MCU14/0056 Response to SARA - Consulting Report

                                                                                                             ENG
                                                 Engineering Report & Stormwater Management Plan
                                         Date:          27/01/2015     Document No.:     14012-ENG-04.Docx

                                          By:              AvT          Revision No.:              F


 6. Sewer Reticulation

The proposed site is located within the urban footprint of the Cooroy Sewer treatment Plant.




      Figure 6.1: Noosa Regional Council Sewer Trunk Infrastructure Maps 4.2 - PFTI - Sewerage

The proposed site is currently not serviced by a council sewer property connection as the
closest sewer is located in Ferrells Road with an invert level of IL116.96, which is higher than
the majority of the site.

A new sewer pump station will be required to service the proposed new multi-use
development. This sewer pump station will be located to the East of the site and just to the
South of the new proposed road entrance from Myall Street. A new internal sewer
reticulation main will run along the verge of the proposed internal road through the centre of
the site. All the internal house drainage from the proposed buildings will connect into this
sewer main and run to the proposed pump station. This will then be pumped to the existing
council sewer infrastructure via an existing man hole in Ferrells Road.

Refer to the Water and Sewerage Network Analysis report by GHD which assesses the possible
impact of the development on the capacity of the adjacent sewer network in accordance with
Unity Waters requirements.

For more details of the sewer reticulation refer to the engineering plans in Appendix B.

Internal house drainage design for this proposed development will be by others.


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