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Attachment I - Updated Engineering Report & SWMP
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Table 6.3.3 Treatment Train Effectiveness
Flow TSS TP TN Gross
ML/y Kg/y Kg/y Kg/y Pollutant
Kg/y
Source Load 3.41 421 1.09 11.0 72.9
Residual Load 2.18 82.9 0.266 3.45 2.38
% Reduction 35.9 80.3 75.5 68.6 96.7
%Target - 80 60 45 90
Reduction
Please note that stochastic generation of pollutant loads has been
enabled so model results will vary slightly between runs.
Refer to Appendix C for MUSIC modelling files.
6.3.4 Maintenance
A recommended maintenance schedule for elements of the water
quality treatment train is outlined in Table 6.3.4.
Table 6.3.4: Treatment Train Maintenance Schedule
Minimum
Device Task Labour Plant Frequency Maximu Failure
per m Mode
Annum Frequenc
y
Bioretentio Inspection Maintenance staff 12 - Grass
n Area 1 man Whipper exceeds
Snipper 250mm in
Maintenance staff Mower height.
Mowing 1 man 12 As Ponding in
required excess of 24
Maintenance staff Shovel & hrs.
2 men Truck Accumulatio
Cleaning 4 n of sediment
As or gross
required pollutants.
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A6035/21/Engineering Report/30-32 Doonella Street, Tewantin Page 8 of 9
May 2021 WM/tk
Alta Projects P/L
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