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MCU14/0106 Appendix E - Engineering Report
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Noosa Civic Erosion Sediment Control Plan 2.2.1 Duration of Disturbance It is proposed that the earthworks program is to take approximately 8 to 10 weeks. Upon completion of the bulk earthworks filling, the site will be stabilised as directed herein or as part of the approved detailed design plans and inspected by the Superintendent. It is intended to fill the site by a cellular means, to minimise the potential for exposed soils to produce sediment laden runoff. It is proposed to construct the outer limit of the earthworks fill platform first and to stabilise this outer bank immediately upon completion. This newly formed bund will contain all contaminated runoff within the site works area itself, which will then be directed to the proposed sediment basin/s for treatment prior to discharging. 2.3 Rehabilitation Method The finished surface of the site will be rehabilitated according to its location and intended final use. All substantial batters are to be prepped, mulched and vegetated. All future building pad areas are to be seeded once the surface is prepped and topsoiled. Prior to the placement of any topsoil, the surface is to be scarified/roughened along the contour. Topsoil is only to be moved when it is in a damp condition to ensure that the soil aggregate condition is maintained. Topsoil is to be ripped/scarified along the contour prior to stabilisation, if smooth and compacted. 2.4 Special Considerations Access for construction and fill movements will only be permitted via Walter Hay Drive at the nominated location. A specific site issue to be considered is the proximity to the adjacent covenant area. Fences are to be erected at the extent of the proposed earthworks areas and clearly marked as “No Go Zones” beyond. QIC Noosa Civic Pty Ltd Version 1 November 2014 Appendix C - ESCP.docx Page 4
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