13. Existing DMP (2006)

there is a continuous inflow and output of materials, in which the form or character of
the system remains unchanged.
Processes of stream channel scour and or deposition will occur in a natural stable
channel, but over time, if this leads to degradation or aggradation, respectively, then
the stream would not be stable (Hey, 1997). Understanding of this has been taken into
consideration, when selecting the site on a sand bank in the river rather than along the
sides of the riverbank. This will allow the preservation of the sand along the riverbank
in this area.



2.4 Operational & maintenance plans
Noosa Council operates an Asset Management and Risk Management Program for
monitoring and maintaining the Noosaville foreshore. Responsible parties are
identified below table 4. First contact officers for this project are highlighted in bold.

Name                       Area of Responsibility             Contact Number
Operating Authority        Noosa Council                      5449 5200
Alan Sheridan              Director-Works                     5449 5222
Doug Reynolds              Manager-Works Operations           5449 5255
Fred Spinks                Works Superintendent               0410512501
David Shing                Coastal Maint. Foreman             0410512503
Greg Kentwell              Dredge Contractor                  0417762553
David Baker                Noise Control                      54495332
David Heerey               Water Quality Testing              54473333
Boating & Fisheries                                           54497555
Kris Boody                 Project Officer                    0437425901




2.5 Site rehabilitation
No site rehabilitation is necessary because sand will be deposited for beach
nourishment purposes in the tidal zone.

2.6 Erosion protection and revegetation practices
The purpose of the beach nourishment by dredging is to protect erosion buffers and no
revegetation will be required.




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