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Wastewater Systems Effluent Regulations

Version of section 6 from 2012-06-29 to 2012-12-31:

The following provision is not in force.

Marginal note:Authorization to deposit

  •  (1) For the purpose of paragraph 36(4)(b) of the Act, the owner or operator of a wastewater system may — during a given calendar year, quarter or month, determined in accordance with subsection (2) — deposit or permit the deposit of effluent that contains any of the deleterious substances prescribed in section 5 via the system’s final discharge point in any water or place referred to in subsection 36(3) of the Act if the effluent is not acutely lethal as determined in accordance with section 15 and if — during the previous calendar year, previous quarter or previous month, determined in accordance with subsection (2) — the effluent met the following conditions:

    • (a) the average carbonaceous biochemical oxygen demand due to the quantity of CBOD matter in the effluent did not exceed 25 mg/L;

    • (b) the average concentration of suspended solids in the effluent did not exceed 25 mg/L;

    • (c) the average concentration of total residual chlorine in the effluent did not exceed 0.02 mg/L, if chlorine, or one of its compounds, was used in the treatment of wastewater; and

    • (d) the maximum concentration of un-ionized ammonia in the effluent was less than 1.25 mg/L, expressed as nitrogen (N), at 15°C ± 1°C.

  • Marginal note:Averaging period

    (2) The averages referred to in paragraphs (1)(a) to (c) and the maximum referred to in paragraph (1)(d) must be determined on the following basis:

    • (a) each calendar year, if the average daily volume of effluent deposited via the final discharge point during the previous calendar year was

      • (i) less than or equal to 17 500 m3, for an intermittent wastewater system, or

      • (ii) less than or equal to 2 500 m3, for a continuous wastewater system with a hydraulic retention time of five or more days;

    • (b) each quarter, if the average daily volume of effluent deposited via the final discharge point during the previous calendar year was

      • (i) greater than 2 500 m3 and less than or equal to 17 500 m3, for a continuous wastewater system with a hydraulic retention time of five or more days, and

      • (ii) less than or equal to 17 500 m3, for any other continuous wastewater system; and

    • (c) each month, if the average daily volume of effluent deposited via the final discharge point during the previous calendar year was greater than 17 500 m3.

  • Marginal note:Determination of averages and maximum

    (3) The averages referred to in paragraphs (1)(a) and (b) and the maximum referred to in paragraph (1)(d) must be determined

    • (a) for an intermittent wastewater system, based on samples of effluent referred to in subsections 10(1) and, if applicable, 10(5), in accordance with subsection 10(4); and

    • (b) for a continuous wastewater system, based on samples of effluent referred to in, as the case may be subsection 10(2) or (3) and, if applicable, subsection 10(5), in accordance with subsection 10(4).

  • Marginal note:Determinations for additional samples

    (4) A determination made under subsection 10(4) or (5), as the case may be, for any sample beyond the number of samples required under subsection 10(1), (2) or (3) must, if that determination were made by an accredited laboratory referred to in section 16, be included when determining an average or the maximum under subsection (3).

  • Marginal note:Determination of SS average during July, August, September or October

    (5) For an intermittent wastewater system or a continuous wastewater system with a hydraulic retention time of five or more days, the determination of the average referred to in paragraph (1)(b) is not to take into account the result of any determination of the concentration of suspended solids in a sample of effluent referred to in paragraph 10(4)(b) that was taken during the month of July, August, September or October, if that result is greater than 25 mg/L.

  • Marginal note:When SS average is deemed to be 0 mg/L

    (6) If subsection (5) applies to every sample referred to in paragraph (3)(a) that is used to determine the average referred to in paragraph (1)(b), that average is deemed to be 0 mg/L.

  • Marginal note:Conditions

    (7) The authorization granted to an owner or operator under subsection (1) is conditional on the owner or operator

    • (a) determining the average daily volume of effluent deposited annually via the final discharge point in accordance with section 7;

    • (b) for an intermittent wastewater system, either installing, maintaining and calibrating the monitoring equipment referred to in subparagraph 7(2)(a)(i) in accordance with section 9 or establishing a method of estimation referred to in subparagraph 7(2)(a)(ii) in accordance with subsection 7(4) and maintaining it;

    • (c) for a continuous wastewater system, installing, maintaining and calibrating the monitoring equipment referred to in subparagraph 7(2)(b)(i) or (ii), as the case may be, in accordance with section 9;

    • (d) monitoring effluent in accordance with sections 10 and 11 and sending a monitoring report in accordance with section 19;

    • (e) keeping the record required under section 17;

    • (f) sending an identification report in accordance with section 18; and

    • (g) sending the overflow report, if applicable, required under section 20 in accordance with subsections 19(4) and (5).


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