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Negotiated - Compiled Reference Document - RAL25 0011 (As Published)
LINDSAY CONSULTING PTY LTD
STRUCTURAL AND CIVIL ENGINEERS
ACN 079 744 808 ABN 61 478 386 385 GST REGISTERED
AS TRUSTEE FOR THE LINDSAY FAMILY TRUST
In addition to the degradation of receiving waters, impacts of inadequate erosion and sediment control
downstream from the site include:
• traffic safety problems;
• blocked drains;
• local flooding problems;
• aesthetic pollution of drainage paths; and
• damage to local ecosystems.
4.2.1 Design Objectives
Management of stormwater runoff during construction should be undertaken in accordance with
Appendix 2 of the SPP (July 2017). The SPP outlines the design objectives for construction phase
stormwater management. These are presented in Table 2, Table 3 and Table 4.
Table 2 – SPP Appendix 2: Part 1 Construction Phase – Stormwater Management Design
Objectives
Issue Desired Outcomes
Drainage Control 1. Manage stormwater flows around or through areas of exposed soil to avoid
contamination.
2. Manage sheet flows in order to avoid or minimise the generation of rill or gully
erosion.
3. Provide stable concentrated flow paths to achieve the construction phase
stormwater management design objectives for temporary drainage works (part
2).
4. Provide emergency spillways for sediment basins to achieve the construction
phase stormwater management design objectives for emergency spillways on
temporary sediment basins (part 3).
Erosion Control 1. Stage clearing and construction works to minimise the area of exposed soil at
any one time.
2. Effectively cover or stabilise exposed soils prior to predicted rainfall.
3. Prior to completion of works for the development, and prior to removal of
sediment controls, all site surfaces must be effectively stabilised using
methods which will achieve effective short-term stabilisation.
Sediment Control 1. Direct runoff from exposed site soils to sediment controls that are appropriate
to the extent of disturbance and level of erosion risk.
2. All exposed areas greater than 2500 metres must be provided with sediment
controls which are designed, implemented and maintained to a standard which
would achieve at least 80% of the average annual runoff volume of the
contributing catchment treated (i.e. 80% hydrological effectiveness) to 50mg/L
Total Suspended Solids (TSS) or less, and pH in the range (6.5–8.5).
Off. 2C/82 Parker St, Maroochydore 4558
OFFICE: (07) 54 792 118 MOBILE: 0412 313 645 FAX: (07) 54 510 118
E-MAIL: [email protected] 3
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