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SSE - TE249167 - 328 Upper Pinbarren Creek Road, Pinbarren Qld 4568
TREATMENT PLANT APPROVAL 06/2024
Plumbing and Drainage Regulation 2019, part 4.
Approval
1. The Advanced Enviro-Septic 30 (AES-30) (“the system”) described in the Specifications and
Drawings in the attached Schedule and manufactured by Presby Environmental Inc. Whitefield,
New Hampshire (“the manufacturer”) and supplied by Chankar Environmental Pty Ltd (ACN
148 175 455) (“the supplier”) has been assessed in accordance with:
(a) sections 34 and 35 of the Plumbing and Drainage Regulation 2019 and
(b) the Queensland Plumbing and Wastewater Code published on 26 October 2017.
2. A transitional Treatment plant Approval (TPA) is granted for an advanced secondary quality
wastewater treatment system , subject to compliance by the manufacturer/supplier with the
requirements of the Plumbing and Drainage Act 2018 and the conditions of approval detailed
below.
3. As no changes have been made to the system, this approval replaces the previous approval,
TPA 15/2019 Amendment 2 issued on 20 January 2023.
4. This approval, the conditions of approval, and the Schedule comprise the entire TPA document.
5. Any modification by the manufacturer/supplier to the design, drawings or specifications
scheduled to this approval must be approved by the Chief Executive.
Conditions of approval
6. The manufacture, installation, operation, service, and maintenance of the system must be in
conformity with the conditions of this TPA.
7. The advanced secondary quality wastewater treatment system, which is an example of the
approved systems, may only be used on premises that generate per day:
a) a maximum hydraulic loading of 90 L per 3 m length of AES piping system.
b) a maximum organic loading of 240 mg/L BOD5.
c) a maximum total suspended solids of 300 mg/L.
8. The system must continue to meet the requirements of an advanced secondary quality
wastewater treatment system, producing the following effluent quality —
a) 90% of the samples taken must have a BOD5 less than or equal to 10 g/m³ with no sample
greater than 20 g/m³.
b) 90% of the samples taken must have total suspended solids less than or equal to 10 g/m³
with no sample greater than 20 g/m³.
9. Each system must be serviced in accordance with the details supplied in the owner’s operation
and maintenance manual.
10. The system design is based upon secondary quality effluent design loading rate as defined in
AS/NZ1547 using the Advanced Enviro-Septic (AES) Design Calculator prepared by a qualified
designer. System designs must be verified and signed by the supplier before being submitted to
the Local Government.
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