OBC 2006 › Division B
7.4.10.9.
Version 1 — in force 1 January 2010
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- Edition
- OBC_2006
- Division
- B
- Provision
- 7.4.10.9.
- Version
- v1
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)
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
- 7.4.10.9.
- Version
- v1
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)
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
New in this edition — no OBC 1997 predecessor
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 503/09, cl. 105 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 7.4.10.9. — Pro
7.4.10.9. — Hydraulic Loads on Horizontal Storm Drains
(1) The hydraulic load that is drained to a horizontal storm drainage pipe shall conform to Table 7.4.10.9., based on the size and slope.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 | Column 8 |
Size of Drain or Sewer, in. | Maximum Hydraulic Load, L | ||||||
Slope(1) | |||||||
1 in 400 | 1 in 200 | 1 in 133 | 1 in 100 | 1 in 68 | 1 in 50 | 1 in 25 | |
3 | ------ | ------ | ------ | ------ | 2 390 | 2 770 | 3 910 |
4 | ------ | ------ | ------ | 4 220 | 5 160 | 5 970 | 8 430 |
5 | ------ | ------ | 6 760 | 7 650 | 9 350 | 10 800 | 15 300 |
6 | ------ | ------ | 10 700 | 12 400 | 15 200 | 17 600 | 24 900 |
8 | ------ | 18 900 | 23 200 | 26 700 | 32 800 | 37 800 | 53 600 |
10 | ------ | 34 300 | 41 900 | 48 500 | 59 400 | 68 600 | 97 000 |
12 | 37 400 | 55 900 | 68 300 | 78 700 | 96 500 | 112 000 | 158 000 |
15 | 71 400 | 101 000 | 124 000 | 143 000 | 175 000 | 202 000 | 287 000 |
Notes to Table 7.4.10.9.:
(1)Slope is the ratio of rise to run, in whatever measurement units are chosen.
Provenance
New in this edition — no OBC 1997 predecessor
Base · O. Reg. 350/06 · ext v0 → compare
O. Reg. 503/09, cl. 105 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 7.4.10.9. — Pro