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Attach G- Engineering Report

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                                                                                                              ENG
                                                  Engineering Report & Stormwater Management Plan
                                          Date:          5/02/2016      Document No.:     15087-ENG-01.Docx

                                           By:              MRS          Revision No.:              A


From the Brisbane City Council hydraulic capture chart (BSD-8078), 2x3600 lintels with a 150mm
depth at invert level, each with Type A gullies installed in lip-in-line sag configuration will have an
inlet capacity of 355x2 = 710l/s. We acknowledge that the chart used is sourced from another
local government. However, for preliminary sizing of the inlet gullies it is considered to be
appropriate and we will gladly adopt any referenced material from the Noosa Shire Council for
detailed design.


All methodologies and calculations to be adopted to be verified at detailed design stage.




A PO Box 26, Carina Q 4152                                                                   24 | P a g e
E [email protected]
W www.vtce.com.au
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