Appendix G - development permit 132007.2398.02

                                                                                 132007.2398.02

70.   Stormwater Quality Improvement Devices as detailed within the Concept Stormwater
      Quality Management Plan for Cooroy Retirement Community Trading Post Road,
      Cooroy prepared by Calibre Consulting No. B14158.W-01A dated December 2014 and
      any updates approved by Council shall be installed within the development to ensure
      compliance with the designated water quality objectives are achieved. Stormwater likely
      to contain grease and oil (i.e. from car parking areas) shall be managed via grease and
      oil arrestors prior to treatment within bioretention basins, wetlands and water quality
      control ponds.
71.   Wetlands and bioretention basins shall be designed and constructed in accordance with
      Healthy Waterways Water by Design Construction and Establishment Guidelines:
      Swales, Bioretention Systems and Wetlands February 2009.
72.   A Stormwater Management Construction and Maintenance Plan (SMCMP) shall be
      prepared ensure stormwater treatment infrastructure is performing its intended purpose.
      The SMCMP shall be approved by the Council’s CEO or delegated officer prior to issue
      of any Operational Works Approval. The SMMP shall specify:
      72.1   visual performance indicators;
      72.2   monitoring schedule to ensure specified performance indicators are achieved;
      72.3   maintenance schedule for all elements of the stormwater treatment train;
      72.4   reporting requirements;
      72.5   corrective actions for noncompliance with performance indicators; and
      72.6   responsibility framework.
Sewer Mains
73.   The site must be connected to Unitywater’s existing sewerage reticulation system by
      gravity, and be constructed in accordance with Unitywater’s standards and requirements
      at no cost to Council or Unitywater. The sewer reticulation route is subject to detailed
      investigations and liaison with Unitywater.
74.   The sewer connection shall be generally in accordance with the Sewerage Layout Plan
      Drawing No B14158-SK08: Sewerage Reticulation Layout Plan dated 19/12/14 by
      Calibre Consulting. A Development Permit for operation works is provided.
75.   A new sewer connection must be provided within the property boundary of Lot 4 RP
      215922.
76.   The applicant must provide written approval from all property owners through which
      external sewers will traverse, to enter, construct and provide a sewer easement. This must
      be submitted prior to the associated development application for Operational Works.
Water Supply
77.   The site must 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.
78.   Works be carried out in accordance with the approved findings of the water supply
      network analysis by Worley Parsons and dated 10 June 2008
79.   The existing 100mm diameter watermain within Pearson Road must be upgraded
      between the existing 150mm diameter main in Carruthers Court to the existing 150mm
      diameter main to the North in Pearsons Road
80.   The 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
81.   For Multiple Uses (including Building Format Plans, Group Title Plans, etc) the
      development shall be served by:


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