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Civil Engineering Cover Letter
Attached to the e-mail Response to Council information request - MCU16/0066 & OPW16/ 0133 - email 1 of 3.
Attached to the e-mail Response to SEQ Water Third Party Advice - MCU16/0066 & OPW16/0133.
25. Information Required Demonstrate how O3 of the Water Sensitive Design Code is intended to be achieved. Response A rainwater tank has been included at the site as part of the proposed stormwater treatment strategy. The SWMP includes the calculations used to determine the potential reuse on site to enable the tank to be effectively sized. A 20,000 Litre underground rainwater tank has been proposed. Seqwater Third Party Advice This letter also provides information in relation to information requested by Seqwater (ref CE:DBF16/3997) dated 23 August 2016. Third party advice by Seqwater requested the following information in relation to stormwater management: Information Required In accordance with the Seqwater Development Guidelines, development is to ensure the stormwater is of a quality that is fit for purpose as a drinking water supply. Seqwater recommends that the applicant demonstrate that the reduction in pollutant load calculations can achieve the relevant Water Quality Objectives identified in the Environmental Protection (Water) Policy 2009. It is recommended that the applicant specifically state the annual rainfall assumptions used in the calculations. It is further recommended that any stormwater management plan be signed off by a Registered Professional Engineer Queensland (RPEQ). Response In response to the Stormwater Management items requested by Seqwater we have included the following information within the Stormwater Management Plan. The MUSIC modelling rainfall data used to model pollutant reduction targets is from Cooroy Composite Station 1973 to 1983 as this is the most continuous dataset available. The annual rainfall for each year has been included within the SWMP as requested. Refer to Table 3: Annual Rainfall in the report. The report demonstrates that the measures proposed to reach the WQOs identified in the Environmental Protection (Water) Policy 2009. The proposed measures significantly exceeded the required pollutant reduction targets by State Planning Policy and Noosa Shire Council to ensure the best possible change of meeting the WQOs and prevent any potential adverse impacts on Lake Macdonald. The daily loads estimated in MUSIC for TSS and TN are mean values and only marginally over the WQOs due to the low concentration of the remnant pollutants. There is no practical or reasonable way to address the remaining concentrations. The report has been signed off by an RPEQ. Trusting the above is to your satisfaction, and should further information be required please contact this office. Yours faithfully COVEY ASSOCIATES PTY LTD SHANE RYNNE Senior Civil Engineer Encl.
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