      information as required by Noosa Planning Scheme Policy No. 6 is required on the drawings.
      Sewer plans and long sections must be easily readable on an A3 sheet
72.   The applicant must ensure that any construction works undertaken in the vicinity of Council’s
      existing sewerage infrastructure will not adversely affect the integrity of the infrastructure. All
      costs associated with repair, replacement or alteration of existing infrastructure must be met
      by the applicant.
Town Water Supply
73.   The site must be connected to Council's existing reticulated water supply in accordance with
      Council's standards and requirements including;
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