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Att11 - Land Suitability (effluent) Report
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FPE Ref: 6195-220404-1.0
4.0 LAND APPLICATION SYSTEM – EFFLUENT DISPOSAL
DISPOSAL METHOD
On the basis of the above assessment, a number of options are available for the disposal of advanced
secondary treated wastewater on the proposed site. Due to the presence of poorly draining subsoils,
conventional absorption trench or ETA (evapo-transpiration absorption) systems are not considered the
most appropriate method for disposal of wastewater on the proposed allotment.
In this case, the preferred method of disposal is a surface irrigation system.
IRRIGATION SYSTEM DESIGN
The disposal of effluent treated to an advanced secondary standard, may be achieved via surface
irrigation system. Standard drawings of typical surface irrigation, is provided as Appendix D of this report.
The design method used for sizing of the surface irrigation system can be calculated using the Design
Irrigation Rate (DIR) calculation as set out in Table M1 of AS1547:2012.
From Table M1 of AS1547:2012, the following Design Irrigation Rate’s (DIR) have been adopted for the
proposed development.
Table 5. Design Irrigation Rate for Application Systems
AS1547:2012 Soil Category Design Irrigation Rate
Soil Category 6 2mm/day
Based on a hydraulic loading of 32,000L/day, as specified in section 3.3 of this report, the minimum area
required for disposal using an irrigation system has been illustrated below:
Table 6. Minimum Required Irrigation Area
Irrigation Area as
AS1547:2012 Soil Determined by
Category Table M1 of
AS1547:2012
Soil Category 6 16,000m2
All irrigation piping is to be installed to a minimum depth of 150-250mm below the ground level and turfed.
Where slopes exceed 10% and surface irrigation is adopted the disposal area will need to be terraced or
20 April 2022 Land Suitability Report 9
CYC Campsite
48 Kabi Road, Cootharaba
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