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On-Site Effluent Report
LOT 1 (Proposed)
Depth TEST SITE No 3
100 Sandy Clay CL
200 Light to med clay , Grey
300 Roots , Moist , moderate.(Cat 4)
400 Silty Clay CL
500 Med to heavy clay. , pale brown
600 Moist , moderate structure.
700 (CAT 5)
800
900 Silty Clay CL
1000 Med to heavy clay. , pale brown
1100 Moist , massive structure.
1200 (CAT 6)
1300
1400
1500
1600
1700
1800
1900
2000 End
Note: No seepage or groundwater was encountered.
The following results were recorded:
ON SITE PERMEABILITY AND SITE ASSESMENT RESULTS:
The following on site permeability results and texture classification were recorded using the Constant Head Method
and in accordance with AS1547-2012.
LOT 1
PERMEABILITY
Test Site: 1 2 3
Fall (mm) 25 25 25
Time (mins) 60 55 63
(secs) 11 58 8
Indicative Permeability (Ksat) 0.0665 0.0715 0.0634
LOT 1
TEXTURE
Test Site: 1 2 3
Soil Category 5 5 5
Structure Moderate Moderate Moderate
AUSTRALIAN SOIL INVESTIGATION 4 ASI Ref: 260090(A)
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