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Appendix C - Effluent Disposal Report · MCU26/0099
ON-SITE EFFLUENT DISPOSAL REPORT:
Introduction:
Australian Soil Investigations have conducted a Site and Soil Assessment at the above allotment for the purpose
of determining the most suitable means of on-site effluent disposal. On-site testing for this assessment was
performed in accordance with AS 1547-2012-“On-Site Domestic Wastewater Management and the Queensland
Plumbing and Wastewater Code. Field work for this assessment was undertaken, on the 16/04/2025.
ASI has been asked to provide a design for a two bedroom dwelling.
Site description:
The allotment is located within the Noosa Regional Council and is contained within a rural residential area.
The slope within the allotment is generally linear. The slope within the area best suited for effluent disposal is in
the order of 4%.
On-Site Assessment:
During our site evaluation consideration was given to the following:
the available area for the primary siting of absorption areas (Land Application Area) and alternative
sightings.
the risk of prejudicing adjoining property and underground water supplies, by seepage or run off from
the site.
permeability, soil type and soil depth.
drainage, and envisaged seasonal changes in ground water level.
general climate.
slope and the effects of seepage and water run-off from surrounding higher ground.
On-Site Testing:
Three test holes were excavated in the positions shown in the attached site sketch. These holes were 100mm
diameter x 600 mm deep for the purpose of site soil assessment in accordance with the AS 1547-2012. A
further 100mm diameter hole was excavated to determine the soil profile. The site was then classified in
accordance with AS 1547–2012 On-Site Wastewater Management for the purposes of effluent disposal.
Results:
Site Observations
Yes No
Suitable Area for siting a Land Application Area
Setback requirements to waterways
Adequate area for a Reserve area
Is there Adequate Soil Depth above rock or the water table
Is the Soil Type Satisfactory
Is the potential of runoff from the proposed area OK
Is there a potential for groundwater seepage
AUSTRALIAN SOIL INVESTIGATIONS Page 2 of 6 ASI Ref: 260176 (A)Rev-A
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