Div. B › Part 8 › 8.7 › 8.7.5 — Filter Beds

8.7.5.1 — Application

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(1) The total daily design sanitary sewage flow shall not exceed,
(a) 5 000 L where the treatment unit is a septic tank, or
(b) 10 000 L where the treatment unit is a Level II, Level III or Level IV treatment unit as described in Table 8.6.2.2.
Tables & Figures referenced
Table 8.6.2.2 : Other Treatment Unit Effluent Quality Criteria : Forming Part of Sentences 8.6.2.2.(1) and (2)
Loading Table 8.6.2.2…
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