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On-Site Effluent Report
5.0 SITE EVALUATION:
Feature Satisfactory Unsatisfactory
Primary Siting
Alternative Siting
Seepage to Adjacent Property
Seepage to Ground water
Permeability
Soil Type
Soil Depth (min required = 600mm)
Ground Water Level
Run-off
Seepage from Upslope
6.0 DISPOSAL SYSTEM RECOMMENDATIONS:
Based on our site assessment and testing we recommend that the most appropriate method of treating and
disposing of effluent to be:
Advanced Secondary Aerated Wastewater Treatment Systems with Surface Spray or Covered Sub-Surface
Drip Irrigation.
6.1 IRRIGATION SYSTEM CALCULATIONS:
We recommend approved on-site Advanced Secondary Aerated WasteWater Treatment Systems (AWTS) or
approved Aerobic Sand Filtration Systems be used to reduce the pathogen loads in wastewater produced within
the proposed allotments. Effluent quality from the plants must comply with the criteria presented in AS 1547-2012.
We recommend a Covered Surface, Sub-Surface Drip Pressurised Irrigation or Surface Spray Irrigation Systems
be used in conjunction with the approved Treatment Systems to distribute the treated effluent in equal dosing
across the Land Application Area. A typical Site layout and arrangement drawing is attached.
TYPICAL CALCULATION:
Minimum requirement q 120 litres per person per day AS 1547 –2012 Appendix H1
Water Supply Tank Water
Number of persons = 6 AS 1547 Table J1
Total Volume Q= 5040 L/week
Soil Category 5 AS 1547 Table M1
Indicative permeability 0.06-0.12 AS 1547 Table M1
DIR 21 mm/week AS 1547 Table M1
2
Disposal Area A= 240 m
WE WOULD THEREFORE RECOMMEND THAT A MINIMUM LAND APPLICATION AREA OF 240 m 2 FOR A
CATEGORY 5 SITE BE PROVIDED FOR A TYPICAL 4 BEDROOM DWELLING WITH A MAXIMUM
POPULATION OF 6 PEOPLE.
AUSTRALIAN SOIL INVESTIGATION 5 ASI Ref: 260090(A)
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