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Attach G- Engineering Report
Attached to the e-mail MCU16/0012 - 5 Garnet Street Cooroy.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Monitoring and Reporting
All sediment and erosion control devices will be checked daily and after rainfall events by the
construction site supervisor. Defective or full devices will be cleaned and repaired as
required. Regular inspections and maintenance of the storm water system will be carried out
by the property owner. The civil components (structural and erosion) are to be assessed by a
suitably qualified engineer as required.
Lifecycle cost assessment
There will be no abnormal capital or recurrent costs for the proposed stormwater strategy.
6. Flood Zoning
The proposed site is not in a recognised flood zone according to the Noosa Regional Council
River Flood Information Map 10-B50 dated September 2012. See Figure 6.1 below for Flood
map. The map shows that there is no flood zone in close proximity to the proposed site,
therefore flooding issues do not apply to this site.
SITE
Figure 6.1: Noosa Regional Council River Flood Information Map 10-B50 - September 2012
The proposed site is also shown not to flood on the Cooroy & Lake Macdonald Natural Hazard:
Landslide & Flooding Overlay (Map OM3.3).
A PO Box 26, Carina Q 4152 13 | P a g e
E [email protected]
W www.vtce.com.au
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