B-1.1, r. 3 - Safety Code

Full text
SCHEDULE I
(ss. 69 and 215)
SECTION 69
STATE OF THE GAS DISTRIBUTION SYSTEM
SECTION 215
EVALUATION OF UNPROTECTED STEEL TANK CONDITION
(1) The soil aggressiveness value (S.A.V.) is determined according to the method of the Petroleum Association for Conservation of the Canadian Environment.
(2) The tank/soil index (T/S) is determined by multiplying the soil aggressiveness value by the age of the tank. T/S = (S.A.V. x AGE).
(3) On the basis of the values obtained, the requirements to be met are as follows (see Graph):
Zone 1
The tank may be protected against corrosion according to NACE Standard SP0169, Control of External Corrosion on Underground or Submerged Metallic Piping Systems or NACE Standard SP0285, Corrosion Control of Underground Storage Tank Systems by Cathodic Protection, published by NACE International;
Zone 2
The tank must be replaced before the tank reaches 25 years after its installation;
Zone 3
The tank must be replaced before the tank reaches 25 years after its installation and subject to a leak detection test in accordance with the second paragraph of section 8.130 of Chapter VIII of the Construction Code (chapter B-1.1, r. 2) within 12 months as of the year of assessment of its condition and every 5 years afterward;
Zone 4
The tank must be replaced before obtaining a T/S of 180 or before the tank reaches 25 years after its installation and subject to a leak detection test in accordance with the second paragraph of section 8.130 of Chapter VIII of the Construction Code every year;
Zone 5
The tank must be replaced immediately.
O.C. 877-2003, s. 1; O.C. 221-2007; O.C. 88-2018, s. 31; O.C. 992-2018, s. 2.
SCHEDULE I
(ss. 69 and 215)
SECTION 69
STATE OF THE GAS DISTRIBUTION SYSTEM
SECTION 215
EVALUATION OF UNPROTECTED STEEL TANK CONDITION
(1) The soil aggressiveness value (S.A.V.) is determined according to the method of the Petroleum Association for Conservation of the Canadian Environment.
(2) The tank/soil index (T/S) is determined by multiplying the soil aggressiveness value by the age of the tank. T/S = (S.A.V. x AGE).
(3) On the basis of the values obtained, the requirements to be met are as follows (see Graph):
Zone 1
The tank may be protected against corrosion according to NACE Standard SP0169, Control of External Corrosion on Underground or Submerged Metallic Piping Systems or NACE Standard SP0285, Corrosion Control of Underground Storage Tank Systems by Cathodic Protection, published by NACE International;
Zone 2
The tank must be replaced before the tank reaches 25 years after its installation;
Zone 3
The tank must be replaced before the tank reaches 25 years after its installation and subject to a leak detection test in accordance with the second paragraph of section 8.130 of Chapter VIII of the Construction Code (chapter B-1.1, r. 2) within 12 months as of the year of assessment of its condition and every 5 years afterward;
Zone 4
The tank must be replaced before obtaining a T/S of 180 or before the tank reaches 25 years after its installation and subject to a leak detection test in accordance with the second paragraph of section 8.130 of Chapter VIII of the Construction Code every year;
Zone 5
The tank must be replaced immediately.
O.C. 877-2003, s. 1; O.C. 221-2007; O.C. 88-2018, s. 31.
SCHEDULE I
(ss. 69 and 215)
SECTION 69
STATE OF THE GAS DISTRIBUTION SYSTEM

STATE OF THE GAS DISTRIBUTION SYSTEM

Report for fiscal year ending:

Name of the gas utility:
Address:
Postal code: Telephone:
Prepared by: Position:


AMAINS (LENGTH IN KILOMETRES)
Description by materialTOTALCurrent year
ConstructionDeactivated
ExpansionReplacement
Bare steel
Coated steel
Aluminum
Polyethylene (insertion)
Polyethylene
Other (specify)
TOTAL


BSERVICES (NUMBER)
Description by materialTOTALCurrent year
ConstructionDeactivated
ExpansionReplacement
Bare steel
Coated steel
Copper
Polyethylene (insertion)
Polyethylene
Other (specify)
TOTAL


C CATHODIC PROTECTION
TOTALCurrent year
Construction
ExpansionReplacement
Mains (km)
Services (number)
Length protected by sacrificial anodes (km): By rectifiers (km):
Number of rectifiers:Number of test points:
% of steel system under adequate protection:

Régie du bâtiment du Québec official form
1372(2003-04-03)

DLEBGTH OF MAINS BY MATERIAL (kilometres)
Diameter (millimetres)
33.4 or lessOver 33.4 thru 60.3Over 60.3 thru 114.3Over 114.3 thru 219.1Over 219.1 thru 323.9Over 323.9 thru 508Over 508 thru 762Over 762TOTAL
Bare steel
Coated steel
Aluminum
Polyethylene (insertion)
Polyethylene
Other (specify)
TOTAL


ENUMBER OF SERVICES BY MATERIAL
Diameter (millimetres)
21.3 or lessOver 21.3 thru 33.4Over 33.4 thru 60.3Over 60.3 thru 114.3Over 114.3 thru 168.3Over 168.3TOTAL
Bare steel
Coated steel
Copper
Polyethylene (insertion)
Polyethylene
Other (specify)
TOTAL


F
Operating pressure (kilopascals)0 and 300301 and 700701 and 20002001 and 40004001 and 60006001 and overTOTAL
Part of system operating between: (kilometres)
Regulating stations with outlet pressure between: (number)
Distribution and service line shut-off valves with operating pressure between: (number)


GH
Unaccounted for gas during last 5 fiscal years based on % of total input for each year excluding current year.Year(s) ago%Unaccounted for gas during past 12 months ending with current fiscal year.%

1
2I
3Number of known system leaks at end of year scheduled for repairMains
4
5Services


JNUMBER OF LEAKS REPARED DURING YEAR
MaterialsCorrosionMaterial failureDamage by outside forceConstruction defectOtherTotal
MAINSBare steel
Coated steel
Aluminum
Polyethylene (insertion)
Polyethylene
Other (specify)
SUB-TOTAL
SERVICESBare steel
Coated steel
Copper
Polyethylene (insertion)
Polyethylene
Other (specify)
SUB-TOTAL
TOTAL


KLEAKS ON MAINS REPARED
DURING YEAR
(number)LLEAKS ON SERVICES REPARED
DURING YEAR
(number)
PipePipe
ValveValve
FittingFitting
RegulatorRegulator
Tap connexionTap connexion
OtherOther
TOTALTOTAL


MNLEAK SURVEYS
Frequency of
inspection of cathodically
protected
systemFrequency of
inspection by type*Operating pressureFrequency

MainsP operating <4800kPa - general
Pipe-soil
potentialRectifierRemote
readingP operating <4800kPa - downtown
P operating ³4800kPa
ServicesAll


*FREQUENCY CODES:1 (weekly), 2 (bimonthly), 3 (monthly), 4 (quartely), 5 (semi-annually),
6 (annually), 7 (other-specify), 0 (no inspection)

0GENERAL INFORMATION
Number of services:Residentials:Commercial:Industrial:Total:
Number of customers:Residentials:Commercial:Industrial:Total:
Gas sold (106m3):Residentials:Commercial:Industrial:Total:
Total gas purchased (106m3):Self consumption (106m3):
Daily contractual demand (106m3):Since:
Maximum hourly consumption in the year (106m3):Date:
Minimum hourly consumption in the year (106m3):Date:
Maximum daily consumption in the year (106m3):Date:
Minimum daily consumption in the year (106m3):Date:
Maximum monthly consumption in the year (106m3):Date:
Minimum monthly consumption in the year (106m3):Date:
Services unused for: A: 1 year: B: 2 years: C: 3 years: D: 4 years: Total:
Service pipe not rising above ground level:
Brand of odorant used:Injection rate (kg / 106m3):
Quantity of odorant used annually (litres):Number of customers per kilometre:
Number of leaks per kilometre:Number of municipalities supplied:
Number of employees:Management:Executives:Office employees:Manual workers:


PCOMMENTS


I hereby certify that the above information
is accurate
SignatureDate
SECTION 215
EVALUATION OF UNPROTECTED STEEL TANK CONDITION
(1) The soil aggressiveness value (S.A.V.) is determined according to the method of the Petroleum Association for Conservation of the Canadian Environment.
(2) The tank/soil index (T/S) is determined by multiplying the soil aggressiveness value by the age of the tank. T/S = (S.A.V. x AGE).
(3) On the basis of the values obtained, the requirements to be met are as follows (see Graph):
Zone 1
The tank may be protected against corrosion according to RP0 Standard 169-2002 Control of External Corrosion on Underground or Submerged Metallic Piping Systems or RP0 Standard 285-2002 Corrosion Control of Undergound Storage Tank System by Cathodic Protection, published by NACE International;
Zone 2
The tank must be replaced before the tank reaches 25 years after its installation;
Zone 3
The tank must be replaced before the tank reaches 25 years after its installation and subject to a leak detection test in accordance with the second paragraph of section 8.130 of Chapter VIII of the Construction Code (chapter B-1.1, r. 2) within 12 months as of the year of assessment of its condition and every 5 years afterward;
Zone 4
The tank must be replaced before obtaining a T/S of 180 or before the tank reaches 25 years after its installation and subject to a leak detection test in accordance with the second paragraph of section 8.130 of Chapter VIII of the Construction Code every year;
Zone 5
The tank must be replaced immediately.
O.C. 877-2003, s. 1; O.C. 221-2007.