Appendix D - Civil Engineering Report · MCU21/0175

 26 July 2022


The site generally slopes to the Western corner of the site towards the existing internal road
network and access driveway servicing the site. During previous stages of development, the lot was
mounded and topsoil / mulch stockpiles centrally located to evenly discharge to all boundaries of the
proposed development.

Stormwater runoff from the existing site sheet flows in all directions from the previously mentioned
mound. Overland flow is collected in a shallow swale and by a field inlet in the South Eastern corner
of the site where is discharges along with the remainder of the site into the gully pits located in the
internal road of the Noosa Civic shopping centre. The shopping centre drainage system discharges
to the creek to the South of the site.

A copy of a survey plan for the site prepared by Bennett and Francis is attached in Appendix 2.


4         SITE DATA
Site data has been obtained from the following sources of information:

     •    Survey Data
     •    Noosa Shire Council
     •    Satellite imagery
     •    Relevant reports
     •    Dial Before You Dig (DBYD).


5         STORMWATER
The stormwater related aspects of the proposed development are detailed in the Stormwater
Management Plan prepared under separate cover.


6         EROSION AND SEDIMENT CONTROL
All erosion and sediment control devices will be designed and implemented in accordance IECA
guidelines and best practice engineering principles. Further detail on Erosion and Sediment Control
techniques and measures is contained within the Stormwater Management Plan prepared under
separate cover.


7         WATER SUPPLY
Review of the water network from the survey shows the following services:
     •    An existing reticulation water main runs along the internal road verge, in the easement, to
          the North-West boundary of the proposed development.

A new connection from the existing water main located in the easement to the North-West will be
constructed. The size of the proposed water service and exact location will be determined in
consultation with the hydraulic consultant and Unitywater during the detailed design stage of the
development.




 Excellence with Economy in Engineering                                                                   7
 l:\8000-8999\8200-8299\8293\reports\26-07-22 civil engineering report_issue e.docx