Town Planning Report_5-13 Production Street, Noosaville

4 Technical Reports
4.1 Stormwater Management Plan
A Stormwater Management Plan has been prepared by Peritas Group and is provided in Attachment 5. The report
includes the following:

     -   This report has presented the results of hydrologic, hydraulic and stormwater management design to ensure
         the proposed development will flow to a lawful point of discharge and does not cause adverse effect on the
         surrounding properties or road while also demonstrating future development flows can be controlled in an
         engineered solution within the proposed site.

     -   The proposed development will meet Noosa Shire Councils Planning Scheme Work Codes and Engineering
         Design Standards.

     -   Proposed stormwater infrastructure can cater for the Post-Development Flows collected within the site.

     -   The proposed Bio-Retention swale can adequately treat the proposed development.

     -   There are no worsening effects to downstream properties.


4.2 Traffic Impact Assessment
A Traffic Impact Assessment Report has been prepared by Modus Engineering and is provided in Attachment 6.
The report concluded the following:

     -   Review of Council’s Local Government Infrastructure Plan (LGIP) mapping indicates that there are no planned
         road or intersection upgrades within the vicinity of the site.

     -   There are currently plans to construct a pathway along Rene Street, south of the development site. This project
         is identified as PW14 in the NSC LGIP mapping system.

     -   The development site proposes to comprise of a total office and workshop GFA of 481sq.m and provides a total
         of 26 car parking spaces, three (3) motorcycle spaces and 22 bus parking spaces on-site.

     -   The development proposes one (1) bus entry crossover, one (1) bus exit crossover and one (1) light vehicle all-
         movements crossover.

     -   The proposed car parking layout is generally compliant with the requirements outlined in AS2890.1.

     -   The development is expected to generate traffic 6vph (peak hour) and 26vpd (daily). This equates to
         approximately one vehicle entering or exiting the site every 10 minutes during peak periods.

     -   Due to the operation of the site, the peak hour development traffic will not coincide with the typical road
         network peak periods that occur on weekdays between 7:00am-9:00am and 4:00pm-6:00pm.

     -   The proposed development is unlikely to have any perceptible impact on the operational performance of the
         local road network.




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