131001 Minor Change Request · 132006.268.03

                 Sampling and testing shall be in accordance with relevant regulatory
                 requirements and manuals such as those provided by the Environmental
                 Protection Agency, with testing undertaken by an accredited Laboratory:

                 Continuous monitoring shall be undertaken by the system for any water on
                 the surface of the application area, downslope resurfacing, changing plant
                 growth on or around the application area and any other signs of problems,
                 and addressed through maintenance or servicing.

     (jj)—A rosorvo disposal aroa 100% tho size of tho primary disposal aroa shall be
           nominated and located outside required buffer areas.—The location shall be
           provided as part of tho detailed design report at the Operational Works application
           stage.

     p)—A minimum secondary standard offluont treatment with disinfection to achieve the
         required microbiological quality (i.e. 200 cfu/100mL with no samplo ovor 1000
         cfu/IOOmL) shall bo adopted.

     (Iv)—Detailed MEDLI modolling shall be undertaken at the Operational Works
          application stage to confirm tho appropriato size for tho offluont disposal area to
          onsuro this is equal to plant uptake, soil storage and onvironmontal acceptable
           release rates.

     (v)—More information on sourco/s and rospectivo volumes of wastewater produced
           during bottling etc shall be provided—in detailed site based stormwater
           management plan (SMBWMP) at the Operational Works application stage,
           including monitoring of actual wastowator production rates.

     (vi) Washing plant, equipment or vehicles shall be undertaken off-site. If on-site
           washing of any plant or equipment is necessary, all wastewater shall be collected
           in a sump and disposed of off-site as trade waste by a registered operator.

     (vU)—Additional monitoring of wastowator discharge at Outflow Point 1 (G&W drawing
          H J0085.1.7) is to bo carried out to domonstrato compliance with tho dosirod
          SBSWMP water quality objectives in support of an Operational Works approval,
          and on an ongoing monthly basis to demonstrate the continued compliance with
          SBSWMP water quality objectives. This monitoring and assessment of tho 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, datod October 20096 assumes a combined bottled/bulk water production
     volume of 24 ML/annum, which produces 7.2 ML/annum of waste water.—If the
     production rates increases over 24 ML/annum, additional settlement ponds, cheSmical
     treatment and flocculation is required in addition to those measures spoificied in the
     Conceptual Effluent Treatment and Disposal Strategy and condition ISA of this
     approval.—Those additional measures are to be achiovod through larger (vortical)
     holding tanks and chemical dosing within the approved development footprint.

Erosion & Sediment Control

19. 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




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