Response to Information Request - MCU12/0184

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               2013), This indentifies potential water pollutants and their method of treatment and
               monitoring,


               7) In response to your information request regarding the number and type of traffic
               movements generated by the proposal, a revised traffic report has been prepared by
               Hayes Traffic Engineering which you will find enclosed (Ref: Hayes Traffic Engineering            ’i’1t.,
               Report: Response to Council’s Information Request, 30 April 2013).

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                                                                             RPEQ Dianne Hayes with                  ~l
               8) Please also find enclosed several comments made         by                                 ~   \
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               regard to heavy vehicle traffic on other traffic and the formation of several local roads
               and recommendations for improvements to the road formation and signage (Ref: Hayes
               Traffic Engineering Report: Response to Council’s Information Request, 30 April 2013).




               9)The issues raised concerning access driveways have been addressed by RPEQ
               Dianne Hayes, which you will find enclosed herewith, (Ref: Hayes Traffic Engineering
               Report: Response to Council’s Information Request, 30 April 2013)

               Additional information regarding the access driveways has also been provided from
               RPEQ Callaghan & Toth (Callaghan & Toth Information Request Response, 10 April
               2013) which you will also find enclosed,



               10) The designs for the swept paths have been created by Callaghan & Toth (Ref:
               Callaghan & Toth Traffic Response, 10 April 2013)which you will find enclosed herewith,
               These show the paths that will be used by heavy vehicles along the access driveway and
               within the servicing areas of the proposed sheds,



               11, The 10 tonne silos will have a height of 5,6m and a diameter of 2.75m. The 20 tonne
               silos will have a height of 6A8m and a diameter of 3,66m, Two designs of rainwater tank
               are   proposed including a polyvinyl model that is 2,97m high with a 4,6m diameter. A
               concrete model will also be used that has a 6m diameter and is 2Am high.




               12. A site-specific Geotechnical investigation has been prepared by Coffey Geotechnics
               Pty Ltd (Ref: COFFEY GEOTECHNICAL AND SLOPE STABILITY INVESTIGATION,
               23rd April 2013.). This report addresses the building foundation requirements and stability
               considerations necessary for each of the proposed buildings and their ancillary
               structures.




               Please note that this submission completes our response to your Information Request


               I thank you for your consideration in this matter.




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               Max Watterson