Original source · versioned page text
C2. Eng Report
Attached to the e-mail Response to Information Request - MCU17/0572 & OPW17/0611.
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
Proposed Service Station – 175 Eumundi Noosa Road, Noosaville Ref: 20769 C R001 Rev 06 09.02.17 February 2018 9.3.2 Bulk Earthworks Phase During the bulk earthworks phase, the following erosion and sediment control measure will need to be installed in addition to the aforementioned measures (Pre-Development Phase) to ensure there is minimal disturbance to downstream receiving water bodies: Construction chutes to control runoff over earthworks batters; Construction of temporary bunds at the top of all earthworks batters to ensure runoff is directed away from exposed batters; Sediment basins to be constructed at low points within each stage of the proposed development; Sediment fences to be installed on the downstream side of any stockpiles; and Stabilisation of all batters upon reaching the finished earthworks levels. All erosion and sediment control measures are to be designed and installed in accordance with IECA Guidelines. Further details regarding the proposed erosion and sediment control measures will be provided during the detailed design phase of the development. 9.3.3 Construction Phase During the construction phase of the development, there is a risk of sedimentation transport due to large areas of disturbed land. The following erosion and sediment control measure will need to be installed in addition to the aforementioned measures (Pre-Development and Bulk Earthworks Phases) to ensure there is minimal disturbance and the quality of runoff is maintained to an acceptable standard: Construction of temporary diversion drains to divert water to sediment basins; Construction of temporary diversion drains to divert water to protect bioretention and treatment devices as required; Sediment barriers to be installed on all entrances to newly constructed stormwater infrastructure (i.e. gully pits); Sediment fences to be installed on the downstream side of any stockpiles and batters; and Re-vegetation of all disturbed areas within two (2) weeks of completion. All erosion and sediment control measures are to be designed and installed in accordance with IECA Guidelines. Further details regarding the proposed erosion and sediment control measures will be provided during the detailed design phase of the development. 9.3.4 Maintenance All erosion and sediment control devices are to be maintained through the entire phase of the development leading up to the operational phase. Erosion and sediment control devices will need to be monitored closely throughout the entire project to ensure they are operating correctly and efficiently. No erosion and sediment control devices are to be removed unless otherwise authorised by a suitably qualified engineer or the site superintendent. 9.4 Operational Phase Treatment During the operational phase, it is proposed to have the inlet pits within the site equipped with StormSack’s (or approved equivalent) before discharging to the existing infrastructure within Easement EMT B on RP154227. BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH Page 20
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