OBC 2006 › Division B
4.4.5.1.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 4.4.5.1.
- 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
- 4.4.5.1.
- 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
New in this edition — no OBC 1997 predecessor
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 68 · ext v1 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 68 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 4.4.5.1. — Pro
4.4.5.1. — Manure Storage Tanks
(1) Except as provided in this Subsection, manure storage tanks shall comply with the requirements of the National Farm Building Code of Canada.
(2) Manure storage tanks shall be constructed of steel, reinforced concrete or prestressed concrete.
(3) Manure storage tank walls, bases and appurtenances, including piping for the conveyance of manure and associated connections and joints, shall be designed and constructed to prevent leakage of contents.
(4) Concrete for manure storage tanks shall,
(a) be manufactured from Type 50 cement,
(b) have a 28-day strength of at least 32 MPa, and
(c) have a water/cement materials ratio of not more than 0.45.
(5) Manure storage tanks shall be placed on undisturbed soil free of any organic, deleterious and extraneous materials and capable of supporting the superimposed design loads from the tanks.
(6) Where granular fills are used between the bases of manure storage tanks and the undisturbed soil, the granular fills shall be compacted to a Standard Proctor density of not less than 95 per cent.
O. Reg. 350/06, Division B, Part 4.
Text · e-Laws consolidated snapshot
Provenance
New in this edition — no OBC 1997 predecessor
Base · O. Reg. 350/06 · ext← current
Original — base regulation
O. Reg. 503/09, cl. 68 · ext v1 →
In force 2010-01-01 compare
Next: O. Reg. 503/09, cl. 68 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 4.4.5.1. — Pro