OBC 2006 › Division B
8.6.2.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 8.6.2.
- 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 edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 8.6.2.
- 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 edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
Provenance
OBC 1997 · continues from 8.6.2. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 8.6.2. — Pro
8.6.2. — Treatment Units
Content not available for this version.
8.6.2.1. — Septic Tank Systems
(1) An effluent filter shall be installed in the outlet flow path of every septic tank that discharges effluent to a leaching bed.
(2) The septic tank effluent filter required by Sentence (1) shall conform to the requirements of NSF/ANSI 46, “Evaluation of Components and Devices Used in Wastewater Treatment Systems”, and shall be sized and installed in accordance with the manufacturer’s recommendations.
(3) A secured access opening to allow for regular maintenance of the effluent filter shall be provided at the ground surface.
Text · e-Laws consolidated snapshot
8.6.2.2. — Other Treatment Units
(1) A treatment unit other than those described in Article 8.6.2.1. and Sentence (2) shall be designed such that effluent does not exceed the maximum concentrations stipulated in Column 2 of Table 8.6.2.2.A
(2) A treatment unit that is used in conjunction with a leaching bed constructed as shallow buried trenches shall be designed such that the effluent does not exceed the maximum concentrations stipulated in Column 3 of Table 8.6.2.2.A.
(3) All treatment units referred to in Sentences (1) and (2) that contain mechanical components shall be equipped with an audible and visual warning alarm so located to warn the occupants of the building served or the operator of the treatment unit of a malfunction in the operation of the treatment unit.
(4) All treatment units referred to in Sentences (1) and (2) shall permit the sampling of the effluent.
(5) A treatment unit described in the Supplementary Standard SB-5 is deemed to comply with the requirements of Table 8.6.2.2.A.
(6) Every manufacturer or distributor of a treatment unit shall provide, for each model sold, printed literature that describes the unit in detail and provides complete instructions regarding the operation, servicing, and maintenance requirements of the unit and its related components necessary to ensure the continued proper operation in accordance with the original design and specifications.
Editor's note
Between the filing (December 21, 2009) and commencement (January 1, 2010) of O. Reg. 503/09, the e-Laws consolidation publishes an interim version of Table 8.6.2.2. that differs from the in-force version only in table layout (column width), with no change to in-force content. This map does not reproduce that presentation-only interim version.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 | Column 3 |
Parameter | Secondary Effluent(1) | Tertiary Effluent(1) |
BOD5 | 40 | 15 |
CBOD5 | 30 | 10 |
Suspended Solids | 30 | 10 |
Note to Table 8.6.2.2.A.:
(1)Maximum concentration based on 30 day averages in milligrams per litre (mg/L)
Provenance
OBC 1997 · continues from 8.6.2. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 8.6.2. — Pro