OBC 2006 › Division B
8.1.3.1.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 8.1.3.1.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next one commenced. What follows is that next version’s commencement — the event that ended this one.
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(1)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 8.1.3.1.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next one commenced. What follows is that next version’s commencement — the event that ended this one.
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(1)
Provenance
OBC 1997 · continues from 8.1.3.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 116(2) · ext v1 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 116(2) · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 8.1.3.1. — Pro
8.1.3.1. — Discharge
Comparing versions
Changed text stands out · unchanged is dimmed
v0 base
Earlier · viewing · 2006-12-31(1) Except as provided in Sentences (2) to (6) the sewage system shall be designed and constructed to receive only sanitary sewage of domestic origin.
(2) Where laundry waste is not more than 20% of the total daily design sanitary sewage flow, it may discharge to a sewage system.
(3) Where industrial process waste water is treated to the contaminant levels found in domestic sanitary sewage it may discharge to a leaching bed provided the treatment unit and sewage system are designed in accordance with good engineering practice.
(4) Where all kitchen waste water from a restaurant has passed through an operating grease interceptor, it may discharge to a leaching bed system provided the sewage system has been designed in accordance with good engineering practice.
(5) Waste water from a kitchen equipped with a garbage grinder may be directed to the sewage system provided the system has been designed to accept such waste water.
(6) Water softener and iron filter discharge may be directed to the sewage system provided the system has been designed to accept such discharges.
(7) Storm sewage shall not be discharged into a sewage system.
(8) The interceptor required in Sentence (4) shall have a minimum flow rate as required by Sentence 7.4.4.3.(8) using a 60 second drain down time.
v1 O. Reg. 503/09
Later · 2010-01-01(1) Except as provided in Sentences (2) to (6) the sewage system shall be designed and constructed to receive only sanitary sewage of domestic origin.
(2) Where laundry waste is not more than 20% of the total daily design sanitary sewage flow, it may discharge to a sewage system.
(3) Where industrial process waste water is treated to the contaminant levels found in domestic sanitary sewage it may discharge to a leaching bed provided the treatment unit and sewage system are designed in accordance with good engineering practice.
(4) Where all kitchen waste water from a restaurant has passed through an operating grease interceptor, it may discharge to a leaching bed system provided the sewage system has been designed in accordance with good engineering practice.
(5) Waste water from a kitchen equipped with a garbage grinder may be directed to the sewage system provided the system has been designed to accept such waste water.
(6) Water softener and iron filter discharge may be directed to the sewage system provided the system has been designed to accept such discharges.
(7) Storm sewage shall not be discharged into a sewage system.
(8) The interceptor required in Sentence (4) shall have a minimum flow rate as required by Sentence 7.4.4.3.(8) using a 60 second drain down time.
Provenance
OBC 1997 · continues from 8.1.3.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 116(2) · ext v1 →
In force 2010-01-01 comparing ×
Next: O. Reg. 503/09, cl. 116(2) · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 8.1.3.1. — Pro