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Effluent Disposal Report - RFI - RAL26-0015 · RAL26/0015
Design Calculations
(The Disposal area is solely based upon the below calculation; no additional loads are to
be connected. Additional bedrooms, buildings or residents could result in failure)
Number of Buildings 1
Number of Bedrooms 4
Number of Persons (Max) 6
Adopted DIR 3
(Lower rate used due to high water table)
Litres per person per day (Tank supply) 120
Calculations 6x120 = 720/3=240
Minimum Disposal Area Required 240sqm (min)
Available Reserve area 100%
Type of Treatment
The site is to be provided with an approved (By Department of Housing and Public Works)
Advanced Secondary ASTP. The installer is to ensure the proposed final local of the
system provides sufficient fall and does not cause audible disturbance to nearby
residence.
Disposal Area & Treatment Requirements
The disposal area required is 240sqm (min).
The irrigation area is to be Covered Surface Drip Irrigation and consist of pressure
compensating dripper lines laid atop of the existing ground surface spaced
approximately 800mm apart and covered with 150mm of mulch.
The area is to be planted out with water tolerant shrubs.
The installer is to ensure the HSTP is located at least 150mm above any flood levels.
The installer is to ensure the HSTP location does not cause damage to existing or
proposed footing systems, the HSTP should be anchored to prevent flotation.
All materials used are to be approved, fit for use and new. All pipework must be rated to
150% of the pump shut off.
The HSTP is to be fitted with a discharge filter with a suitable aperture, to prevent blocking
of the irrigation type installed. This should be accessible and cleaned regularly.
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