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Reference Document - Site and Soil Evaluation MCU24/0061
Soil Borehole Results
Depth Soil Description
00-400 Silty Clay CH
Med to heavy clay, brown red
Moist, moderate. (Cat 5)
400-900 Silty Clay CH
Med to heavy clay, red orange
Moist, massive. (Cat 5)
900-2000 Silty Clay CH
Med to heavy clay, pale orange, grey mottled red
Moist, massive. (Cat 5)
2000 Borehole Terminated
Constant Head Method permeability results
The following design criteria is applicable for the following disposal methods:
1 2 3
Fall (m m ) 25 25 25
Time (m ins) 25 36 33
(secs) 24 19 25
Indicative Permeability (Ksat) 0.1575 0.1101 0.1197
Soil Category 5 5 5
Structure Moderate Moderate Moderate
Indicative Permeability
Test Site: 1 2 3
Soil Category 5 5 5
Structure Moderate Moderate Moderate
Indicative Permeability 0.12-0.5 0.06-0.12 0.06-0.12
DIR 3 3 3
Recommendations:
Based upon our Site and Soil Assessments we recommend the following method of On-Site Effluent Disposal
should be used.
For the treatment of the Effluent we recommend;
Advanced Secondary WasteWater Treatment System (AWTS)
(NOTE: The system chosen must satisfy both the Queensland Plumbing and Wastewater Code and AS 1547-2012
On-Site Domestic Waste Water Code and be approved for use by the Local Shire/Council governing the allotment.)
For the disposal of the treated effluent within the Land Application Area we recommend;
A Pressurised Surface Reticulated Irrigation System
AUSTRALIAN SOIL INVESTIGATIONS
Document Set ID: 23014195 3 ASI Ref: 220004(A)Rev-A
Version: 1, Version Date: 13/05/2024
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