Div. B › Part 8 › 8.4 › 8.4.1 — General Requirements

8.4.1.2 — Application

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(1) A Class 2 sewage system shall be designed only for the treatment and disposal of greywater.
(2) The total daily design flow for a Class 2 sewage system shall be calculated based on the fixtures discharging to the system as follows:
(a) 200 L per fixture unit where there is a supply of pressurized water, and
(b) 125 L per fixture unit where there is no supply of pressurized water.
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