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Appendix C - Effluent Disposal Report · MCU26/0099
Soil Borehole Results
Depth Soil Description
0-300 Silty Clay
Light to med clay, dark brown, moist
Moderate structure. (Cat 4)
300-1200 Silty Clay CH
Med to heavy clay, red mottled grey, moist
Moderate structure. (Cat 5)
1200-2000 Silty Clay CH
med to heavy clay, pale grey mottled red, moist
Moderate structure. (Cat 5)
2000 Borehole Terminated
Constant Head Method permeability results
The following design criteria is applicable for the following disposal methods:
Test Site:
1 2 3
Fall (mm) 25 25 25
Time (mins) 51 45 43
(secs) 7 28 39
Indicative Permeability (Ksat) 0.0783 0.0880 0.0916
Soil Category 5 5 5
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
DLR 5 5 5
Recommendations:
Based upon our Site and Soil Assessments we recommend the following method of On-Site Effluent Disposal
should be used.
Disposal System Recommendations:
Based on our site assessment and testing we recommend that the most appropriate disposal method to be:
Advanced Secondary Treatment
With an AES Transpiration Bed
For the disposal of the treated effluent within the Land Application Area we recommend;
An Advanced Enviro Septic System (AES)
AUSTRALIAN SOIL INVESTIGATIONS Page 3 of 6 ASI Ref: 260176 (A)Rev-A
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