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Appendix D - On-site domestic wastewater evaluation report · MCU25/0022
PROJECT NO. 23/8894 24th JULY 2023
4.0 HYDRAULIC FLOWS AND RECOMMENDED DISPOSAL SYSTEMS
(Cont.):
Calculations of wastewater loadings have resulted in a minimum area of 240m2 of
Disposal Area required for the residence proposed. An indicative area has been
shown on the Site Plan.
Setback distances are calculated to prevent any viruses present within sewage
effluent travelling through the soil, contaminating areas that may come in contact
with human habitation and into streams.
The “On-Site Sewerage Code” by the Department of Natural Resources recommends
a minimum setback to any watercourse or dam for the location of Secondary Treated
Wastewater Application Areas are to be a minimum of 30 metres.
All surface water and seepage water up slope of the disposal area shall be diverted
around the area. All disposal areas shall be setback a minimum 4.0 metres from
boundaries on the downhill side, and 2.0 metres from all other boundaries. Buildings
shall be a minimum of 15.0 metres from the wastewater application area.
Grass cover and vegetation should be maintained around the area as well as good
sunlight exposure to maximise evapotranspiration.
To ensure optimum performance of disposal areas, adequate maintenance of systems
is essential. They should be installed by approved and licensed plumbers and
maintained at regular scheduled intervals.
5.0 SUMMARY: The Treatment System and Land Application Area is considered
suitable for proposed domestic On-Site Effluent Disposal provided the setback
guidelines set out in this report are followed.
Should the client have any queries in relation to the information contained in this
report, this office should be contacted.
K.N. CROCKER (M.I.E. AUST. R.P.E.Q. NO. 638)
8894-193 SANKEYS RD-FEDERAL Page 4 of 13 24/07/2023
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