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     2. A shakedown area is to be installed at the construction entry/exit to the proposed development area to
        minimise sediment being transported to and from the site.

     3. Diversion of upstream catchments around any exposed areas using diversion drains around the site.

     4. Ensuring any loose material tracked from the construction site onto the road is swept and removed prior to
        the end of the day.


     4.2. Operational Phase
The development consists of a small lot duplex consistent in character with the existing residential dwelling. The
proposed development is not considered to significantly alter the pollutant generation potential of the site, and
therefore no additional stormwater quality treatment is proposed for the development.




Project number 20220130
File RECOR Preliminary Stormwater Management Report - 20220130.docx, 2022-05-19                                Page 12 of 16
Revision 1


P +61 7 5211 1003                          A 37 Mary St, Noosaville Qld 4566      E [email protected]    recorconsulting.com
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