Council archive · source document
Soil Tests · OPW26/0149
Soil Borehole Results
Depth Soil Description
0-400 Silty Clay CH
med to heavy clay, brown
Moist, Mod (Cat 5)
400-1000 Silty Clay CH
Med to heavy clay , red orange mottled
Moist, mod. (Cat 5)
1000-2000 Silty Clay CH
Med clay , red mottled pale grey
Moist, mod. (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) 37 44 32
(secs) 12 31 7
Indicative Permeability (Ksat) 0.1075 0.0899 0.1245
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 0.06-0.12 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 Sub-Surface Reticulated Irrigation System
AUSTRALIAN SOIL INVESTIGATIONS 3 ASI Ref: 260327(A)
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