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Appendix E - Wastewater Report
Attached to the e-mail RAL20/0014 - Response to Council's Information Request - 9A Jirrima Cres, Cooroibah - Email 02 of 02.
PROPOSED RESIDENTIAL SUBDIVISION
9A JIRRIMA CRESCENT, COOROIBAH
Table 2: Setbacks for surface irrigated land application area for on-site sewage treatment plant
Site Feature Horizontal separation distance
Property boundaries, pedestrian paths and walkways 2m
Water edge of a swimming pool 6m
Dwellings, recreation areas 10 m
Note: Distances measured from the edge of the irrigated wetted area to any point of the feature.
Table 3: Setback distances for on-site sewerage facilities (Protection of surface and groundwater)
Separation Distance
Site Feature
Advanced Secondary Secondary Effluent
Effluent
Surface Waters:
Top of bank of permanent or intermittent water course, lake,
bay or estuary;
Top water level of a surface water source used for agriculture, 10 m 30 m
aquaculture or stock purposes;
Open stormwater drainage channel or drain;
Bore or a dam.
Unsaturated soil depth to a permanent water table (vertically) 0.3 m 0.6 m
Note: Distances measured from the edge of the irrigated wetted area to any point of the feature.
Unsaturated soil depths of 0.6 m (i.e. depth to rock or wet soil) and 0.3 m are recommended for Secondary
and Advanced Secondary effluent, respectively. Boreholes indicate adequate unsaturated soil depths are
available across all proposed effluent disposal areas.
A conceptual wastewater treatment plan has been prepared which demonstrates that a suitably sized
effluent disposal area can be positioned within each proposed allotment. The conceptual wastewater
treatment plan is attached as Figure 1. It is noted that this plan demonstrates conceptual layout only for the
purpose of demonstrating feasibility. Individual site layout shall be decided at building stage.
4 November 2020
Report No. 20333-001-Rev0 8
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