Response to Not Properly Made Letter · OPW11/0043

11.1 Navigable Infrastructure, including, access, parking, sewerage and water services - outcomes:
      (a)    Jetty will be for private use only. All above facilities will be accessible from the attached lot as a
             private.
      (b)    Number of people on the Jetty at any time will be limited to the design load of the structure as outline by
             John Norden and assoc. and will be kept to a minimum during any private gatherings etc.
      (c)    The Jetty is primarily designed for one vessel.
      (d)    Access is provided directly to the private land above the revetment wall - no direct access is required
             through the fore shores.

12 Design, construction and safety-all prescribed tidal work
12.1 (a)     Jetty has been designed in accordance with relevant Australian Standards by John Norden and Assoc.s.
      (b)    It has been positioned to satisfy the requirements of The Noosa Plan.
      (c)    The Jetty is for private use and design loads have been selected to reflect this.
      (d)    appropriate heights have been nominated and structural design has been prepared to withstand flooding,
             tidal influences and hydrodynamic changes (refer to plans by John Norden & Assoc.s)

12.2   Piers have been founded at a depth and the walkway has been cantilevered as not to impose any additional
       loading on the existing revetment wall.

12.3   Piers have been specified to prevent minimal disturbance and minimal foot print on the sediment on the bed and
       banks of the tidal water.

12.4   Hardwood timbers, marine grade stainless steel, high strength concrete are all materials resistant to attack by
       marine organisms, corrosion and deterioration resulting from abrasion and immersion in seawater.

12.5   As the proposed Jetty is cantilevered, it is well above any storm water outlets and will not interfere with them,

12.6   Water quality of any tidal water will not be effected. (a) All materials used in construction will be retained and
       disposed of off site. (b) minimal disturbance to sediment on the bed and banks of the tidal water by placing the PVC
       pipes and then removing any debris and disposing off site. (c) any material removed from the bed through the PVC
       pipes (used as permanent formwork for the piers) including any acid sulphate soils will be disposed of off site.

12.7   Any trafficable surface (by pedestrians) on the proposed Jetty shall have a timber finish that is not slippery and has
       an even surface that may not cause anyone to trip or fall.

12.8   The proposed Jetty is private.

12.9   Tidal water is not used for any non-marine purpose on the proposed Jetty.

12.10 not applicable

13.1 & 13.2 not applicable

14.1   not applicable

15.1    not applicable

16 Design, construction and safety -jetties and piers

       16.1   Design load of 2.0 kPa has been adopted by John Norden & Assoc.s (please refer to drawings).

       16.2   not applicable

       16.3 mean high tide = +0.34, head height of RL +0.64, leaving level of deck at least 300mm above the
       water at highest astronomical tide.

       16.4 width of walkway = 1.5m (>0.9m). Jetty head width = 1.88m at widest point (<3.0m). please refer to
       plans for set out).

Section 17 to 20 not applicable.
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