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Engineering Report · MCU18/0094
Attached to the e-mail Multiple Housing Type 4 Conventional - 4 units (Covering letter, DA Form 1, Eng Plans, Eng Report, Owners Consent, Planning Report , Traffic Report) - MCU18/0094.
1.0 INTRODUCTION This engineering report is lodged in support of an application seeking to develop Multiple Housing at 15 Garnet Street, Cooroy. The proposed development consists of two storey buildings and associated carparking and landscaping. This report addresses relevant civil engineering issues and should be read in conjunction with attached engineering drawings and architectural, landscape and planning documentation and traffic engineer’s report. Importantly, this report seeks to address civil engineering issues at a level appropriate for a Development Application. 2.0 EXISTING SITE CONDITIONS The proposed development is over Lot 901 on C56011. The site is bounded by Wattle Street to the East and Garnet Street to the South. Existing residential housing lies to the North and a recently completed Multiple Housing development abuts the Western boundary. The land falls at moderate grades from South-east to North-west with Garnet Street and Wattle Street road verges currently draining toward the site. This site currently supports a single high-set timber dwelling. There is no formal stormwater infrastructure in place on or adjacent the site and runoff currently discharges as sheet flow toward the adjacent properties to the North and West. Garnet Street and Wattle Street both slope at moderate grades towards Cooroy Creek to the West and North respectively. The site has a total area of 1,079m2.. 2.1 Flooding Noosa Council Flood Information search appears at Appendix A. No flood information is available for the property. Other than localised runoff, Cooroy Creek is expected to dominate in terms of flood levels for the area. ___________________________________________________________________________________ A6265 -18- Engineering Report – Garnet Street, Cooroy Page 1 of 4 Mar 2018 SH/tk Alta Projects P/L
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