2014-04-28 General Committee Meeting Agenda Pages 1-64

GENERAL COMMITTEE MEETING AGENDA                                                  28 APRIL 2014


      (vii) Additional monitoring of wastewater discharge at Outflow Point 1 (G & S drawing
             H J0085.1.7) is to be carried out to demonstrate compliance with the desired
             SVSWMP water quality objectives in support of an operational Works approval, and
             on an on-going month basis to demonstrate continued compliance with SBSWMP
             water quality objectives. This monitoring and assessment of the impact must be
             carried out compliance with the Ecoaccess operational policy "Wastewater
             Discharge to Queensland Waters".
      (viii) Rehabilitation of the waterway of the site, as indicated by the 1997 Strategic Plan
             (Open Space-Conservation & Waterway Protection) is to be undertaken in addition to
             replanting as detailed in Drawing HJ0085.1.2 of the Conceptual Site-Based
             Stormwater Management Plan.

18B. The Conceptual Effluent Treatment and Disposal Strategy prepared by Gilbert and
     Sutherland, dated October 2009 assumes a combined bottled/bulk water production
     volume of 24 ML/annum which produces 7.2 ML/annum of waste water. If the production
     rate increases over 24 ML/annum: additional settlement ponds, chemical treatment and
     flocculation is required in addition to those measures specified in the Conceptual Effluent
     Treatment and Disposal Strategy and condition 18A of this approval. These additional
     measures are to be achieved through larger {vertical) holding tanks and chemical dosing
     within the approved development footprint Erosion & Sediment Control

Applicant’s Request

Condition 18A refers to Effluent Disposal requirements, which will now be superseded by the Site
and Soil Investigation for On-site Wastewater Treatment and Effluent Disposal prepared by
Future-plus Environmental. This report addresses each provision within Condition 18A and
integrates the relevant requirements or changes, where applicable. As such, it is requested that
condition 18A be updated to reflect this new report and condition 18B be deleted.

Assessment

Council’s plumbing unit has reviewed the submitted effluent report and supports the proposed
changes, subject to the following additional requirements agreed with the applicant:

     The effluent holding tank and STP shall have visual and audible high level alarms
      systems installed with secondary power backup (e.g.: battery power).

     The effluent facilities and grease trap facility shall be serviced and maintained on a three
      monthly service regime with all documentation for maintenance and servicing forwarded to
      Noosa Council.

Conditions 5B & 5C – Truck Movements

5B.    Prior to the Council completing the staged upgrade works to Cooroy Mountain Road,
       weekly Trucks shall be limited as follows:
       (a) 40 water carrying trucks (namely all semi-trailers, tankers and other trucks carrying
             water but excluding B-Doubles) per week;
       (b) 20 ancillary trucks (namely non-articulated trucks and non-water carrying trucks).

5C.    After the Council has completed the staged upgrade works to Cooroy Mountain Road,
       weekly Trucks shall be limited as follows:
       (a) 50 water carrying trucks (namely all semi-trailers, tankers and other trucks carrying
             water but excluding B-Doubles) per week;
       (b) 25 ancillary trucks (namely non-articulated trucks and non-water carrying trucks).



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