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220239 - 44 Williams Road, KIN KIN - SSE - TE222036 - 44 Williams Road, Kin Kin QLD 4571 (1) (1)
Attached to the e-mail MCU22/0168 - Information Response - 44 Williams Road Kin Kin.
The design of the AES system is presented in Appendix A.
The Advanced Enviro-Septic Approved Design Calculator is presented in Appendix B.
The AES Treatment Plant Approval is presented in Appendix C.
5 Effluent Quality
Table 4 below presents the effluent standards produced by approved wastewater treatment systems
with subsurface disposal.
Table 6: Effluent Quality
Parameter Secondary Advanced Secondary
BOD 90% < 20 mg/L; 100% < 30 mg/L 90% < 10 mg/L; 100% < 20 mg/L
TSS 90% < 30 mg/L; 100% < 45 mg/L 90% < 10 mg/L; 100% < 20 mg/L
6 Setback Distances
The Queensland Plumbing and Wastewater Code V1:2019 Appendix Part 2, Table T2 and Table T5,
outlines minimum setback separation distances required for subsurface land application areas. These
distances are presented in Table 5.
Table 7: Separation Distances
Separation Distance
Feature
Up Slope Down Slope Level
Property boundaries, pedestrian paths, walkways,
2m 4m 2m
recreation areas, retaining walls, footings
Inground swimming pool, Inground potable water tank 6m 6m 6m
Separation Distance
Feature
Adv. Sec. Secondary Primary
Top of bank of watercourse / waterbody, Bore or dam,
10 m 30 m 50 m
Open stormwater drainage channel or drain
Permanent water table (vertical) 0.3 m 0.6 m 1.2 m
Site and Soil Evaluation 44 Williams Road, Kin Kin QLD 4571
Taylor Environmental (Australia) Pty Ltd Page 6 of 19
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