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Stormwater Management Plan
Attached to the e-mail MCU18/0097 - Response to Further Advice - Traffic and Stormwater - 115 Eumundi Noosa Rd, Noosaville.
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Log in to see the plans as drawnGOOD SHEPHERD LUTHERAN COLLEGE ODYSSEY CONSULTING GROUP Lot 30 on SP170751 Conceptual Stormwater Management Plan 115 Eumundi Noosa Road, Noosaville Project No: K4277 5.3.3 Sediment and Erosion Controls Sediment and erosion control devices (S&EC) employed on the site shall be designed and constructed in accordance with the IECA, Best Practice Erosion and Sediment Control Guidelines (2008) as shown on Odyssey Consulting Group, Sediment and Erosion Control Plan and Details (Ref: K4277/P008/C & Ref: K4277/P009/A) included as Appendix G. Pre-Construction: Stabilised access/exit to the works area; Sediment fences to be located along the contour lines downstream of disturbed areas; Dust fencing to be installed as required; and Educate site personnel to the requirements of Erosion and Sediment Control Plan. Initial Construction – Bulk Earthworks: Maintain construction access/exit, sediment fencing, dust fences and all other existing controls as required. Second Stage Construction: Maintain construction access/exit, sediment fencing, dust fences and all other existing controls as required; Progressively revegetate finished areas where applicable; and Drainage structure protection around field inlets and gully pits. During construction, all areas of exposed soils allowing dust generation are to be suitably treated. Treatments will include mulching the soil and watering. Road accesses are to be regularly cleaned to prevent the transmission of soil on vehicle wheels and eliminate any build-up of typical road dirt and tyre dusts from delivery vehicles. Adequate waste disposal facilities are to be provided and maintained on the site to cater for all waste materials such as litter hydrocarbons, toxic materials, acids or alkaline substances. 5.3.4 Water Quality Monitoring and Inspections To ensure that the water quality objectives are being met during the construction phase of the development water quality monitoring shall be conducted at a monitoring station downstream of the works. Water quality monitoring shall use a calibrated probe and/or sampling and testing at a NATA registered laboratory. Location: Monitoring Station downstream of the proposed works. Parameters: Site discharge criteria. Frequency: Following at least 30 mm of rainfall in a 24 hour period. The contractor shall be responsible for the inspection and maintenance of all sediment and erosion control devices. Additional controls and review of existing controls shall be undertaken in response to the results of the above-mentioned monitoring program. K4277-0002-D 14 February 2019 Page 11 of 16
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