OBC 2006 › Division B
7.4.10.9.
Version 0 — in force 31 December 2006
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- Edition
- OBC_2006
- Division
- B
- Provision
- 7.4.10.9.
- 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
- 7.4.10.9.
- 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. 105 · ext v1 →
In force 2010-01-01
Next: O. Reg. 503/09, cl. 105 · ext (not in force until 2010-01-01) v1 →
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← current
Original — base regulation
O. Reg. 503/09, cl. 105 · ext v1 →
In force 2010-01-01 compare
Next: O. Reg. 503/09, cl. 105 · ext (not in force until 2010-01-01) v1 →
OBC 2012 · continues as 7.4.10.9. — Pro