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Appendix C - Stormwater Management Plan
Plans and drawings
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Log in to see the plans as drawn 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.
4.2. Operational Phase
The proposed development will result in an increase in impervious area, however this is almost entirely new roof,
and therefore dedicated stormwater treatment is not considered suitable for the scale and nature of the
development. Water quality improvements will be possible through first flush divertors fitted to roof downpipes
prior to discharge into the attenuation tanks. These will ensure the more pollutant laden initial flush during a storm
event will flow into landscaping areas allowing nutrient uptake and biological filtering to reduce pollutants being
discharged from the site.
Project number 20220213
File 20220213 Reserve St SWMP.docx, 2022-09-19 Revision 1 Page 12 of 16
P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads,Qld 4567 E [email protected] recorconsulting.com
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