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ADAMS + SPARKES Information Response (David Low Way) Reduced_Part2
Attached to the e-mail Information Response - Email 2 of 2 MCU16/0153 & REC16/0041.
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ENGINEERING SERVICES REPORT Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach 5.0 EARTHWORKS There will be earthworks required to facilitate construction of stormwater treatment facilities, sanitary drainage and allow for an aesthetically pleasing and functional built form. There is little opportunity for fill material to be won on site therefore most of the fill material will need to be imported. The interface with the western boundary to the Council reserve will require approximately 2.0m of fill to be placed. It is proposed that a rock filled gabion wall is constructed along this boundary to retain the fill material. The proposed retaining structure would be subject to Geotechnical investigation and advice to determine an appropriate design. The photograph below (Figure 6), illustrates the ‘swampy’ nature of the lower area of the site in the vicinity of the proposed gabion wall. Figure 6 - Low Lying Area of Site Along the southern boundary with the Noosa National Park, a ‘fill’ wall of approximately 2.0m will be required. These walls will most likely be of a concrete sleeper, or similar, construction. This would continue the existing wall in-situ. Along the northern boundary, ‘fill’ walls of approximately 1.5m height will be required. These walls will most likely be of a concrete sleeper, or similar, construction. At the eastern boundary with the Peregian Tavern, some shallow excavation will be required. Care will need to be exercised during any excavation to ensure that there is no undermining of the existing block retaining wall (up to 2.0m high). Terracing is proposed at the front of the existing wall to aid in stability and mitigate the visual impact. Works in this area will be subject to geotechnical investigation and advice. Covey Associates Pty Ltd 5 Project No: 162042 Consulting Engineers 100493RPT Issue B
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