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Appendices 6 SMP, 7 Bushfire & 8 Noise impact - Email 3 of 4 - MCU16/0153 & REC16/0041
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STORMWATER MANAGEMENT PLAN Client: Thomco (No 2087) Pty Ltd Location: 215 David Low Way, Peregian Beach The following mitigation measures are proposed for the overall stormwater management at the site. All three (3) bioretention basins discussed below will have filter media established to a depth of 0.5 m depth, with a 0.1 m and 0.2 m transition and drainage layer respectively. The extended detention depth is 0.3 m. Refer to the Preliminary Stormwater Management Layout in Appendix B for details. Catchment A: This catchment includes runoff from the ‘entry’ portion of the road, the roof area of the hotel building and associated ground area. The catchment is treated by Bioretention Basin A, which has a surface area of 29 m2 and a filter area of 20 m2. Catchment B: This catchment includes runoff from the roof areas and associated ground areas of the units in the central island (1 to 9) and five (5) of the terrace units (22 to 26). The catchment is treated by Bioretention Basin B, which has a surface area of 15 m2 and a filter area of 10 m2. Catchment C: This catchment includes runoff from the roof areas and associated ground areas of the units on the northern edge of the site (10 to 16) and five (5) of the terrace units (17 to 21). The catchment is treated by Bioretention Basin C, which has a surface area of 71 m2 and a filter area of 50 m2. Refer Figure 2 for the MUSIC model layout. Figure 2 - MUSIC Model Layout Table 3 identifies the catchments applicable to each of the treatment devices. Table 3 – Type and Size of Proposed Stormwater Treatment Device Stormwater Treatment Detail Device Catchment A Bioretention Basin A Surface area of 29 m2 and a Filter area of 20 m2 Catchment B Bioretention Basin B Surface area of 15 m2 and a Filter area of 10 m2 Catchment C Bioretention Basin C Surface area of 71 m2 and a Filter area of 50 m2 Covey Associates Pty Ltd 6 Project No: 162042 Consulting Engineers 100949Rpt Issue A
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