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Discussion Paper Regarding Proposed Revisions to the Liquid Fuels Handling Code AUGUST 2014 Draft page - 1 - Liquid Fuels Handling Code TABLE OF CONTENTS 1.1 GENERAL REQUIREMENTS ........................................................................................................................................................................................................................................................................................ 4 1.1 SCOPE AND APPLICATION............................................................................................................................................................................................................................................................................................... 4 1.2 DEFINITIONS .................................................................................................................................................................................................................................................................................................................... 5 2. UNDERGROUND STORAGE TANKS............................................................................................................................................................................................................................................................................ 9 2.1 ACCEPTABLE TANKS ...................................................................................................................................................................................................................................................................................................... 9 2.1.1 Approved Specifications ................................................................................................................................................................................................................................................................................... 9 2.1.2 Tank Capacity and Site Storage Capacity .................................................................................................................................................................................................................................................... 9 2.2 INSTALLATION ................................................................................................................................................................................................................................................................................................................10 2.2.1 Location of Tanks ..............................................................................................................................................................................................................................................................................................11 2.2.2 General Requirements ......................................................................................................................................................................................................................................................................................12 2.2.3 Testing of New Tanks........................................................................................................................................................................................................................................................................................12 2.2.4 Addition of Tanks ...............................................................................................................................................................................................................................................................................................12 2.2.5 Removal of Tanks ..............................................................................................................................................................................................................................................................................................13 2.3 Corrosion Protection Monitoring..........................................................................................................................................................................................................................................................................13 2.3.2 Impressed Current Systems............................................................................................................................................................................................................................................................................11 2.4 TEMPORARY AND PERMANENT TANK CLOSURE...........................................................................................................................................................................................................................................................12 2.4.1 Temporary Closure ............................................................................................................................................................................................................................................................................................12 2.4.2 Permanent Closure ............................................................................................................................................................................................................................................................................................13 3. ABOVEGROUND STORAGE TANKS...................................................................................................................................................................................................................................................................141314 3.1 ACCEPTABLE TANKS .............................................................................................................................................................................................................................................................................................141314 3.2 INSTALLATION ................................................................................................................................................................................................................................................................................................................14 3.2.1 General Requirements ......................................................................................................................................................................................................................................................................................14 3.2.2 Testing of Tanks .........................................................................................................................................................................................................................................................................................161516 3.2.3 Product Identification................................................................................................................................................................................................................................................................................161617 3.3 SECONDARY CONTAINMENT ..................................................................................................................................................................................................................................................................................171617 3.3.1 Dikes ..............................................................................................................................................................................................................................................................................................................171617 3.3.1.1 General ..................................................................................................................................................................................................................................................................................................................................... 171617 3.3.1.2 Capacity ........................................................................................................................................................................................................................................................................................................................................... 17 3.3.1.3 Construction ........................................................................................................................................................................................................................................................................................................................... 171718 3.3.1.4 Maintenance ................................................................................................................................................................................................................................................................................................................................... 18 3.3.2 Integral Secondary Containment ...........................................................................................................................................................................................................................................................181819 3.4 TEMPORARY AND PERMANENT TANK DISUSE ......................................................................................................................................................................................................................................................191819 3.4.1 Temporary Disuse ......................................................................................................................................................................................................................................................................................191819

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Page 1: Discussion Paper Regarding Proposed Revisions to … · Discussion Paper Regarding Proposed Revisions to the Liquid Fuels Handling Code AUGUST 2014 Draft page - 1 - Liquid Fuels

Discussion Paper Regarding Proposed Revisions to the Liquid Fuels Handling Code

AUGUST 2014 Draft page - 1 -

Liquid Fuels Handling Code

TABLE OF CONTENTS

1.1 GENERAL REQUIREMENTS ........................................................................................................................................................................................................................................................................................ 4

1.1 SCOPE AND APPLICATION............................................................................................................................................................................................................................................................................................... 4 1.2 DEFINITIONS .................................................................................................................................................................................................................................................................................................................... 5

2. UNDERGROUND STORAGE TANKS ............................................................................................................................................................................................................................................................................ 9

2.1 ACCEPTABLE TANKS ...................................................................................................................................................................................................................................................................................................... 9 2.1.1 Approved Specifications ................................................................................................................................................................................................................................................................................... 9 2.1.2 Tank Capacity and Site Storage Capacity .................................................................................................................................................................................................................................................... 9

2.2 INSTALLATION ................................................................................................................................................................................................................................................................................................................10 2.2.1 Location of Tanks ..............................................................................................................................................................................................................................................................................................11

2.2.2 General Requirements ......................................................................................................................................................................................................................................................................................12

2.2.3 Testing of New Tanks ........................................................................................................................................................................................................................................................................................12

2.2.4 Addition of Tanks ...............................................................................................................................................................................................................................................................................................12

2.2.5 Removal of Tanks ..............................................................................................................................................................................................................................................................................................13

2.3 Corrosion Protection Monitoring ..........................................................................................................................................................................................................................................................................13 2.3.2 Impressed Current Systems ............................................................................................................................................................................................................................................................................11

2.4 TEMPORARY AND PERMANENT TANK CLOSURE ...........................................................................................................................................................................................................................................................12 2.4.1 Temporary Closure ............................................................................................................................................................................................................................................................................................12 2.4.2 Permanent Closure ............................................................................................................................................................................................................................................................................................13

3. ABOVEGROUND STORAGE TANKS ................................................................................................................................................................................................................................................................... 141314

3.1 ACCEPTABLE TANKS ............................................................................................................................................................................................................................................................................................. 141314 3.2 INSTALLATION ................................................................................................................................................................................................................................................................................................................14

3.2.1 General Requirements ......................................................................................................................................................................................................................................................................................14 3.2.2 Testing of Tanks ......................................................................................................................................................................................................................................................................................... 161516 3.2.3 Product Identification ................................................................................................................................................................................................................................................................................ 161617

3.3 SECONDARY CONTAINMENT .................................................................................................................................................................................................................................................................................. 171617 3.3.1 Dikes .............................................................................................................................................................................................................................................................................................................. 171617

3.3.1.1 General ..................................................................................................................................................................................................................................................................................................................................... 171617 3.3.1.2 Capacity ........................................................................................................................................................................................................................................................................................................................................... 17 3.3.1.3 Construction ........................................................................................................................................................................................................................................................................................................................... 171718 3.3.1.4 Maintenance ................................................................................................................................................................................................................................................................................................................................... 18

3.3.2 Integral Secondary Containment ........................................................................................................................................................................................................................................................... 181819 3.4 TEMPORARY AND PERMANENT TANK DISUSE ...................................................................................................................................................................................................................................................... 191819

3.4.1 Temporary Disuse ...................................................................................................................................................................................................................................................................................... 191819

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3.4.2 Permanent Closure .................................................................................................................................................................................................................................................................................... 191920 3.5 ABOVEGROUND STORAGE TANKS AT RETAIL SITES ....................................................................................................................................................................................................................................................20

4. PIPING AND PRODUCT TRANSFER ................................................................................................................................................................................................................................................................... 212120

4.1 GENERAL REQUIREMENTS ..................................................................................................................................................................................................................................................................................... 212120 4.2 FILL PIPES .............................................................................................................................................................................................................................................................................................................. 232220

4.2.1 Underground Storage Tanks ................................................................................................................................................................................................................................................................... 232220 4.2.2 Aboveground Storage Tanks .................................................................................................................................................................................................................................................................. 242320

4.3 VENT PIPING .......................................................................................................................................................................................................................................................................................................... 242420

4.3.1 General ..................................................................................................................................................................................................................................................................................................................31 4.3.2 Venting of Aboveground Tanks ............................................................................................................................................................................................................................................................. 262520

4.4 ABOVEGROUND PIPING SYSTEMS ......................................................................................................................................................................................................................................................................... 272620 4.5 UNDERGROUND PIPING SYSTEMS ......................................................................................................................................................................................................................................................................... 292820

4.5.1 Material of Construction ........................................................................................................................................................................................................................................................................... 292820 4.5.2 Installation ................................................................................................................................................................................................................................................................................................... 302920

4.6 PUMPS AND DISPENSERS ...................................................................................................................................................................................................................................................................................... 323120

5. FACILITY DESIGN .................................................................................................................................................................................................................................................................................................... 343320

5.1 GENERAL ........................................................................................................................................................................................................................................................................................................................43

5.2 FULL SERVE / SELF SERVE ...........................................................................................................................................................................................................................................................................................45

5.3 REMOTELY MONITORED RETAIL SITES .........................................................................................................................................................................................................................................................................47 5.4 CARDLOCKS / KEYLOCKS ..............................................................................................................................................................................................................................................................................................49 5.5 MARINAS ........................................................................................................................................................................................................................................................................................................................51 5.6 BULK PLANTS ................................................................................................................................................................................................................................................................................................................53

5.6.1 Operation and Layout .......................................................................................................................................................................................................................................................................................53 5.6.2 Loading/Unloading Equipment .......................................................................................................................................................................................................................................................................54

5.7 PRIVATE FUEL OUTLETS (INCLUDING FARMS) ..............................................................................................................................................................................................................................................................56 5.8 MOBILE FUELLING ..........................................................................................................................................................................................................................................................................................................56

6. OPERATING REQUIREMENTS .....................................................................................................................................................................................................................................................................................58

6.1 DISPENSING OPERATIONS .............................................................................................................................................................................................................................................................................................58 6.1.1 General ..................................................................................................................................................................................................................................................................................................................58 6.1.2 Dispensing Operations - Self Serve ..............................................................................................................................................................................................................................................................60

6.1.3 Dispensing Operations – Remotely Monitored Retail Sites ....................................................................................................................................................................................................................60 6.1.4 Dispensing Operations – Card/Key Lock .....................................................................................................................................................................................................................................................60 6.1.5 Dispensing Operations – Marinas .................................................................................................................................................................................................................................................................62

6.1.6 Dispensing Operations – Bulk Plants ...........................................................................................................................................................................................................................................................62

6.1.7 Dispensing Operations – Mobile Fuelling ....................................................................................................................................................................................................................................................63 6.2 SIGNAGE ................................................................................................................................................................................................................................................................................................................. 525020 6.3 CONTROL OF SOURCES OF IGNITION ..................................................................................................................................................................................................................................................................... 525120 6.4 CONTROL OF LEAKS, SPILLAGE AND DISCOVERY OF A PETROLEUM PRODUCT THAT HAS ESCAPED TO THE ENVIRONMENT OR INSIDE A BUILDING ..................................................................................... 535120 6.5 EMERGENCY PROCEDURES ................................................................................................................................................................................................................................................................................... 545220 6.6 ELECTRICAL SAFETY ............................................................................................................................................................................................................................................................................................. 545220 6.7 GENERAL TRAINING REQUIREMENTS .................................................................................................................................................................................................................................................................... 545220

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6.8 KIOSKS ................................................................................................................................................................................................................................................................................................................... 545220 6.9 FIRE SAFETY .......................................................................................................................................................................................................................................................................................................... 555320

7. LEAK DETECTION ...........................................................................................................................................................................................................................................................................................................68

7.1 GENERAL ........................................................................................................................................................................................................................................................................................................................68 7.2 APPLICATION ..................................................................................................................................................................................................................................................................................................................68 7.3 FREQUENCY AND METHODS OF LEAK DETECTION TESTING AND MONITORING ..........................................................................................................................................................................................................68

7.4 REMEDIAL ACTION .........................................................................................................................................................................................................................................................................................................76

7.5 LEAK DETECTION TESTING AND MONITORING METHODS ............................................................................................................................................................................................................................................77

7.5.1 DEFINITION AND PERFORMANCE OF LEAK DETECTION TESTING AND MONITORING ..........................................................................................................................................................................................77

7.6 LEAK DETECTION TESTING OF STORAGE TANKS, PIPING SYSTEMS AND SUMPS .......................................................................................................................................................................................................80

7.6.1 LEAK DETECTION TESTS.......................................................................................................................................................................................................................................................................................80

7.6.2 PNEUMATIC LEAK DETECTION TESTS ..................................................................................................................................................................................................................................................................80

7.6.3 PROTOCOLS FOR PNEUMATIC LEAK DETECTION TESTING OF STORAGE TANKS ...............................................................................................................................................................................................81

7.6.4 PROTOCOLS FOR PNEUMATIC LEAK DETECTION TESTING OF PIPING SYSTEMS ................................................................................................................................................................................................82

7.6.5 PROTOCOLS FOR LIQUID MEDIA LEAK DETECTION TESTING OF PIPING SYSTEMS ............................................................................................................................................................................................83

7.6.6 PROTOCOLS FOR LEAK DETECTION TESTING OF SUMPS ....................................................................................................................................................................................................................................83

7.6.7 LEAK DETECTION ..................................................................................................................................................................................................................................................................................................84

8. ENVIRONMENTAL RESTORATION ..................................................................................................................................................................................................................................................................... 706720

8.1 GENERAL ................................................................................................................................................................................................................................................................................................................ 716720 8.2 ONGOING USE OF FACILITIES ................................................................................................................................................................................................................................................................................ 716820 8.3 DECOMMISSIONING OF SITES ................................................................................................................................................................................................................................................................................. 737020

9. HIGHWAY TANKS .................................................................................................................................................................................................................................................................................................... 747120

9.1 GENERAL ................................................................................................................................................................................................................................................................................................................ 747120

9.2 CONSTRUCTION AND USE ...................................................................................................................................................................................................................................................................................... 747120 9.3 ADDITIONAL REQUIREMENTS ................................................................................................................................................................................................................................................................................. 757220 9.4 LOADING AND UNLOADING .................................................................................................................................................................................................................................................................................... 767220 9.5 PRODUCT IDENTIFICATION ..................................................................................................................................................................................................................................................................................... 777420

APPENDIX A: REFERENCE PUBLICATIONS ........................................................................................................................................................................................................................................................ 797520

APPENDIX B: PRODUCT STANDARDS ................................................................................................................................................................................................................................................................. 888420

APPENDIX C: INVENTORY CONTROL (MANUAL LEAK DETECTION) .......................................................................................................................................................................................................... 898520

APPENDIX D: APPROVED PORTABLE CONTAINERS ......................................................................................................................................................................................................................................918720

APPENDIX E: MAXIMUM PNEUMATIC TEST PRESSURES PERMISSIBLE FOR LEAK DETECTION USING SOAP SOLUTION METHOD ........................................................................................108

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

1. Scope, application, and general requirements

1.1. Scope

1.1.1. This Code applies to gasoline, other petroleum products (not including wax and asphalt), and other liquid products used as fuel.

1.1.2. This Code does not apply to fuel quality unless it can lead to hazards in the storage, handling, or dispensing of fuel.

1.2. Application

1.2.1. This Code includes Appendices A to E (Appendix F lists members of the Liquid Fuels Risk Reduction Group and TSSA representatives). Where there is a conflict between a provision of a standard, specification, or publication adopted in this Code and a provision of this Code, the provisions of this Code shall prevail.

1.2.2. With the exception of specific requirements to upgrade work or an object by a certain date, or specific references to existing facilities or equipment, this Code is not retroactive.

1.2.3. Where this Code requires the creation, maintenance, or retention of records, the authorization holder shall be responsible for producing them at the demand of an inspector within 72 hours at the location specified by the inspector. Electronic records are acceptable.

E-records are acceptable

1.2.4. Unless otherwise stated, records required by this Code to be created, maintained, or retained shall be kept for the life of the facility or equipment to which they relate.

1.2.5. Where a facility is sold or leased, the owner of the facility shall carry out the following with respect to the facility records required to be maintained by this Code:

(a) receive all records on expiry of a lease; (b) turn all records over to the lessee at the start of a lease; and (c) turn all records over to a purchaser in the case of a sale of the facility.

1.3. General requirements

1.3.1. Equipment installed at a facility or on a highway tank shall be approved and installed in accordance with the requirements of this Code and the manufacturer’s instructions, and shall be appropriate for the service for which it is intended.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

1.3.2. All Stage I vapour recovery equipment shall be installed, operated, and maintained according to the requirements of Ontario Regulation 455/94 of the Environmental Protection Act.

1.3.3. Dispensers at dispensing facilities, highway tank loading and unloading areas, underground storage tank fill pipe and gauge pipe locations, and any areas where handling operations occur shall be kept clean and free of ground vegetation and combustible materials.

1.3.4. Every retail outlet, marina, private outlet, bulk plant, and highway tank shall be maintained in a safe operating condition by the authorization holder and shall be operated safely. Any defective equipment or component shall be repaired or replaced.

1.4. A renewal made 12 months after a licence expires shall be treated as a new application for a licence.

1.5. Terms in this Code have the same meaning as in the Technical Standards and Safety Act, 2000, and Ontario Regulation 217/01 thereunder, unless otherwise specified.

1.6. Definitions

Aboveground storage tank — a storage tank installed at or above grade level. Aboveground storage tank system — an aboveground storage tank, including all associated piping, transfer, and dispensing equipment. Approved standard — a standard listed in Appendix A, as amended from time to time. Attendant — the person responsible for the supervision of equipment and dispensing operations at the facility. Authorization holder — the person responsible for the daily operation and maintenance of the facility. Baffle — a non-liquid-tight transverse partition in a cargo tank. Building — a structure as defined in the Ontario Building Code. Cardholder/keyholder — the person or entity that holds the contract with the owner of the cardlock/keylock that permits the holder or persons authorized and trained by the holder to dispense gasoline or diesel fuel. Cardlock/keylock — a retail outlet, used by a cardholder/keyholder, where gasoline or diesel fuel is dispensed unsupervised.

IOL

To distinguish from an

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

Chief Fire Official — the Municipal Fire Chief or, where there is no fire department, an assistant designated by the Fire Marshal for the municipality or territory without municipal organization, under the Fire Protection and Prevention Act. Class I product — a product having a flash point less than 37.8 °C, in accordance with ASTM D 93, including automotive gasoline. Class II product — a product having a flash point at or above 37.8 °C and below 60 °C, in accordance with ASTM D 93, including diesel fuel and fuel oil. Class III product — a product having a flash point at or above 60 °C, in accordance with ASTM D 93, including heavy fuel oil. CPPI — Canadian Petroleum Products InstituteFuels Association - formerly the Canadian Petroleum Products Institute (CPPI). Discovery — finding out or becoming aware. Dike — a barrier surrounding aboveground storage tanks that provides liquid retention capacity. Empty — to remove product from a tank or container by means of pumping, pouring, or draining.

Flammable gas mixture — any concentration of a vapour of a product in air that forms a flammable mixture, as determined by using a combustible gas indicator. Highway — a common and public roadway, street, avenue, parkway, driveway, square, place, bridge, viaduct, or trestle that is designed and intended for, or used by, the general public for the passage of vehicles, not including roads or rights-of-way built or used primarily for forest management, construction roads, or highways under construction. Highway tank — a tank that is attached to or forms a part of a truck or trailer and is loaded or unloaded without being removed from the vehicle. Interstitial space — the space between the two walls of a doublewall tank or double-wall pipe system or any two walls of a multiwall tank or pipe system.

The proposed S615 & S603 allow multi-wall tanks

unattended retail site

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

Kiosk — a structure of 10 m2 or less that provides shelter for an employee and contains the necessary equipment to permit an employee to perform his or her duties. Leak — a defect in a vessel or other equipment resulting in the escape of product to the environment or inside a building. Leak detection — a device or method that is capable of detecting leaks in tanks and/or piping. Mercantile occupancy — the occupancy or use of a building or kiosk or any portion thereof for the displaying or selling of retail goods, wares, or merchandise. Mobile fuelling — the dispensing of fuel from a highway tank or mobile refuelling tank to a motor vehicle (including but not limited to forest and construction equipment, motorized snow vehicles, and other off-road vehicles), but not to a boat or the bulk storage tank on a highway tank. Mobile refuelling tanks — tanks that have been built in accordance with an approved standard and that may be mounted onto a truck, trailer, or skid for transporting product. Motor vehicle — an automobile, motorcycle, or any other vehicle propelled or driven by an internal combustion engine and licensed under the Highway Traffic Act, including off-road unlicensed vehicles and watercraft. NACE — National Association of Corrosion Engineers. Off-road recreational vehicle fuelling facility — a facility where motorized snow vehicles, within the meaning of the Motorized Snow Vehicles Act, or off-road vehicles, within the meaning of the Off-Road Vehicles Act, are fuelled. Vehicles exempt by regulations under those Acts are included. OPCA — Ontario Petroleum Contractors Association. Owner — the person who has legal or equitable title to any equipment, property, or other thing. Precision leak test — a test or equipment, validated by the EPA Standard Test Procedures for Evaluating Leak Detection Methods (see EPA/530/UST-90/004 to 007 and 010) or certified to a ULC standard, that is capable of detecting a leak as small as 0.38 L/h with a probability of detection of 0.95 or greater and a probability of false alarm of 0.05 or less.

See new clause 5.8.2

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

Product — any of the liquid fuels used in an engine. Pump island — a concrete base, raised at least 10 cm above the vehicle-travelled portion of an area adjacent to dispensing equipment, upon which dispensing equipment is mounted. Remotely monitored retail site — a licensed facility where the general public can dispense fuel under remote supervision. Self-serve — a facility where gasoline or diesel fuel is dispensed by the recipient of the fuel under direct supervision. Source of ignition — the existence of one or more conditions that can result in the ignition of a combustible material in its proximity. Spill — an escape of product into the environment or inside a building where the escape is not caused by a defect in a vessel or other equipment. Underground storage tank — a tank installed with any portion below grade level.

Underground storage tank system — an underground storage tank, including all associated piping and transfer and dispensing equipment. Unprotected underground storage tank — a steel underground storage tank installed without corrosion protection as specified in CAN/ULC-S603.1 or without impressed current corrosion protection. Utility tank — an aboveground storage tank that complies with ULC S643. Vapour pressure — the vapour pressure as defined in ASTM D 5191. Waterway — a stream, river, lake, canal, or watercourse, including a dry watercourse. Wholly enclosed — a structure having doors or other means capable of impeding the entrance or exit of persons or the escape of fumes.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

2. UNDERGROUND STORAGE TANKS

2.1. Acceptable tanks

2.1.1. Approved specifications

2.1.1.1. Only underground storage tanks that have 360° double-wall containment and that are certified in accordance with approved standards shall be installed.

2.1.1.2. Fibre-reinforced plastic tanks manufactured prior to December 31, 1978, shall not be used for the handling of products containing ethanol or methanol.

2.1.1.3. Underground steel storage tanks installed prior to May 1, 1974, and upgraded in accordance with Clause 7 (52)(b), (c), or (d) of Regulation 532 under the Gasoline Handling Act shall be removed unless

(a) permanent monitoring wells and impressed current cathodic protection have been installed; (b) the tanks are provided with the equipment specified in Clauses 2.2.2.1(c), 4.2.1.2, and 4.2.1.6 of this Code; and (c) the equipment required by Clause 4.6.6 of this Code is provided for the pump islands.

(b) & (c) are not redundant since tanks installed to Reg 532 would be considered grandfathered without these clauses.

2.1.1.4. The authorization holder shall not use an underground storage tank system installed after May 1, 1974, in accordance with the requirements of Regulation 532 under the Gasoline Handling Act, unless the tank is provided with the equipment specified in Clauses 2.2.2.1(c), 4.2.1.2, 4.2.1.6, and 4.6.6.

Editorial

2.1.1.5. Underground storage tanks consisting of more than one compartment may be used for different classes of product where

(a) each compartment is separated by double bulkheads; and

(b) the space between the bulkheads is continuously monitored for leaks. In the case of the discovery of a leak, the tank shall not be used until it has been repaired.

2.1.2. Tank capacity and site storage capacity

2.1.2.1. An underground storage tank having a compartment with a capacity in excess of 100,000 litres shall not be installed at a facility.

2.1.2.2. An aggregate underground storage capacity greater than 500 000 L shall be permitted only at bulk plants.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

2.2. Installation

2.2.1. Location of tanks

An underground storage tank shall not be installed (a) inside or under any building; (b) less than 1 m from a building; (c) less than 1.5 m from a property line; (d) less than 60 cm from an adjacent underground storage tank; (e) less than 15 m from drilled water wells; (f) less than 30 m from a dug water well or waterway; and (g) where the loads carried by a building foundation or supports could be transmitted to the tank.

2.2.2. General requirements

2.2.2.1. Underground storage tanks shall be

(a) installed in accordance with the manufacturer’s instructions; (b) installed in accordance with this Code; (c) equipped with an internal overfill protection device; and (d) equipped with an approved manual or automatic leak detection system (see Clause 7 and Appendices A and C).

2.2.2.2. Notwithstanding Clause 2.2.2.1(c), an the approved overfill protection procedure in Appendix F that limits tank fill to no more than 95% of tank volume may be used in lieu of an overfill protection device for tanks installed before June 1, 2007, or that have a capacity of less than 5000 L.

New, larger UST’s must have an OPD

2.2.2.3. Underground steel storage tank systems meeting the requirements of Clause 2.1.1.1 and installed in accordance with Clause 2.2.2.1 are not required to have a corrosion protection system.

2.2.3. Testing of new tanks

2.2.3.1. Underground storage tanks shall be visually inspected prior to installation for any indication of damage or defect and shall be tested in accordance with Clause 7.

2.2.3.2. An underground storage tank that requires repair shall not be installed, repaired, or used for storage of a product unless

(a) the repair is done by the manufacturer, the manufacturer’s agent, or in accordance with procedures approved by the manufacturer; and

(b) the manufacturer certifies in writing to the owner of the tank that the repaired tank meets the

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

applicable approved standards.

2.2.4. Addition of Tanks

2.2.4.1. Where a tank is added to an existing underground storage tank farm, adequate precautions shall be taken to ensure that no damage is caused to existing tanks and that the stability of the surrounding backfill material is maintained.

2.2.4.2. Prior to the installation of an additional underground steel storage tank, an investigation shall be carried out by a person with qualifications approved by the director or by an engineer to confirm that the addition of a new tank will not impair the corrosion protection system of an existing tank.

2.2.5. Removal of tanks

Where an underground single wall steel storage tank leaksleakage occurs from an underground steel storage tank that is upgraded in accordance with Clause 7(52)(b), (c), or (d) of Regulation 532 under the Gasoline Handling Act, the owner or operator shall immediately remove the product and take the leaking tank out of service. Within 180 days12 months of the discovery of the leak, the owner or operator shall remove from the facility all underground single wall steel storage tank systems as specified in this Clause.

New - .Time to remove single wall steel tanks – eventually going to leak. 12 months to allow time for remediation, budgeting, etc

Previous cClause refers to all pre-1974 tanks that were not protected from corrosion & were upgraded by fibreglass lining or impressed current.

2.3. Corrosion protection monitoring

2.3.1. General

2.3.1.1. Only approved corrosion protection systems shall be installed.

2.3.1.2. The corrosion protection system for an underground storage tank system shall be tested and certified in writing to be in working order at intervals not exceeding 2 years by a professional engineer, by a person with the appropriate NACE certification, or where CAN/ULC-S603.1 cathodic protection is used, by a person holding a valid OPCA cathodic protection tester certificate.

2.3.1.3. Where the corrosion protection system cannot be certified, the owner shall bring the corrosion protection system to proper working order within 180 days or discontinue the handling of product with that system.

2.3.1.4. Despite 2.3.1.3, where a single-wall underground product piping system fails the Cathodic Protection test, the owner or operator shall conduct a leak test on the piping in accordance with Section 7 within 30 days and within 12 months of the Cathodic Protection test failure, the owner or operator shall remove from the facility all underground single wall steel piping systems.

Single wall steel pipe (galvanized & black steel) are greatest source of leaks. In addition, galvanized pipe was likely

Does not apply to steel tanks since they would have been originally protected to S601.3 when

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

not protected when initially installed & was unprotected for a significant amount of time before the initial upgrade with anodes.

installed.

2.3.2. Impressed current systems

2.3.2.1. An impressed current corrosion protection system shall be interlocked such that if the corrosion protection system is turned off or bypassed, an audible and/or visible alarm will activate to alert the attendant of the situation. The alarm shall be located in an area frequented by an attendant.

2.3.2.2. Impressed current corrosion protection systems shall be equipped with a system to record the total length of time, over a 2 year period, that the impressed current corrosion protection system was turned off or bypassed

2.3.2.3. Corrosion protection system installation, testing, and certification records shall be kept in accordance with Clauses 1.2.3 to 1.2.5.

2.4. Temporary and permanent tank closure

2.4.1. Temporary closure

2.4.1.1. Where an underground storage tank is out of service for up to 180 days, the owner or authorization holder shall ensure that monthly inspections are conducted to verify that

(a) the fill pipe caps are secure and locked; (b) the dispensers are locked; (c) no loss of product or water infiltration has occurred; and (d) the corrosion protection systems are operating.

.

2.4.1.2. Where an underground storage tank is out of service for more than 180 days but less than 2 years, the owner or authorization holder of the tank shall

(a) remove all product from the tank; (b) secure all openings on tanks except vents, to prevent unauthorized access; (c) lock all dispensing or transfer equipment connected to the tank; (d) ensure that any corrosion protection system is maintained in operation; and (e) monitor monthly for water infiltration.

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2.4.1.3. Prior to restoring a tank as specified in Clause 2.4.1.2 to service, the owner or authorization holder shall

(a) ensure that all monitoring systems, inventory control systems, spill containment devices, and overfill protection devices operate in accordance with the manufacturer’s instructions and this Code; (b) test the tanks and associated piping in accordance with Clause 7 to ensure that the tanks and piping are not leaking before returning the system to service; and (c) ensure that the vent is free of obstruction.

2.4.1.4. Records showing compliance with the requirements of Clause 2.4.1 shall be maintained in accordance with Clauses 1.2.3 to 1.2.5.

2.4.2. Permanent closure

2.4.2.1. Where an underground storage tank is out of service for 2 years or more, the owner of the tank system or the owner of the property on which the tank is located shall remove the tank and piping from the ground.

Pipe can be abandoned per Advisory.

2.4.2.2. Despite 2.4.2.1, where a single wall steel underground tank is out of service for one year or more, the owner of the tank system or the owner of the property on which the tank is located shall remove the tank and piping from the ground.

Want to remove single wall steel equipment because very old and will leak.

2.4.2.2.2.4.2.3. Where an underground storage tank is removed permanently and the site no longer possesses petroleum storage tanks, the owner or authorization holder of a facility, the owner or authorization holder of the storage tank system, or the owner of the property on which the equipment is installed, as the case may be, shall

(a) (a) remove or make product-free the remainder of the system; (b) Provide written notification to the Director within 90 days of the removal of the equipment; and (cb) comply with Clause 8.3.

See FS-131-08 – states to notify MOE & municipality. However this is not necessary. TSSA will notify MOE is there is a contamination issue.

2.4.2.3.2.4.2.4. Where an underground storage tank will be removed but the site still remains operational (continues to store fuel), the owner or authorization holder of a facility, the owner or authorization holder of the storage tank system, or the owner of the property on which the equipment is installed, as the case may be, shall

(a) remove or make product-free the remainder of the system connected to the tank; and (b) comply with Clause 8.2.

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2.4.2.4.2.4.2.5. Prior to removal from the excavation, a tank shall be made vapour free and care shall be taken not to spill product or sludge from the tank. Any product or sludge that is spilled shall be recovered.

There is an API standard for vapour freeing tanks

2.4.2.5.2.4.2.6. Tanks shall not be used to store liquid fuels once they have been removed from the ground unless they have been recertified in accordance with an approved standard.

If they are used for storing other liquids it is not in TSSA’s jurisdiction

3. Aboveground storage tanks

3.1. Acceptable tanks

3.1.1. Only aboveground storage tanks certified in accordance with an approved Standard shall be installed.

3.1.2. Highway tanks or trailer pups shall only be used for the transportation of product and are not approved for aboveground storage.

3.1.3. Aboveground storage tanks consisting of more than one compartment shall only be used for different classes of product where

(a) each compartment is separated by double bulkheads; and

(b) the space between the bulkheads is continuously monitored for leaks.

3.1.4. In the case of the discovery of a leak, the tank shall not be used until it has been repaired and recertified to the appropriate standard.

3.2. Installation

3.2.1. General requirements

3.2.1.1. Tanks specified in Clause 3.1.1 shall be installed in accordance with the standard to which they have been certified, this Code, and the Ontario Fire Code (notwithstanding any exemption in the Ontario Fire Code from the Technical Standards and Safety Act, 2000). In the event of a conflict, this Code shall prevail.

Note: See Table 1 for location requirements in accordance with the Ontario Fire Code.

The OFC and the ULC standards address other installation criteria, not just setbacks.

Should be no difference between retail, PFO’s or bulk plants.

Table 1 Location of aboveground storage tanks

Maximum tank Minimum distance

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capacity, L to a property line or to a building on the same

property, m

250000 3

500000 4.5

2500000 9

5000000 12

> 5 000 000 15

Note: This Table has been reprinted from Table 4.3.2.A of the Ontario Fire Code

3.2.1.2. Notwithstanding Clause 3.2.1.1, ULC-S655 (which superseded ULC/ORD C142) tanks containing Class I product shall be located at least 1 m from a building and 3 m form the property line.

Re-located from 3.5.3. Should apply to all ASTs, not just those at retail sites.

3.2.1.2.3.2.1.3. The minimum distance required in Table 1 between an aboveground storage tank containing only Class II liquids and a building on the same property may be reduced to

(a) 1.5 m, provided that the tank capacity is not more than 50 000 L; or (b) 0 m, provided that the tank capacity is not more than 2500 L. Note: This Clause has been reprinted and modified from Part 4 of the Ontario Fire Code.

3.2.1.3.3.2.1.4. Aboveground storage tanks shall be installed

a) Not less than 15 metres from drilled water wells, and

b) Not less than 30 metres from a dug water well , and or waterway

b)c) Except at marinas, not less than 30 metres from a waterway.

Clarity

3.2.1.5. The minimum distance between adjacent tanks shall be 1 m in all directions. Re-located from 3.5.6

3.2.1.4.3.2.1.6. Aboveground storage tanks shall not be installed at a bulk plant without the requirements for fire fighting accessibility having been accepted by the Chief Fire Official.

3.2.1.5.3.2.1.7. Supports for above ground tanks shall be non-combustible and designed in accordance with good engineering practice.

OBC has no requirements for tank

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supports.

3.2.1.6.3.2.1.8. Single-wall aboveground tanks less than 5,000 L in capacity shall be installed within four years of the effective date of this Code on supports, or on a concrete pad to allow the bottom to be inspected.

Deadline has passed.

3.2.1.7.3.2.1.9. Aboveground storage tanks and all connected piping shall be maintained in a manner that prevents corrosion that is detrimental to the integrity of the tank and the piping.

Corrosion in the form of minor rusting cannot be totally prevented.

3.2.1.8.3.2.1.10. Aboveground storage tanks shall be protected from vehicular impact.

3.2.1.9.3.2.1.11. Where an aboveground storage tank and aboveground piping have been installed, an approved manual or automatic leak detection system shall be installed in accordance with Clause 7.

3.2.2. Testing of tanks

3.2.2.1. Aboveground storage tanks installed in accordance with CAN/ULC-S601ULC S630 or API Std 650 shall be given an in-service external inspection at intervals not exceeding 5 years in accordance with the requirements of API Std 653.

S630 superseded by CAN/ULC-S601

3.2.2.2. Aboveground storage tanks installed in accordance with CAN/ULC-S601ULC S630 and API Std 650 that do not have double bottoms shall be internally inspected at least every 10 years, beginning when the tank is 15 years old or in accordance with the interval criteria specified in API Std 653.

Note – API 653 only addresses the repair of vertical tanks, not horizontal.

3.2.2.3. The inspection required by Clauses 3.2.2.1 and 3.2.2 2 shall be documented and these records shall be retained in accordance with Clauses 1.2.3 to 1.2.5.

3.2.2.4. Where the inspection required by Clause 3.2.2.1 or 3.2.2.2 does not confirm the acceptability of an aboveground storage tank for continued service, the authorization holder of the storage tank shall stop using the tank and shall

(a) immediately withdraw all product from the tank and notify the Technical Standards & Safety Authority; and

(b) if the authorization holder wishes to continue using the tank, (i) take corrective action to ensure the acceptability of the tank for continued service; and (ii) submit an engineering report to the Technical Standards & Safety Authority that confirms the acceptability of the tank for continued service.

3.2.3. Product identification

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3.2.3.1. Aboveground storage tanks shall be permanently marked to identify the product they contain, on at least two sides, in a size to ensure clear legibility from at least 4.5 m or from outside a dike, whichever distance is greater.

3.2.3.2. Markings required by Clause 3.2.3.1 shall be

(a) of a colour specified in Using the CPPI Canadian Fuels Association Colour-Symbol System to Mark Equipment and Vehicles for Product Identification on a contrasting background; and

(b) maintained to be clearly legible at all times.

3.3. Secondary Containment

3.3.1. Dikes

3.3.1.1. General

3.3.1.1.1 An aboveground storage tank shall be diked in accordance with

(a) this Code; or (b) in the absence of requirements for such systems in this Code, the provisions of the Ontario Fire Code (notwithstanding any exemption in the Ontario Fire Code from the Technical Standards and Safety Act, 2000).

Scope of Part 4 of OFC exempts the Gasoline Handling and Energy Acts, which are predecessor acts of the TSS Act.

3.3.1.1.2 Notwithstanding the requirements of Clause 3.3.1.1.1, an aboveground storage tank with a capacity of 5000 L or less need not be diked, provided that, in the event of the loss or escape of product, it does not

(a) create a hazard to public health or safety; (b) contaminate any fresh water source or waterway; (c) interfere with the rights of any person; or (d) allow entry of product into a sewer system or underground stream or drainage system.

3.3.1.2. Capacity

3.3.1.2.1 The owner of a diked aboveground storage tank shall ensure that the dike has dimensions such that the volume of liquid it can contain equals

(a) where the dike contains one tank, 110% of the capacity of the tank; or (b) where the dike contains more than one tank, the capacity of the largest tank plus 10% of the aggregate capacity of all other tanks, or 110% of the largest tank, whichever is greater.

3.3.1.3. Construction

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3.3.1.3.1 The owner of a diked aboveground storage tank shall ensure that the dike is designed and constructed in accordance with Clause 3.3.1.3.2 and maintained in accordance with Clause 3.3.1.4.

3.3.1.3.2 The floor and walls of every dike shall be constructed to be compatible with the liquid being stored, shall be leak tight, and shall be made of a material that has a maximum permeability of 1 × 10-6 cm per second for a minimum period of 72 hours in order to withstand the full hydrostatic head of product within the dike.

3.3.1.3.3 For field-erected tanks where the dike floors and walls conform to the requirements of Clause 3.3.1.3.2 up to the perimeter of the tanks, monitored double bottoms shall be used.

3.3.1.3.4 The walls of a diked area shall be designed and constructed such that

(a) they do not exceed an average height of 1.8 m above ground level; or (b) they may exceed 1.8 m above the ground level, provided that acceptable provisions are made to facilitate access to the tank, valves, and other equipment as well as safe egress from the diked area.

3.3.1.3.5 The distance between the dike wall and an aboveground storage tank shell shall be not less than 1.5 m.

3.3.1.3.6 Where a dike is provided with valves that allow the removal of accumulated surface water or product, they shall be closed and locked when not engaged in a supervised draining operation, and the valve positions shall be clearly marked whether opened or closed.

3.3.1.3.7 There shall be no opening in the dike bottom or sidewalls for drainage purposes.

3.3.1.4. Maintenance

3.3.1.4.1 The authorization holder of a diked aboveground storage tank shall ensure that the dike is maintained to meet the requirements of Clause 3.3.1.3.

3.3.1.4.2 Dikes shall be inspected on a regular basis to ensure that no surface water or product is accumulating inside.

3.3.1.4.3 Accumulated surface water or product shall be removed and shall not be allowed to build up such that the capacity of the dike is reduced below that required by Clause 3.3.1.2(a) or (b).

3.3.2. Integral secondary containment

3.3.2.1. Notwithstanding the requirements of Clause 3.3.1.1.1, the following aboveground storage tanks

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shall be considered to be in compliance with the diking requirements of this Code, provided that tank assemblies are protected from vehicular impact:

(a) tanks with a maximum capacity of 80 000 L and conforming to an approved standard for tanks with secondary containment; or (b) tanks with a maximum capacity of 5000 L and equipped with a dike conforming to ULC/ORD-C142.20.

3.3.2.2. Aboveground storage tanks installed without dikes, in accordance with Clause 3.3.2.1, shall be equipped with an approved overfill protection device and shall have an approved spill containment device.

3.3.2.3. For aboveground tanks with a capacity of 5000 L or less, an approved fill procedure designed to prevent a tank being filled to more than 95% of its total capacity may be used in lieu of the overfill protection device required by Clause 3.3.2.2.

Overfill procedures only acceptable for small AST’s

3.4. Temporary and Permanent Tank Disuse

3.4.1. Temporary Disuse

3.4.1.1. Where an aboveground storage tank is out of service for up to 180 days, the owner or authorization holder shall

(a) close and permanently lock the necessary valve to isolate the disused tank; (b) arrange for monthly gauging of the tank and maintain a record of such readings; and (c) before reuse, inspect the tank to ensure that the tank is in safe condition for use.

3.4.1.2. When an aboveground storage tank is out of service for more than 180 days but less than 2 years, the owner or authorization holder shall empty the tank and all connected piping of fluid content.

vapour in the tank & piping is not a spill hazard and the tank may be returned to service.

3.4.2. Permanent Closure

3.4.2.1. Where an aboveground storage tank, other than an API Std 650 or ULC-S630 tank, is out of service for 2 years or more, the owner of the tank system or the owner of the property on which the tank is located shall remove the tank and piping.

API has procedures for mothballing and reactivating tanks. No need to remove pipng. ULC-S630 tanks are similar to API 650 tanks

FS has had reports of ULC AST’s brought back into service for storing fuels and other liquids. In some cases the tanks were not fit for service.

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in that they are both field erected and must be tested per clauses 3.2.2.1 and 3.2.2.1

3.4.2.2. Where an aboveground storage tank is removed permanently and the site no longer possesses petroleum storage tanks, the owner or authorization holder of a facility, the owner or the authorization holder of the storage tank system, or the owner of the property on which the equipment is installed, as the case may be, shall

(a) remove or make product-free the remainder of the system;

(b) provide written notification to the Director within 90 days of the removal of the equipment; and

(c) comply with Clause 8.3.

See FS-131-08 – states to notify MOE & municipality. However this is not necessary. TSSA will notify MOE ifs there is a contamination issue.

3.4.2.3. Where an aboveground storage tank will be removed but the site still remains operational (continues to store fuel), the owner or authorization holder of a facility, the owner or authorization holder of the storage tank system, or the owner of the property on which the equipment is installed, as the case may be, shall

(a) remove or make product-free the remainder of the system; and (b) comply with Clause 8.2.

3.5. Aboveground Storage Tanks at Retail Sites

3.5.1. Clause 3.5 applies to all retail gasoline facilities, unless otherwise noted. Where there is a conflict between the provisions of Clause 3.5 and other provisions of this Code, Clause 3.5 shall prevail.

3.5.2. Tanks and tank compartments shall have a maximum individual capacity of 80,000L and a maximum aggregate capacity of 200,000 L.

Note: This Clause does not apply to cardlocks/keylocks located at bulk plants.

Since compartments are mandated to have double bulkheads, each compartment can then be classed a separate tank.

A single tank of 150000 ltr capacity with compartments that are limited to 80000 ltr. should isbe acceptable.

3.5.3. Aboveground storage tanks locations shall be located in accordance with section 3.2.1.1, and Table 13.2.A, 3.2.1.2 and 3.2.1.3.

Editorial – 3.2.1 covers the installation of an AST.

3.5.4. Notwithstanding Clause 3.5.3, ULC S655 (which superseded ULC/ORD C142.16) tanks containing Re-located to 3.2.1.2

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Class I product shall be located at least 1 m from a building and 3 m from the property line. because applies to retail and pfos

3.5.5.3.5.4. All aboveground storage tanks at retail sites shall have secondary containment that complies with Clause 3.3.

3.5.6. The minimum distance between adjacent tanks shall be 1 m in all directions. Re-located to 3.2.1.5 because applies to retail and pfos

3.5.7.3.5.5. Any openings into tanks shall be secured to prevent tampering. Example - a lockable gate or stairs for AST’s

3.5.8.3.5.6. Aboveground storage tanks exposed to vehicular traffic shall be protected from impact by

(a) design, in accordance with an approved standard; or (b) posts or guardrails that are constructed in accordance with good engineering practice and are located at least 1 m away from the tanks.

4. Piping and product transfer

4.1. General requirements

4.1.1. Product shall not be transferred from a storage tank except by means of pumping. 4.1.1 should not apply to siphon lines.

4.1.2. Product transfer from aboveground storage tanks shall not be allowed using bottom outlets located below the liquid level unless the tank is located in a dike.

Tank could drain if line breaks

4.1.3. Product shall not be transferred to or from a storage tank by any method that will change the internal pressure of the tank.

Don’t want pressure or vacuum build up

4.1.4. Notwithstanding Clause 4.1.1,

(a) where multiple aboveground tanks are located in a common dike, tank balancing may be done by gravity transfer; and

(b) underground storage tanks may be balanced through a siphon line located at the top of the tanks.

Applies to all facilities not just bulk plants.

4.1.5. For all aboveground storage tanks with connections below the liquid level, product piping shall be equipped with the following valve or valves located as close to the tank as possible or within a dike if a dike provides the secondary containment for the tank:

Clarity –must have solenoid valve (shut off) & must be located inside the dike

New (within the dike) – previous installations will be grandfathered.

Anti-siphon valves are

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(a) fail-safe closed, fire-safe valve; and

(b) an anti-siphon or normally closed fail-safe automatic valve.

All aboveground storage tank product piping shall be equipped with a manually operated fire-safe valve located as close as possible to the tank.

To prevent draining the tank if have leak in the piping.

inexpensive. All AST’s with off-tank piping should have them. Applies to both AST’s and UST’s. Water draining is a manual supervised operation by trained bulk plant staff.

4.1.5.4.1.6. Clause 4.1.5 does not apply to water drains. All piping, except for water drains, that is below the highest liquid level of the supplying tank shall be protected with an anti-siphon or normally closed fail-safe automatic valve.

Anti- syphon requirement included in 4.1.5

4.1.6.4.1.7. Water drains shall be fitted with valves and kept plugged when not in use

4.1.7.4.1.8. All piping shall have a method of pressure relief to prevent the piping system from experiencing pressures beyond the design operating pressure.

pressure can build up in both above and underground piping due to increased temperature from the sun or a pump malfunction.

Some anti-siphon valves have pressure relief built in.

Can order valve with small hole in gate /flapper & fit with a pressure relief fitting to relieve pressure back into tank.

4.1.9. For suction systems, where the pump is lower than the tank causing the piping to be under pressure, an anti-syphon valve shall be installed at the tank and a shear valve shall be installed under the pump.

Need both anti-syphon and shear to prevent a release in event of a pipe break.

New

4.1.8.4.1.10. Threaded joints shall be made using a joint compound or tape approved for the intended use.

4.1.9.4.1.11. Welding of piping shall be performed in accordance with a procedure approved under the Technical Standards and Safety Act, 2000, by a welding operator holding an authorization under the Technical Standards and Safety Act, 2000.

4.1.10.4.1.12. Gaskets shall be resistant to the liquid being carried under all operating conditions.

4.1.11.4.1.13. Where a flexible hose connector is used, it shall conform to Standard ULC ORD-C536, shall not be direct buried and shall be installed using an the approved installation procedure.

C536 - Aboveground use only & limited to 60

C536 Can be used inside a sump.

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inches in length

4.1.14. Where flexible metal piping is used underground, it shall conform to Standard ULC-S667-11 and shall be installed using the approved installation procedure.

New

4.2. Fill Pipes

4.2.1. Underground storage tanks

4.2.1.1. The fill pipe for an underground storage tank shall not be located

(a) inside or under any building; or (b) less than 1.5 m, measured horizontally, from any building opening or fire escape.

4.2.1.2. The fill pipe for an underground storage tank shall be

(a) equipped with an approved spill containment device; (b) equipped with a vapour-tight closure; (c) fitted with a drop tube

(i) cut at a 45° angle at the bottom of the tube; and (ii) of a length that permits the bottom of the tube to terminate within 150 mm of the bottom of

the tank; and (d) kept securely closed except while the tank is being filled or dipped for measurement.

To reduce chance of open air (splash) filling

NFPA 30 & the OFC allows a drop tube to be 150 mm from the bottom of the tank.

4.2.1.3. Double-wall containment and leak detection are required for fill pipes that are offset from the fill point on the tank (remote fills).

4.2.1.4. Approved spill containment shall be provided at all manual dip openings into a storage tank.

4.2.1.5. Where the direct riser is connected to a remote fill, it shall have a vapour-tight cap and a check valve to prevent backflow.

When the OPD activates, fuel will geyser up through the connected direct riser.

4.2.1.6. Where the fill pipe for an underground storage tank is above grade level, it shall be provided with protection against vehicle impact.

4.2.1.7. Where the measurement of the contents of an underground storage tank is done through a pipe separate from the fill pipe, that pipe shall be installed in accordance with the requirements of Clauses 4.2.1.1 and 4.2.1.2.

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4.2.1.8. All fill pipes shall be permanently marked in accordance with Clause 3.2.3.2.

4.2.2. Aboveground storage tanks

4.2.2.1. Connections to piping through which tank cars or highway tanks discharge product by means of pumps into aboveground storage tanks shall be

(a) provided with check valves for automatic protection against backflow; and (b) designed, installed, and maintained to prevent leakage and spillage.

It is meant for bulk plants but it is valid for any installation where the filling line is above the level of the filling point in a fixed system

4.2.2.2. Where Class I product fill pipes are located above the stored liquid level, aboveground storage tanks shall be provided with a means of preventing splash filling.

Can have a drop tube or stinger.

4.2.2.3. Storage tanks installed indoors for Class II and Class III products shall have the fill point located outside the building, and the fill point shall be

(a) at least 0.5 m above the top of the tank; (b) equipped with a tight-fitting cap; (c) equipped with an approved overfill protection device, or there shall be an approved overfill

procedure (see TSSA Regulatory Bulletin GA 02/2); and (d) a minimum of 0.5 m below the highest level of the emergency or normal vent.

4.3. Vent piping

4.3.1. General

4.3.1.1. Double-wall containment and leak detection are not required for vent lines when the tank is equipped with an overfill protection device.

4.3.1.2. Vent piping shall not extend into the tank more than 2.5 cm beyond the depth of the tank fitting.

4.3.1.3. Vent openings shall have a cross-sectional area sufficient to permit the free escape of air and vapour when filling of the connected tank or tanks is being performed at maximum intake capacity.in accordance with the applicable ULC or API tank standard.

Venting has to comply with the standard

4.3.1.4. Where a vent is equipped with a weatherproof hood, the effective opening shall be not less than 5.0 cm in diameter or the minimum size indicated for normal venting in the standard to which the tank has been constructed.

Applies to both USTs & ASTs

4.3.1.5. Subject to sections 4.3.1.6 and 4.3.1.7, eEvery tank and tank compartment shall be individually vented.

tank product configurations are always changing. May not know

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

that they are manifolded. Also some sites are not upsizing the common manifold. Better to vent each tank and compartment individually. This is less expensive than upsizing the common vent.

4.3.1.6. For tanks and tank compartments that require vapour recovery systems in accordance with O. Reg. 455/94, the vapour recovery piping shall not be manifolded.

To prevent cross contamination.

4.3.1.6. Only tanks containing products of the same class may be individually vented into a common manifold.

4.3.1.7. Where a common manifold is used,

a) the common manifold shall be a minimum open area equal to the sum of the open areas of all of the vent pipes connected to it, and

b) all vent piping and common manifolds shall be at least 5 centimetres above the top of the highest tank.

4.3.1.6 & 4.3.1.7 deleted because tank product configurations are always changing. May not know that they are manifolded. Also some sites are not upsizing the common manifold. Better to vent each tank and compartment individually. This is less expensive than upsizing the common vent.

Older sites grandfathered

4.3.1.8.4.3.1.7. Vent pipes, except for emergency vents on aboveground tanks, shall

(a) be provided with a weatherproof hood; (b) terminate in open air

(i) not less than 2 m above grade level for Class II products, and not less than 3.5 m above grade level for Class I products;

(ii) outside buildings, such that fumes from the vent cannot enter or be drawn into any building through a window, door, or other opening, including air intakes; and

.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

(iii) at a distance of at least 6 m horizontally from truck loading or parking facilities, or other likely sources of ignition, when venting Class I product tanks located in bulk plants or at railway tank car unloading facilities;

(c) be firmly supported and protected; (d) when venting Class I product, be located to minimize the impact of gasoline vapours on people,

structures, and mechanical equipment; (e) comply with the distances specified in Table 2; and (f) not enter a building.

e.g. bus kiosks & NGV stations

4.3.1.9.4.3.1.8. Storage tanks installed inside a building for Class II products shall have vent pipes located outside the building at

(a) a minimum of 2 m above grade or 1 m above the top of the tanks, whichever is higher; and (b) a minimum of 600 mm from any opening into the building.

4.3.1.10.4.3.1.9. Where the vent of a tank is obstructed,

(a) product shall not be withdrawn from the tank; and (b) the tank shall not be used until corrective action has been taken to remove the obstruction.

Difficult to tell if vent is obstructed when vapour recovery is installed

4.3.1.11.4.3.1.10. Vent piping shall have a slope back to the tank without traps that can collect liquids.

4.3.2. Venting of Aboveground Tanks

4.3.2.1. Every aboveground storage tank shall be vented in accordance with the standard to which it has been certified.

4.3.2.2. In the case of vents equipped with a weatherproof hood or a flame arrestor, or both, the effective opening shall be not less than 5 centimetres diameter or that required by the Standard to which the tank has been constructed.

Delete 4.3.2.2 See 4.3.1.4. applies to both ASTs and USTs

4.3.2.3.4.3.2.2. Every aboveground storage tank shall be equipped with a firmly supported vent that terminates a minimum of 3 m from any opening in a building and 1.5 m above and away from the edge of any flat roof.

If the vent is right against the wall of a flat roof building the vapours will flow out of the vent and on to the flat roof and flow to HVAC systems and then into the building. I have seen this occur at operating sites and it is a health hazard.- B.

No reference in NFPA 30 /30A to distance from bldg opening.

Is this necessary? Is it not covered by 4.3.1.6 (b)(ii)?

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

Trussler

4.3.2.4.4.3.2.3. Vents for aboveground storage tanks, except for tanks certified to meet the requirements of ULC S643S601 utility tanks, shall be not less than 2 m above grade level for Class II products and not less than 3.5 m above grade level for Class I products.

ULC S643 has been incorporated into the new S601.

4.3.2.5.4.3.2.4. Emergency vents on aboveground tanks shall

(a) be equipped with a cover that prevents the escape of vapour from the tank during normal operating conditions;

(b) terminate outdoors; (c) where vapour recovery is required, be equipped to seal to a maximum pressure of 3.5 kPa (0.5

psi) gauge; and (d) shall terminate at a minimum of 150 mm above the spill containment device unless the

emergency vent is integral to the spill containment device and is approved to ULC S663-11, Spill Containment Devices for Aboveground Flammable and Combustible Liquid Storage Tanks..

If vapour can escape, will not be able to do vapour recovery. To prevent spills from vent in the event of an overfill.

ORD-C142.19-94 replaced by S663-11

See FS-125-08

4.3.2.6.4.3.2.5. The vents for tanks built to the ULC S601 utility tank (formerly ULC S643 ) standard shall terminate a minimum of 150 mm above the spill containment device unless the vent is integral to the spill containment device and is approved to ULC S663-11, Spill Containment Devices for Aboveground

Flammable and Combustible Liquid Storage Tank..

For both normal and emergency vent

This will prevent product from escaping through the vent in the event of an overfill. See FS-125-08

4.4. Aboveground piping systems

4.4.1. Aboveground piping and components shall be non-combustible and shall have a minimum melting temperature of 538oC (1000oF).

4.4.2. Except for piping installed in a monitored sump, Aaboveground piping and fittings shall be protected from external corrosion.

Piping in monitored sumps exempted since leaks are contained

corrosion cannot be totally prevented

4.4.3. Aboveground piping and fittings shall be firmly supported in accordance with good engineering practice.

4.4.4. Aboveground piping and fittings shall be protected from vehicle impact. See Advisory FS-114-07 R2.

4.4.5. Piping systems shall be clearly and permanently marked in accordance with Using the CPPI Canadian Fuels Association Colour-Symbol System to Mark Equipment and Vehicles for Product

Canadian Fuels Association is the new

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

Identification to identify the products they contain, and the marking shall be maintained to be clearly visible at all times.

name of CPPI

4.4.6. Valves shall be identified with a tag of anodized or enamelled metal or petroleum-resistant plastic to denote the product controlled by the valve, and the colour shall comply with the requirements of Clause 4.4.7.

CPPI Canadian Fuels Association Colour system denotes the product not the class of product.

4.4.7. Identification tags specified in Clause 4.4.6 shall have a shape, size, and colour as specified in Using the Canadian Fuels Association CPPI Colour-Symbol System to Mark Equipment and Vehicles for Product Identification.

4.4.8. If not equipped with a normally closed automated valve, then the mManual valves on product piping shall be closed and locked out when the facility is closedclosed and currently not operating.

The intent is not to lock the manual valves overnight but to lock them if facility is not operating for an extended period of time.

4.4.9. The installation of automated valves serving more than one tank with the same product is permitted provided that

a) the automated valve is installed within the dike;

b) the piping from the tanks to the automated valve is hard welded; and

c) a manual valve is installed at each tank.

No longer required. See changes to 4.1.5 – valves are in dike, close to tank.

4.4.10.4.4.9. Interconnected piping systems carrying different classes of product shall be separated by steel blind flanges or double-block and bleed-valve assemblies, except for pipeline manifolds equipped with special hardware.

To prevent the contamination of diesel with gasoline.

4.4.11.4.4.10. Flanged joints shall be made with forged or cast steel flanges that are designed, constructed, and installed in accordance with ANSI/ASME B16.5.

4.4.12.4.4.11. Bolting materials for flanged connections in steel piping systems shall be of alloy steel in meeting a minimum of accordance with Standard ASTM A193, Grade B-7.

clarity

4.4.13.4.4.12. Threaded, welded, or flanged piping connections and valves shall have a minimum rating of 1034 kPa (150 psi) and shall meet ASME/ANSI B16.an approved standard.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

4.5. Underground Piping Systems

4.5.1. Construction materials

4.5.1.1. Product piping systems conforming to an approved standard shall be used for underground installations and shall have double-wall containment.

ORD –C971 for flex pipe

4.5.1.2. Existing galvanized piping systems not upgraded with cathodic protection shall be replaced with an approved double-wall system.

4.5.1.3. All new pressure systems where the entire piping run is underground shall have Electronic Line Leak Detection (ELLD) and existing installations shall be upgraded with ELLD by 2020Existing single walled pressure systems shall be upgraded with electronic line leak detection in accordance with Clause 7.4.3.

ELLD will alleviate many of the problems we now have with leaking sumps and entry boots since it will provide level one leak detection (0.38 L/hr) on piping and alarm regardless of the condition of the sump. For new sites, the cost of ELLD would be approximately $6,000 for three STPs. To retrofit a similar site would cost approximately $20,000 if the site already has an electronic monitoring (all double wall sites already have monitoring system).

Deadline has passed for single wall systems.

RRG reconsidered mandating ELLD for aboveground pipe since it does not work well due to thermal expansion/contraction.

4.5.1.4. For existing single-wall suction systems, a vertical check valve shall be installed immediately below the suction pump, and an inspection plug shall be installed immediately below the check valve between the check valve and the tank. Check valves shall comply with 7.5.10 and 7.5.11.

No safety reason to require inspection plug. Inspectors no longer open plug to see if line is obstructed. See FS-209-

Suction pumps need both shear and check valves. Combination valves are available.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

14

4.5.1.5. Where service pressures exceeding 875 kPa (125 psi) may occur, piping and fittings shall meet the requirements of ANSI/ASME B31.3.

4.5.1.6. Steel fittings shall have a minimum pressure rating of 1034 kPa (150 psi) and shall meet an approved standard.

4.5.1.7. Except for vent lines and vertical fill pipes, steel piping in direct contact with backfill shall be provided with corrosion protection in accordance with CAN/ULC-S603.1 or provided with an impressed current cathodic protection system.

Vent lines and direct fill pipes are always empty so perforations in the pipe will not cause product to enter the environment.

4.5.2. Installation

4.5.2.1. Piping systems shall be installed in accordance with the manufacturer’s installation instructions and this Code. Only contractors who are trained and certified by the manufacturer shall install the piping system.

Most equipment manufacturers provide training and a wallet card with an expiry date.

4.5.2.2. All tank risers and fittings connected to the tank shall be installed so as to prevent the transfer of external loads back to the tank.

4.5.2.3. Product piping shall not have buried mechanical fittings except where fittings are required to isolate an underground tank from a single wall suction line.

Swing joints are used on vents and in sumps. Mechanical fittings (e.g. flanged fittings) are a source of leaks. See FS-209-14

Vent is not part of product piping

4.5.2.4. Piping connected to the tank shall be connected on the top of the tank and shall be installed so that it slopes drains back to a monitored sump.

All leaks will be detected in the sump. Some flex pipe will sag in the runs. Interstice very small any product will end up in sump.

OPW loop system okay.

4.5.2.5. Underground piping connected to an aboveground storage tank shall terminate in a monitored underground transition sump that is accessible from grade level.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

4.5.2.6. An under-dispenser sump shall be leak tight and equipped with a liquid sensor that will signal the attendant and shut down the dispenser when any product or high level of liquid is present in the sump.

Need discriminating sensor.

FS accepts stand alone sensors – the ‘signal’ is shutting down the dispenser.

4.5.2.7. Water shall be removed from all sumps to within 50 mm of the lowest bulkhead fittingbottom of the sump.

difficult to remove all water from a sump. Piping enters dispenser pans from the bottom.

4.5.2.8. For existing sites, sump leak detection may be performed manually until December 31, 2009, provided that

a) A visual inspection is performed on a daily basis on all sumps and liquid is removed per 4.5.2.7;

b) a written record is made of the condition inside the sump; and

c) the record is kept for a minimum of three years;

This was an interim measure until upgraded in 2013.

See FS-109-07

4.5.2.9.4.5.2.8. All sumps where product can collect shall be electronically monitored by June 1, 2013. Unmanned facilities can be remotely monitored.

4.5.2.9. All submersible pumps, installed below grade, shall be contained in a monitored sump by December 31, 2020.

New – to replace the old culverts. This will remove all single wall pressure systems which are the most problematic for leaks.

Increased time to 5 yrs to allow for planning/budgeting

4.5.2.10. When steel product piping with an impressed current system for protection against external corrosion is installed, the piping shall be

(a) certified in accordance with an approved standard; and (b) provided with double-wall containment. The impressed current system shall be designed by a professional engineer or by a person certified by NACE.

ULC –S667 does not recognize ‘cladding’ as corrosion protection. Stainless steel; brass or aluminium provide the corrosion resistant properties.

4.5.2.11. The authorization holder shall keep installation, testing, and certification records for impressed current cathodic protection systems in accordance with Clauses 1.2.3 to 1.2.5.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

4.6. Pumps and dispensers

4.6.1. Gasoline shall not be dispensed at a rate in excess of 38 L/min. This clause is redundant in light of the Federal requirement to dispense gas at 38 L/min. Clause will be retained for clarity.

4.6.2. Dispensing equipment at a facility shall be installed on a pump island or on a support structure that is protected from vehicular impact.

All vehicles can mount the island

under the right set of

circumstances. Properly installed shear valves function to limit the damage that can be done. No foolproof protection system that still allows access to the dispenser.

4.6.3. Where dispensing equipment is installed on an island or support structure, it shall be securely fastened, and an approved shear valve, installed in accordance with the manufacturer’s installation instructions, shall be installed beneath the dispensing equipment.

Can’t install a shear valve when dispenser is located on top of tank

4.6.4. Where a submersible pump is installed, the pressure developed by the pump shall not exceed the working pressure of any component in the piping system.

4.6.5. For storage systems where piping experiences a positive pressure, the following equipment shall be installed in accordance with the manufacturer’s instructions:

(a) an approved shear valve installed under the dispenser; (b) an approved leak detection system; and (c) a containment sump for the submersible turbine pump .where it is installed below grade..

RRG reconsidered mandating ELLD for aboveground pipe

4.6.6. The sump in Clause 4.6.5(c) shall be leak tight and equipped with a liquid sensor that signals the attendant and shuts down the submersible pump when any product is present in the sump.

4.6.7. Approved spill and leak containment sumps shall be provided for under the dispensers in order to prevent product from escaping into the environment.

Editorial

4.6.8. The sensor in submersible pump and dispenser sumps shall be located below the lowest side opening in the sump.as close to the bottom of the sump as possible.

Piping enters dispenser pans from the bottom.

4.6.9. The equipment required by Clause 4.6.8 5 shall be maintained and tested at least once per year or in accordance with the manufacturer’s instructions and a written record of the maintenance and

Check – 4.6.5(b)?

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

testing shall be retained. See Fs-109-07

4.6.10. Sump Leak detection shall be electrically interlocked such that

(a) when a leak is detected, an audible or visible alarm is activated and product flow is shut off; and

(b) when the leak detection device is turned off or bypassed, product flow is shut off.

Note – stand alone sensors give a visual alarm by virtue of shutting down the dispenser.

4.6.11. Product alarms or high-liquid-level alarms in the dispenser sump shall shut down the dispenser. When the alarms are for the turbine sump, they shall shut down the submersible turbine pump.

4.6.12. Hoses through which product is transferred to the fuel tank of a motor vehicle shall not exceed 4.6 m in length unless a hose-retracting mechanism is used, in which case the maximum hose length shall not exceed 10 m.

4.6.13. An approved emergency breakaway device shall be installed on each hose at all retail facilities one year after this Code comes into effect.

NFPA 30A, 6.5.2 has an exception for marinas but this is good engineering practice for all retail sites. PFO’s exempt since no public access.

4.6.14. Where the hose is attached to a hose-retracting mechanism, the emergency breakaway device

shall be installed between the retracting mechanism clamp and the nozzle.

NFPA 30A, 6.5.3

4.6.15. Where latch-open nozzles are used, the nozzle shall be designed so that it closes automatically when returned to the dispenser.

Note: Nozzles that meet this requirement include nozzles that close when there is no flow/pressure as well as interlock nozzles that unlatch when removed from car fill pipes or when hung on the dispenser.

4.6.16. Nozzles used at retail facilities shall be

(a) the automatic shut-off type; and (b) equipped with attitude devices that stop the flow when the nozzle spout is above the horizontal position.

Note – all OPW 11A & 11B nozzles have attitude devices but it is not a requirement in the ULC standard.

4.6.17. A nozzle used for dispensing diesel shall have a spout diameter of at least 23.6224 mm. To harmonize with the ULC S620.

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4.6.18. At facilities that have both Class I and II product, the nozzles shall be differentiated by colour and the product type shall be identified on either the nozzle or at the nozzle holster.

Need to differentiate product to prevent putting gasoline into diesel engine.

The nozzle size only prevents putting diesel into a gasoline engine, not the reverse. (IOL)

5. Facility design

5.1. General

5.1.1. Product at a facility shall be dispensed by pumping, and the dispensing equipment shall be located not less than

(a) 3 m from a property line; (b) 3 m from any highway as defined in the Highway Traffic Act; (c) 4.5 m from any opening in a building; and (d) 1 m from a building.

5.1.2. The distance between storage tank vents and dispensing equipment shall be in accordance with

Table 2 of this Code.

5.2. Full-serve and self-serve facilities

5.2.1. At retail outlets where both attended and self-serve dispensing equipment is installed, attended dispensing equipment shall not beb installed where it obstructs the visibility of any self-serve dispensing equipment.

Not required with video monitoring

5.2.2.5.2.1. No person under the age of 15 shall operate dispensing equipment at a self-serve facility. O. Reg. 851 specifies 15 as minimum age of worker in factory.

Table 2 Horizontal distance between storage tanks, vents, and

dispensing equipment and distance from water wells to storage tanks at facilities, in metres

_______________________________________________________________________________

NGS NGD PS PD GD GV LFAS

NG setbacks from Table 6.14 of CSA-B108-99 & 2.15 of CAD for CNG

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

NGS — 2.5 or 4* 6 4.5 4.5 0 6 NGD 2.5 or 4* — 3 3 1.5 7.5 3 PS 6 3 — — 6 0 6 PD 4.5 3 — — 3 7.5 3 GD 4.5 1.5 6 3 — 3† † GV 0 7.5 0 7.5 3† — 0 LFAS 6 3 6 3 † 0 —

Legend:

NGS — natural gas storage NGD — natural gas dispenser PS — propane storage PD — propane dispenser GD — gasoline/diesel dispenser GV — gasoline tank vent LFAS — liquid fuel aboveground storage (excluding propane)‡§ *For 0 to 4000 L, the distance shall be 2.5 m, and for 4001 to 10 000 L, the distance shall be 4 m. †Not applicable to aboveground storage tanks. ‡The distance from drilled water wells to storage tanks at any facility shall not be less than 15 m. §The distance from a dug water well or waterway to a storage tank at any facility shall not be less than 30 m.

GV to NGD from clause 2.15 of CAD for CNG No separation distance in B149.2 between PS and PD

5.2.3.5.2.2. Self-serve dispensers shall be

(a) equipped with a single-action control (emergency stop), readily accessible to the self-serve attendant, to shut off power to all dispensing equipment and/or submersible pumps in the event of an emergency; and (b) located not more than 50 m from the self-serve dispenser control equipmentpoint of monitoring.

clarity

IOL

5.2.4.5.2.3. The facility shall be equipped with a video monitoring system that allows the self-serve attendant a constant view of all dispensing positions.

5.2.5.5.2.4. The monitor shall be dedicated to the dispensers and may also monitor the car wash, but it shall not monitor images of the store.

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5.2.6.5.2.5. The image displayed on the monitor shall be of adequate size and clarity to allow the attendant to read the a vehicle font of a licence plate held by someone standing in the fuelling area.

5.2.7.5.2.6. The video monitoring system shall be interlocked with each dispenser monitored such that failure of the video monitoring system automatically shuts off all dispensers monitored by that system.

5.2.8.5.2.7. For self-serve facilities built prior to January 1, 2007, the video monitoring system for dispensing positions located within 140° and 18.5 m of the console shall comply with the following:

(a) All filling positions shall be located in the attendant’s line of vision. (b) Filling positions that are obstructed shall be monitored by a mirror or a camera. (c) The image displayed in the mirror or on the monitor shall be of adequate size and clarity to allow the attendant to identify a 5 L jerry can.

5.2.9.5.2.8. For self-serve facilities built prior to January 1, 2007, the video monitoring system for dispensing positions located outside 140° and 18.5 m of the console shall comply with the following:

(a) All filling positions shall be monitored by a camera. (b) The image displayed on the monitor shall be of adequate size and clarity to allow the attendant to identify a 5 L jerry can. (c) The cameras shall be interlocked, with each dispenser monitored such that failure of the video monitoring system automatically shuts off all dispensers monitored by that system.

5.2.10.5.2.9. At each self-serve facility, a means of two-way communication between the self-serve attendant and each dispensing location shall be installed.

5.2.11. Self-serve facilities shall have signs posted directing all high outline vehicles that could interrupt the line of vision of the self-serve attendant to refuel only on the outside of the islands.

Revoked by FS-126-08. Redundant since video monitoring allows attendant a constant view.

5.3. Remotely monitored retail sites To address unattended facilities that are activated by bankcards.

5.3.1. Remotely monitored retail facilities shall comply with the requirements of Clauses 5.4.1, 5.4.4, 5.4.5, and 5.4.8.

No need for oil/water separator No need to separate

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

diesel form gas dispensers since customers must turn off ignition similar to self serve.

5.3.2. Users of the facility shall be trained on the location of the emergency stop, communication system, and fire extinguishers

(a) prior to or at the time of the initial use of the equipment, and at least once per year thereafter; and (b) where alteration of the site has resulted in changes that negate the information provided in previous training.

Computer training. No paper records necessary. Should include location of E-stop, fire extinguisher & communication system.

5.3.3. The facility shall have a system of two-way communication from the site to the monitoring station.

5.3.4. The facility shall be equipped with two single-action emergency shut-offs, one located near the pumps/dispensers and the other located remote from the dispensing area.

E-stop shuts down facility

5.3.5. Only an authorized person shall be able to reset the emergency shut-off specified in Clause 5.3.4.

5.3.6. The emergency stop device shall activate an audible or visible alarm at the monitoring station as well as a continuous alarm that is visible to all persons entering the facility.

5.3.7. In addition to the requirements of Clause 6.2, the facility shall have signs in English or pictograms indicating

(a) the location of (i) emergency stops; (ii) fire extinguishers; (iii) the communication system; and

(b) the warning that customers must keep away from the facility when the visual alarm specified in Clause 5.3.6 is activated.

Specify ISO pictogram vs lettering to reduce language barrier. (IOL)

5.3.8. The letters on the signs specified in Clause 5.3.7 shall have a minimum height of 25 mm.

5.3.9. The facility shall be equipped with real-time video surveillance that shall be continuously monitored by trained personnel. The video surveillance shall monitor all fuelling positions.

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5.3.10. The video monitoring system shall be capable of recording and storing a minimum of 78 hours of footage and shall meet the requirements of Clauses 5.2.4 to 5.2.7.

78 hours will cover a long weekend.

5.3.11. Monitoring station staff shall be trained in accordance with Clause 6.7. One dedicated person shall monitor no more than 48 dispensing positions.

Person monitoring cannot be assigned to other duties (IOL)

Refers to Checklist for Gas Station Attendants & Operators

5.3.12. The monitoring station shall meet the requirements of CAN/ULC-S561. To prevent ‘fly-by-night’ operations.

S561 – Installation & Services for Fire Signal Receiving Centres & Systems.

Annual ULC audit

2 hr fire separation

paper audit of contracts & service of equipment

redundant systems

5.3.13. Nozzles used on high-speed pumps shall be truck nozzles equipped with a device to prevent the nozzle from falling out of the fill neck. The nozzle shall be no larger than 25 mm and fuel delivery shall not exceed 120 L/min.

Same for cardlock but can use any size automatic nozzle

5.3.14. Under-dispenser fire suppression shall be provided at all dispensers. same requirement for cardlocks

e.g. OPW’s Firestomper costs approx $150

5.4. Cardlocks / keylocks

5.4.1. Dispensing equipment at a cardlock/keylock shall be installed to stop automatically after dispensing 200 L of Class I product and after dispensing 1000 L of Class II product.

With high-speed pumps

dispensing at 200L per minute, there is a potential to spill 2,000L of diesel. Added benefits of making the customer return to the dispenser (i.e. be in attendance) if they need more than 1,000L.

Keylock systems that time out based on minutes and Cardlock systems that time out based on a litre amount. New wording will satisfy both.

5.4.2. At cardlock/keylock facilities, the minimum distance between a gasoline and diesel dispenser shall OFC 4.5.8.6(2) requires 6

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be 6 m, unless the facility is interlocked to prevent simultaneous operation of the gasoline and diesel dispensers.

metres between gasoline & diesel dispenser. Rational was to separate source of ignition from gasoline.

NFPA 6.3.5 has similar requirement & rationale

5.4.3. All cardlocks/keylocks shall be designed with an oil/water separator. Note: Don’t look for ULC approved equipment. That will be part of the MOE approval.

5.4.4. Dispensing equipment shall be installed so that no fuel can be dispensed to any vehicle on a highway.

5.4.5. At cardlock/keylock facilities, there shall be

(a) automatically controlled lighting to illuminate the dispensing facilities sufficiently at all times to permit the safe dispensing of product; and

(b) signage that complies with Clauses 6.2.43.1 and 6.2.

6.1.4.1 refers to signs

5.4.6. The cardlock/keylock shall be equipped with two single-action emergency shut-offs, one located near the pumps/dispensers and the other located remote from the dispensing area.

Require 2 as in 5.3.4 for unattended sites

5.4.7. Only an authorized person shall be able to reset the emergency shut-off specified in Clause 5.4.6.

5.4.8. Under dispenser fire suppression shall be provided at all dispensers. same requirement for remotely monitored sites.

5.4.9. Nozzles used on high-speed pumps shall be truck nozzles equipped with a device to prevent the nozzle from falling out of the fill neck.

Same as for Remotely monitored sites. Not retroactive. When change nozzle must have device (spout ring)

Similar to remotely monitored site except can use any size nozzle and have high speed pumps (200L/min)

5.5. Marinas

5.5.1. At a marina, an aboveground or an underground storage tank shall be installed no closer than 5 m horizontally from the normal annual highwater mark, and all tanks that may be subjected to flooding

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shall be anchored to prevent dislodgement.

5.5.2. The requirements of Clause 4.1 shall apply to aboveground and underground storage tanks located at an elevation above the dispensing unit. There shall be installed in the line, at or near the exit from the tank, a suitable, automatically operated valve that will prevent siphoning or pressure action from the tank in the event of line rupture.

5.5.3. Pipelines attached to piers, wharves, or docks shall be protected from damage and shall be provided with an easily accessible valve to shut off fuel supply. The valve shall be located at or within 2 m of the landward approach to the pier, wharf, or dock.

5.5.4. At a marina, every product dispenser shall be firmly installed on shore, or on a stationary dock, wharf, or pier.

Similar requirement in 11.3.3 & 11.3.4 of NFPA 30A

APT’s Metallic Ducted (MD) pipe - Not suitable for aboveground installation since can’t meet 1000 F rating and certified for underground installation only..

ULC flex connectors not suitable for floating dock. Not tested for bending due to wave action.

5.5.5. The maximum hose length at a marina shall not exceed 33 m and shall meet the following requirements:

(a) The hose shall be kept out of the water (b) A breakaway fitting shall be installed at the nozzle. (c) A retraction mechanism or hose storage system shall be installed. (d) The hose shall be inspected daily to ensure that it is in good condition. (e) A fire extinguisher with an effective rating equivalent to 20-BC shall be located no more than 20 m from the point of fuelling. (f) An emergency stop shall be installed within 20 m of the point of fuelling.

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5.5.6. The nozzle shall be returned to the storage position when not in use.

5.5.7. At a marina, the authorization holder shall ensure that monthly off-season inspections are conducted to verify that

(a) the fill pipe caps are secure and locked; (b) the dispensers are locked; (c) no loss of product or water infiltration has occurred; (d) the tanks have not been dislodged; and (e) impressed current corrosion protection systems are operating.

Could have either impressed current or anode CP systems Anode systems are always ON and can’t be checked. Vents should be checked annually for proper operation

5.5.8. The authorization holder shall maintain a record of the inspections required by Clause 5.5.7, in accordance with Clauses 1.2.3 to 1.2.5.

Editorial

5.5.9. At each marina there shall be two three legible signs visible to all persons using the dispensers with minimum dimensions of 18.5 cm by 8.25 cmletters having a minimum height of 25 mm. The signs shall read: with one sign bearing the words,

(a) “WARNING - NO ONE OTHER THAN THE FUEL ATTENDANT SHALL BE ON BOARD A WATERCRAFT DURING REFUELLING.”

(b) and the other bearing the words, “WARNING - ALL ENGINES SHALL BE OFF DURING REFUELLING AND THERE SHALL BE NO SOURCES OF IGNITION ON BOARD OR WITHIN 3 METRES OF THE FUEL TRANSFER POINT” and

2.4.3.(c) WARNING – NO PERSON SHALL START UP A GASOLINE-POWERED WATERCRAFT UNLESS THE ENGINE SPACE BLOWER HAS BEEN OPERATED FOR A PERIOD OF NOT LESS THAN FOUR MINUTES IMMEDIATELY BEFORE START-UP..

Harmonized with clause 39 of the Canada Shipping Act – Small Vessels Regulation which requires that : No person shall start up a gasoline-powered small vessel unless the engine space blower has been operated for a period of not less than four minutes immediately before start up.

See FS-129-08

Specify letter size instead of sign size. See5.3.8 (IOL)

5.5.10. All marinas shall be full-serve facilities. See FS-128-08

5.6. Bulk plants

5.6.1. Operation and layout

5.6.1.1. When product is delivered to a bulk plant by pipeline, the bulk plant shall be equipped with an approved automatic alarm system to warn both the operators of the bulk plant and the pipeline in

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sufficient time to allow the operators or approved automated system to take action to prevent overfilling of the tank.

5.6.1.2. When the alarm required by Clause 5.6.1.1 is activated, the operators of the pipeline and the bulk plant shall take action to prevent the tank from being overfilled.

5.6.1.3. Bulk plant tanks receiving product shall be equipped with an overfill protection device for each storage tank that will automatically shut off the flow to the tank.

5.6.1.4. The overfill protection device specified in Clause 5.6.1.3 shall be independent of the tank gauging system used for operation.

API RP 2350, NFPA 30 and good engineering practice

‘Fail-Safe’ required, i.e. positive validation, shutdown on loss of signal

e.g. if signal lost – shut down

Doug (IOL)to provide examples

5.6.1.5. Bulk product storage and handling areas at bulk plants shall be fencedhave perimeter protection in accordance with the requirements of this Code.

Need to allow alternate types of ‘’fencing’ to meet municipal approval. (IOL)

5.6.1.6. Fencing The perimeter protection required by Clause 5.6.1.5 shall be

(a) not less than 2 m high; (b) wire mesh; and (c) designed in accordance with the security requirements of the bulk plant.

Minimum pass of ASTM 2781 for a low threat level

Permit Metal vertical picket (palisade) ASTM F2814, Masonry wall, woven wire mesh (Chain link ASTM 2611), welded wire mesh, expanded Metal (ASTM 2548) composite panel (IOL)

5.6.1.7. Fencing at bulk plants shall have at least two gates, located as remote from each other as practicable, and each gate shall be locked when the bulk plant is unattended.

5.6.1.8. When a bulk plant is unattended, tank valves connected to the loading racks shall be in the normally closed position, but need not be locked where product transfer can be prevented by automated electrical valves.

5.6.1.9. To reduce the likelihood of product mixing,

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(a) drawings of the storage tank, piping, and pumping layouts shall be available at the bulk plant; and (b) aboveground pipelines and valves shall be marked with the contents of the pipeline in accordance with the requirements of Clauses 4.4.6 and 4.4.7, and these markings shall be maintained in a clearly legible and visible form.

5.6.1.10. All bulk plants shall be designed with an oil/water separator.

5.6.2. Loading/unloading equipment

5.6.2.1. Highway tank and tank car loading or unloading areas shall be separated from aboveground storage tanks and buildings by a distance of at least 3 m, measured horizontally.

5.6.2.2. Equipment, including piping, pumps, and meters, used for the transfer of Class I product between storage tanks and loading rack facilities shall not be used for the transfer of Class II or Class III products.

5.6.2.3. Valves used for the final control when filling highway tanks with product shall be of the self-closing type and shall be manually held open, except where automatic means are provided for shutting off the flow when the vehicle is full.

5.6.2.4. Filling through an open dome of highway tanks or tank cars shall be done using a downspout that reaches the bottom of the tank and that is shaped to minimize turbulence.

5.6.2.5. Product shall not be loaded into a highway tank or tank car unless the facility at which the loading is taking place is equipped with a bond wire that is connected to the fill stem or piping and to the fuel storing component of the tank car or highway tank to ensure electrical continuity.

5.6.2.6. The bond wire required by Clause 5.6.2.5 shall be visually inspected on a weekly basis to confirm that it is intact, and an annual continuity check shall be performed. Records of the inspection and tests shall be retained in accordance with Clauses 1.2.3 to 1.2.5.

5.6.2.7. Equipment for bottom loading of a highway tank shall comply with the requirements of PTT 101.

5.6.2.8. No product shall be bottom loaded from a loading facility to a highway tank or a tank car unless the loading facility and highway tank or tank car are equipped with compatible automatic overfill protection systems that operate properly.

5.6.2.9. Electrically operated pumps at bulk plants shall be equipped with secondary control switches that are capable of shutting down the fuel delivery pumps and are readily accessible to the person performing the handling operations.

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5.7. Private fuel outlets (including farms)

A person who sells product to a private fuel outlet or farm shall (a) instruct the owner or operator on the requirements of this Code with regard to

(i) leak detection; (ii) reporting of suspected leaks, spills, or discovery of a petroleum product that has escaped into the environment or inside a building; and (iii) safe dispenser operation;

(b) maintain a record of the instruction; (c) advise the owner or operator of the facility that he or she shall instruct each person who handles product at the facility on the requirements of Item (a); and (d) obtain written acknowledgement from the owner or operator of the facility that he or she has received the written requirements and that he or she will instruct each person who handles product at the facility on those requirements.

5.7.1. Private Cardlocks/Keylocks New section to clarify requirements for PFO cardlocks.

5.7.1.1. Private cardlocks / keylocks shall comply with clauses 5.4.1, 5.4.2, 5.4.4 to 5.4.7, 5.4.9. and 6.1.4.3(b).

5.7.1.2. Under dispenser fire suppression shall be provided at all dispensers if the site is normally unattended and is not regularly monitored.

there are some private cardlocks that are not be visible from areas of the company that are normally staffed

5.7.1.3. The authorization holder shall conduct a weekly inspection of the private cardlock/keylock for spillage. Where spillage is found, the authorization holder shall comply with the requirements of Clause 8.

5.8. Mobile fuelling

5.8.1. Where there is a conflict between the provisions of Clause 5.8 and any other provision of this Code, Clause 5.8 shall prevail.of this section and any other provision of this Document, this section shall prevail.

5.8.2. Mobile fuelling of watercraft is not allowed. Clarity – this has always been the case.

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5.8.2.5.8.3. Only approved highway tanks and mobile refueling tanks shall be used. Sunset date of Jan 1, 2013 for ULC/ORD 142.13 tanks has passed.

5.8.3.5.8.4. Mobile refuelling tanks approved under CAN/CGSB-43.146 shall not be used for retail sales.

5.8.4.5.8.5. Product shall be dispensed only through approved hoses and automatic shut-off nozzles.

5.8.5.5.8.6. Hoses through which product is transferred shall not exceed 61 m (200 ft), and an appropriate storing mechanism shall be used to prevent damage to the hose. Hoses shall be protected from damage while in use and stored on the storing mechanism when not in use.

if the hose crosses potential vehicular path (e.g. driveway), the passage must be blocked to prevent vehicles from travelling over the hose. (IOL)

Many highway tanks have hoses 200 feet long. - Robica

5.8.6.5.8.7. In heavily travelled areas, highway tanks and mobile refuelling tanks shall be equipped with a beacon light that shall be in operation during fuelling operations. The light shall be designed so as to be readily visible to other people or vehicles entering the fuelling area.

5.8.7.5.8.8. Skids or trailers for mobile refuelling tanks shall be equipped with rigid steel drawbars and hitches designed to accommodate the load being towed. Skids or trailers for mobile refuelling tanks shall not be towed by cables or chains.

5.8.8.5.8.9. Trailers for mobile refuelling tanks shall be equipped with parking brakes or chock blocks, or both. One of these shall be applied to prevent movement when the trailer is parked.

5.8.9.5.8.10. Product shall not be transferred from a highway tank or mobile refuelling tank, except by means of pumping. The pump shall be equipped to prevent siphoning of the tank should a leak occur in the fuel nozzle, hose, or pump.

5.8.10.5.8.11. During fuelling, a fire extinguisher with a minimum rating of 20-BC shall be readily available for use.

5.8.11.5.8.12. Spill containment kits shall be readily available during fuelling operations.

5.8.12.5.8.13. During fuelling, a sign shall be provided at the front and rear of the highway tank that is visible to all persons as they approach it. The sign shall

(a) be not less than 20 cm × 28 cm in size; and

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(b) display (i) “CAUTION — VEHICLE FUELLING IN PROGRESS. NO SMOKING” in black letters at least 25 mm in height on a yellow background; or (ii) the international no smoking symbol in red and black at least 10 cm in diameter on a white background.

6. OPERATING REQUIREMENTS

Note: Clause 6 applies to the operation of equipment installed at facilities and is to be used in conjunction with other applicable Clauses in this Code.

6.1. Dispensing operations

6.1.1. General

6.1.1.1. Only approved equipment shall be used to dispense product at a facility.

6.1.1.2. No container shall be filled with product at a facility unless the container is approved, in safe condition, and is not filled beyond its nominal capacity. (See Appendix D.)

6.1.1.3. Portable containers, equipment, or vehicles shall not be filled inside enclosed vehicles or on enclosed trailers.

Enclosed spaces prevent dissipation of vapours allowing them to accumulate to potentially explosive levels. Fuelling in vehicle does not provide static dissipation which may cause ignition..

People sometimes fill snowmobiles or landscape equipment inside trailers

6.1.1.4. Portable containers, equipment, or vehicles in the open beds of vehicles or in open trailers shall not be filled unless they are electrically bonded to the dispensing nozzle and the vehicle engines are shut off.

Most recreational vehicles have plastic fill pipes. Landscapers fill lots of containers on a trailer*****

This implies (plastic) fuel jugs can be filled while in the back of a pick-up or in a trailer. (IOL) The RRG agreed to leave the clause as written since there have not been any issues.

6.1.1.5. Except at a self-serve retail outlet, Class I or Class II product shall not be dispensed at any facility

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by any person unless that person is trained in the proper use of equipment and procedures for dispensing product.

6.1.1.6. The person who is dispensing product shall remain in attendance at the vehicle during fuelling.

6.1.1.7. Combustible materials including firewood/fire logs shall be stored for sale at least 3 m from the pumps/dispensers at a facility.

6.1.1.8. Non-combustible materials, such as beverages and other items for sale, that are not essential to the fuel handling operation shall be kept so as not to interfere with handling and dispensing operations.

Note: The requirements of this Clause do not apply to lube oils and other materials essential to the fuel handling operation and the running of vehicles.

6.1.1.9. No Class I product shall be stored or transferred within a building unless the building meets the requirements of the Ontario Fire Code.

6.1.1.10. Empty containers that previously contained Class I product shall not be stored within a building unless the building meets the requirements of the Ontario Fire Code.

6.1.1.11. Class I or Class II product shall not be dispensed or transferred from a container with a capacity of more than 45 L but less than 227 L except by using a pump approved for use with flammable and combustible liquids.

e.g. air drum pump

6.1.1.12. Every portable container that contains product shall be kept tightly closed when not in use, and the contents of the container shall be legibly marked on the container.

Portable containers are mfgred to a CSA/ULC std. they have ‘flammable’ ‘gasoline’ embossed on the container. This requirement is redundant.

portable container are not labelled. Homeowners will not label Operator will not be able to read label

6.1.1.13. Dispensing of product inside a building shall only be done with the approval of the authority having jurisdiction. Fixed dispensing equipment for product shall not be installed within any wholly enclosed building.

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6.1.1.14. Fixed dispensing equipment shall be installed so that no part of the equipment or piping is installed over any below-grade structure not associated with the facility.

6.1.1.15. Electrically operated dispensing equipment shall be provided with an accessible secondary control switch installed so as to ensure that the electrical supply can be shut off.

6.1.1.16. After installation or repair, annually and prior to each marine season, the dispensing hose shall be checked for continuity from the nozzle to dispenser with the hose fully extended.

Re-located from 6.1.5.3. Applies to all hoses. OPW is a PEI member and the following is their recommendation. PEI RP400: Testing Electrical Continuity of Fuel-Dispensing Hanging Hardware - Chapter 6 The owner of the fuel-dispensing equipment determine if and when continuity testing should be conducted. The following circumstances are opportunities when continuity testing may be appropriate: 1. When installing or replacing any hanging hardware assembly or component. 2. After a drive-off. 3. As part of a scheduled maintenance program.

Need to make sure the hose reel is empty of hose in case the issue is between the hose reel and dispenser.(IOL)

PROPOSED REQUIREMENTS RATIONALE COMMENTS

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6.1.2. Dispensing operations — Self-serve

6.1.2.1. No dispensing of product shall be carried out at a self-serve dispenser where the attendant’s view of that dispenser is obstructed.

6.1.2.2. At a self-serve facility, no more than 12 dispensing positions shall be simultaneously activated/supervised by one self-serve attendant.

6.1.2.3. At a self-serve facility, the attendant shall monitor the use of the dispensing equipment and shall shut off power to any dispensing equipment in the event of a potential hazard.

6.1.2.4. A self-serve facility shall be staffed with a sufficient number of qualified and trained self-serve attendants who shall monitor the dispensing of product at all times to ensure that it is done in a safe manner and in compliance with the requirements of this Code.

6.1.3. Dispensing Operations – Remotely Monitored Retail Sites

Remotely monitored retail facilities shall comply with Clauses 6.1.4.1, 6.1.4.3(b), 6.1.4.4, and 6.1.4.5.

6.1.4. Dispensing Operations – Card/Keylock

6.1.4.1. In addition to the requirements of Clause 6.2, the authorization holder of a cardlock/keylock facility shall post signs that specify safe operating practice and emergency telephone numbers.

6.1.4.2. The authorization holder shall ensure, on an annual basis, that card/key users are provided with detailed training on the requirements of this Code, including safe operating and emergency procedures. The authorization holder shall maintain a record

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of the training.

6.1.4.3. Persons dispensing fuel from a cardlock/keylock dispenser shall

(a) be trained in the requirements specified in Clause 6.1.4.2; and (b) remain in constant attendance at the vehicle being refueled.

6.1.4.4. The authorization holder shall conduct a daily inspection of the cardlock/keylock for spillage. Where spillage is found, the authorization holder shall comply with the requirements of Clause 8.

6.1.4.5. The authorization holder shall conduct a daily inspection of the cardlock/keylock to ensure the safe operation of all equipment.

6.1.5. Dispensing Operations – Marinas

6.1.5.1. At a marina, product shall not be dispensed to fuel a watercraft while

(a) its engine is running; (b) any source of ignition is present within 3 m of the dispensing nozzle where it enters the tank to be refueled; and (c) there is a source of ignition on board the watercraft being refueled.

6.1.5.2. Portable containers shall not be filled while located on a watercraft. Vapour would be generated inside the watercraft which could lead to explosion/fire.

6.1.5.3. Prior to each season, the dispensing hose shall be checked for continuity from the nozzle to dispenser with the hose fully extended..

Need to make sure the hose reel is empty of hose in case the issue is between the hose reel and dispenser.(IOL) Re-located to 6.1.1.16 since applies to all hoses

Most boats are fibreglass (a few are wooden). Must ensure nozzle bonded to fill neck & hose grounded back to dispenser. Most vehicles use non-conductive tires. Should this not be an annual requirement for all dispensing hoses? i.e. move to 6.1.1.16 and modify to read “After installation or repair

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and annually and prior to each marine season……” (IOL)

6.1.6. Dispensing Operations – Bulk Plants

6.1.6.1. The authorization holder of a bulk plant shall ensure that product is transferred by a person who is trained in transfer operations and who

(a) has access to written operating and emergency procedures;

(b) is in constant attendance at the location receiving the product; and

(c) is in continuous communication with the operator of the pipeline or highway tank.

6.1.6.2. The authorization holder or person performing the transfer operations in accordance with Clause 6.1.6.1 shall, in the case of a spill or a leak, comply with Clause 6.4 and implement the emergency procedures specified in Clause 6.5.

6.1.6.3. Product shall not be transferred into a highway tank at a bulk plant while the engine of the vehicle is running.

6.1.6.4. Despite 6.1.6.3, the decommissioning or cleaning of a tank at a bulk plant may occur while the engine of the vehicle is running provided appropriate procedures as described in 9.4.12 are in place.

Exception for decommissioning or cleaning of tanks. E.g. vacuum truck (IOL)

6.1.6.4.6.1.6.5. The person performing transfer operations at a bulk plant shall remain in constant attendance during the transfer, at the location from which the flow of product is controlled.

6.1.7. Dispensing Requirements – Mobile Fuelling

6.1.7.1. Dispensing shall not take place within

(a) a building; (b) 30 m of a stream, river, lake, canal, or natural watercourse; (c) 3 m of a property line; (d) 4.5 m of any opening in a building; or (e) 3 m from any source of ignition.

6.1.7.2. The requirements of Clause 6.1.7.1, Items (b) to (e), may be modified where the mobile refueller has an approved procedure to prevent the loss or escape of product from

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(a) creating a hazard to public health or safety; (b) contaminating a fresh water source or waterway; (c) interfering with the rights of any person; or (d) entering into a sewer system, underground stream, or drainage system.

6.1.7.3. Highway tanks and mobile refuelling tanks shall be maintained to ensure the safe operation of the vehicle, trailer, or skid while transporting, loading, and dispensing product.

6.1.7.4. Hoses shall not be extended over or under vehicles.

6.1.7.5. The mobile refueller shall have a spill response procedure, and personnel shall be trained in the containment, cleaning up and reporting of spills in accordance with the requirements of Clause 8.2.

Added ‘containment’ since mitigating environmental damage occurs prior to clean-up (IOL)

6.2. Signs

6.2.1. At every dispensing facility there shall be installed signage that is visible to all persons as they approach the dispensing location. The signage shall

(a) be not less than 20 cm × 28 cm in size; and (b) display

(i) “NO SMOKING — TURN IGNITION OFF” in black letters at least 25 mm in height on a yellow background; or (ii) the international no smoking and ignition off symbols in red and black at least 10 cm in diameter on a white background.

6.2.2. The colours required by Clause 6.2.1 shall conform to the standard colours “safety yellow”, “traffic sign black”, and “traffic sign red”.

6.2.3. At every facility there shall be a sign installed, clearly visible to all persons, that sets forth the types of portable containers acceptable for filling with gasoline.

6.2.4. Diesel dispensing equipment shall be clearly identified with the word “diesel”. The word “diesel” shall also be prominent in any trade name.

6.3. Control of Sources of Ignition

6.3.1. Product shall not be dispensed or vented at a facility within 3 m of any source of Measure 3 metres from the ‘reach’ of the hose since

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ignition. vapours will be generated at that point.

6.3.2. Any appliance or device that may be a source of ignition and that is located on or within a vehicle located within 3 m of the dispensing nozzle shall not be operated while the vehicle is being refuelled.

6.3.3. Product shall not be dispensed into the fuel tank of a motor vehicle while the engine of the motor vehicle is running.

6.3.4. No product shall be dispensed into the fuel tank of any motor vehicle while any part of the motor vehicle or any vehicle attached to it is on a highway. This requirement does not apply to a motor vehicle that is immobilized on a highway because it lacks sufficient fuel to proceed.

6.3.4. Clause 6.3.3 does not apply to the dispensing of diesel fuel where a diesel fuel dispenser is more than 6 metres from a gasoline dispenser or where the gasoline dispensers are shut off.

This was allowed in the 2001 LFHC

See FS-127-08

6.3.5. No product shall be dispensed into the fuel tank of any motor vehicle while any part of the motor vehicle or any vehicle attached to it is on a highway. This requirement does not apply to a motor vehicle that is immobilized on a highway because it lacks sufficient fuel to proceed.

Relocated. Formerly 6.3.4

6.4. Control of leaks, spills, and discovery of petroleum products that have escaped into the environment or inside a building

6.4.1. Aboveground and underground storage tank systems at all facilities shall have a leak detection system that complies with Clause 7.

Appendix A lists the ULC standards for automated leak detection systems and C list instructions for manual leak detection.

6.4.2. Where there is a leak, spill, or discovery of a petroleum product that has escaped into the environment or inside a building, the owner or authorization holder shall comply with Clause 8.2.

6.4.3. Product shall not be discarded or discharged into any sewer or waterway or upon the surface of the ground.

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

6.5. Emergency Procedures

6.5.1. At every facility written emergency procedures shall be available outlining actions to be taken by employees in the event of a spill, leak, fire, or explosion.

6.5.2. The authorization holder of a facility shall ensure that all employees are trained in the use of the emergency procedures required by Clause 6.7 and shall maintain a record signed by the employee confirming such training for as long as the employee is working at the facility.

6.6. Electrical Safety

The installation of electrical equipment at a facility shall be in accordance with the requirements of the Electrical Safety Code.

6.7. General Training Requirements

6.7.1. A person who employs another person as an attendant of a facility or as a driver of a highway tank or mobile refuelling tank shall take every reasonable precaution to ensure that the attendant or driver complies with Ontario Regulation 217/01, under the Technical Standards and Safety Act, 2000, and this Code, and shall

(a) ensure that every employee at the facility or vehicle driver is trained (i) in the use of all equipment; and (ii) to take action in the event of a spill or leak of product or any emergency; and

(b) maintain a record of the training for as long as the employee is working at the facility.

6.7.2. Station operators and attendants shall be trained, as a minimum, in accordance with the requirements in the TSSA Checklist for Gas Station Attendants and Operators (see TSSA website, www.tssa.org).

6.8. Kiosks

6.8.1. Smoking shall not be permitted in a kiosk that is less than 3 m from any dispensing location.

6.8.2. No kiosk doorway shall be located within 3 m of any Class I dispensing equipment it faces.

Allows egress in case of fire at dispenser.

6.8.3. Gaps around electrical conduit and cable runs in the floors of kiosks or station offices Cdn Electrical code

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

shall be sealed to prevent the possible migration of gasoline vapours from the fuel dispensers into work areas.

requires all conduits to, from or passing through hazardous area to be sealed.

6.9. Fire Safety

6.9.1. Every facility shall be provided with a minimum of two fire extinguishers, rated at 20-B:C, that are located so as to be readily accessible.

Format used in OFC

e.g. 2A:30B:C

6.9.2. Where the requirements of the Ontario Fire Code exceed the requirements of Clause 6.9.1, the Chief Fire Official may require compliance with the Ontario Fire Code.

6.9.3. No firefighting equipment, other than portable self-contained approved fire extinguishers or the under-dispenser fire suppression system required at remotely monitored retail sites and cardlocks/keylocks, shall be installed at a retail outlet without prior approval of the Chief Fire Official.

6.9.4. The authorization holder of a facility shall ensure that the fire extinguishers required by this Code or the Chief Fire Official are inspected, tested, and maintained in accordance with the requirements of the Ontario Fire Code.

6.9.5. In the event of a fire or explosion at a facility or highway tank, the owner or authorization holder of the facility or the authorization holder or driver of the highway tank shall ensure the safety of all personnel and then

(a) immediately notify emergency services; (b) immediately notify the Spills Action Centre, who will in turn notify the Fuels Safety Division of the Technical Standards & Safety Authority; (c) immediately notify the Chief Fire Official; (d) notify the local municipality; and (e) provide all information to the director, as requested.

All fires & explosions involving hydrocarbon fuels are reported to the MOE SAC.

7. Leak Detection

7.1. General

Clause 7 contains information derived from Section 4.4 of the National Fire Code of Canada (NFC), 20052010, used with the permission of the National Research Council Canada.

7.2. Application

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

7.2.1. Except as specified in Clause 7.2.2 and except as otherwise specified in this Code, Clause 7 provides the minimum requirements regarding the detection of leaks in aboveground and underground storage

7.2.2. Clause 7 shall not apply to storage tanks that have been taken out of service in compliance with the applicable requirements of Clauses 2.4 and 3.4.

7.3. Frequency and Methods of Leak Detection Testing and Monitoring

7.3.1. Every storage tank, piping system, and sump shall be tested and monitored for leaks in accordance with Tables 3 to 7, which specify the minimum requirements for the frequency and methods for

(a) commissioning testing; (b) subsequent in-service monitoring; and (c) testing when a leak is suspected.

7.3.2. The methods specified in Clause 7.3.1 shall be performed in accordance with Clauses 7.3, 7.4 and 7.5.

editorial

7.3.3. The commissioning testing specified in Clause 7.3.1 shall be performed during installation in accordance with the following:

(a) In the case of an underground storage tank or underground piping system, testing shall take place after backfill and surfacing have been completed, but before the tank or system is put into service. (b) In the case of an aboveground storage tank or exposed piping system, testing shall take place before the tank or system is put into service. (c) In the case of a sump, hydrostatic testing shall be done after all electrical and mechanical work passing though the sump wall is completed, but before any backfilling around the exterior of the sump is completed.

See table 3

7.3.4. The frequency of the in-service monitoring specified in Clause 7.3.1 shall be calculated from the date of the commissioning test.

7.3.5. Where a loss of liquid or a gain of water not attributable to condensation is indicated by any of the leak detection measures described in Clause 7, the authorization holder shall

(a) investigate the cause and take corrective action to prevent

See legal re (a) and 7.5.10, 11, 12

Product quality (e.g. water removal) is not a TSSA issue

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PROPOSED REQUIREMENTS RATIONALE COMMENTS

further intrusion of water; (b) if a leak is suspected, immediately cease withdrawing product from the affected tank until the problem is corrected; and (c) in the event that a leak from the underground storage system is confirmed, comply with the requirements of Clause 8.2.

7.3.6. The minimum requirements specified in Clause 7.3.1 shall not preclude the appropriate use of alternative solutions, innovative new technologies, or methods capable of achieving the same objectives. See the procedures and requirements listed on the NWGLDE (National Work Group on Leak Detection Evaluations) website, www.nwglde.org.

ULC will not certify that methodology meets precision test requirements

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Table 34

Leak Detection Testing and Monitoring of Underground Storage Tanks

Type of Containment

Commissioning Test

In-Service Monitoring Leak Suspected Continuous Periodic

Single-walled N/A Inventory

Reconciliation

Precision Leak Detection Test every 2 years

Precision Leak Detection Test

Single-walled N/A

Monthly

Statistical Inventory

Reconciliation (SIR)

Precision Leak Detection Test every 5 years

Precision Leak Detection Test

Single-walled N/A

Electronic In-tank Leak Detection (Static or

Continuous)

None Required Precision Leak Detection Test

Double-walled

Precision Leak Detection Test or Secondary Containment

Test * #

Secondary Containment Monitoring

None required

Precision Leak Detection Test or Secondary Containment

Test *

*The secondary containment test is a precision test capable of detecting leaks in the interstitial space of the tank. Secondary containment with positive monitoring (e.g. by vacuum or brine) are equivalent to a precision leak test. # Risers, connections, and vents are also susceptible to leakage and shall also be precision leak tested.

Single wall UST’s are not allowed to be installed under the LFHC. Monitoring wells are not a good option for existing sites where background levels are already high because of historical leaks/spills. . lines added in table for clarity Consistent with 7.3.3(a) and in NFC 2010 To be consistent with NFC (revoke FS-123-08)

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Table 45 Leak detection testing and monitoring of aboveground storage tanks

Type of tank

Commissioning test

In-Service Monitoring Leak suspected

Continuous Periodic

Vertical tank in dike

Visual inspection* during liquid media test; secondary containment test for double bottom

Inventory reconciliation and secondary containment monitoring

API Std 653 or tank floor inspection Every 10 years (not applicable to double bottom tank)

Identify, repair, and retest

Horizontal tank in dike**

Visual inspection* during liquid media test

Inventory reconciliation and secondary containment monitoring

Visual inspection once per week & keep a record (or sensor in closed containment)

Identify, repair, and retest

Horizontal single-wall tanks < 5000L

Visual inspection* during liquid media test

N/A

Visual inspection once per week & keep a record (or sensor in closed containment)

Identify, repair, and retest

Tanks in closed containment†

Visual inspection* during liquid media test

N/A

Visual inspection once per week & keep a record (or sensor in closed containment)

Identify, repair, and retest

Double wall‡ Visual inspection* of gauge

Secondary containment monitoring

None required Identify, repair, and retest

*Visual leak detection shall apply to single- or double-wall storage tanks and piping. See Clause 7.5.6. ** Where it is possible to do a visual inspection of the tank and dike, inventory reconciliation is not necessary.

lines added in table for clarity

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†An example of a tank in closed containment is a “tank in a box”. ‡Applies to double-wall tanks, which have interstitial space that allows for monitoring.

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Table 56 Leak detection testing and monitoring of underground piping systems

Type of pipe Commissioning test

In-service monitoring Leak suspected

Continuous Periodic

Single wall N/A Single vertical check valve* and SIR

Precision test every 5 years

Confirm and replace with double wall pipe

Single wall N/A Single vertical check valve* and inventory reconciliation

Precision test every 2 years (annually for threaded galvanized)

Confirm and replace with double wall pipe

Single wall N/A Continuous electronic line and tank leak detection

Precision test every 5 years

Confirm and replace with double wall pipe

Single wall N/A Electronic line leak detectionELLD† 12 L/h0.76 L/h/month

ELLD Monthly pass ≤ 0.76 L/h and annually pass ≤0.38 L/hElectronic line leak detection 0.38 L/h/year

Confirm and replace with double wall pipe

Double wall (with ELLD)

Pipe leak detection test‡ and secondary Containment test. ELLD pass ≤0.38 L/h

ELLD† 0.7612 L/h/month

Electronic line leak detectionELLD† Monthly pass ≤ 0.76 L/h and annually pass ≤0.38 L/h/year

Identify, repair, and retest

Double wall (without ELLD)

Pipe leak detection test‡ and secondary ContainmentN/A test

Secondary containment monitoring

None required Identify, repair, and retest

ELLD required for double wall pipe per 4.5.1.3. Must pass 0.38 test at installation. To clarify that the 0.76 test must be run and passed monthly and the 0.38 test must be run and passed annually

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*Single vertical check valves shall be installed on all suction systems in accordance with Clauses 4.5.1.4, 7.5.10 and 7.5.11. †Electronic line leak detectors are applicable only to single-wall pressure piping. See Clause 7.4.3. ‡See Clause 7.6.4 or 7.6.5.

Table 67 Leak detection testing and monitoring of

exposed piping systems

Type of pipe Commissioning test

In-service monitoring Leak suspected Continuous Periodic

Single wall Pipe leak detection test*

N/A Weekly visual Inspection and record

Identify, repair, and retest

Double wall Pipe leak detection test*

Secondary containment monitoring

None required

Identify, repair, and retest

Contained open†

Pipe leak detection test*

None required

Weekly visual Inspection and record

Identify, repair, and retest

*See Clause 7.6.4 or 7.6.5.

†Applies to single-wall piping systems contained in an open chase or trough that can be visually inspected.

Lines added to table for clarity

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Table 78 Leak detection testing and monitoring of turbine,

transition, pump, and dispenser sumps

Commissioning test

In-service monitoring Leak suspected

Continuous Periodic

Static liquid media leak detection test*

See Clauses 4.5.2.6 to 4.5.2.9 and 4.6.5

Visual inspection every 12 months by certificate holder

Identify, repair and, where practical, retest

*See Clause 7.6.56.

May not be able to retest in winter.

7.4. Remedial Action

7.4.1. When a leak detection test required by Clause 7 detects a leak in a storage tank system, the owner or operator of the tank system shall comply with the requirements of Clause 8.2.

7.4.2. Where single-wall underground product piping or fittings leak due to deterioration, and the leak is not contained within a sump, it may be repaired in the interim, provided that the entire line is removed within 12 months. Where single-wall underground product piping or fittings leak, the owner or operator shall immediately remove the product and take the leaking pipe out of service. Within 12 months of the discovery of the leak, the owner or operator shall remove from the facility all underground single wall steel piping systems

Single wall pipe is the largest source of leaks. 12 months to allow time for remediation, budgeting, etc

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7.4.3. Where underground single-wall pressure piping is installed, an electronic line leak detector (ELLD) shall be installed in accordance with Table 8:

Table 8 Upgrading of Single Walled Piping with Electronic Line Leak Detectors

*Represents time interval between the effective date of this Code and installation.

Age of

Single-Wall

Pressure

Piping

Installation of ELLD

25+ or undetermined

2 years

20 to 25 years

3 years

<20 years 4 years

Deadline has passed. Underground single wall pressure pipe should already be upgraded with ELLD.

7.5. Leak Detection Testing and Monitoring Methods

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7.5.1. The inventory reconciliation specified in Clause 7.5 shall follow the procedures established in Appendix C.

7.5.2. A vacuum gauge may be used as the monitoring system required by Clause 2.2.2.1(d), provided that it is checked daily (excluding Saturday, Sunday, and holidays when the facility is closed) and the reading is recorded in a log.

7.5.3. Statistical inventory reconciliation (SIR) methodology shall follow the procedures established in EPA 510-B-95-009 and EPA 530/UST-90/007.

7.5.4. Where leak detection is performed using automatic tank gauging, the equipment used shall be listed

(a) to ULC/ORD-C58.12; (b) to ULC/ORD-C58.14; or (c) on the National Working Group Leak Detection Evaluations website (www.nwglde.org).

e.g. Veeder root Check when ULC to publish S675.1 and S675.2

7.5.5. Where the secondary containment is not accessible for visual examination, the secondary containment monitoring specified in Clause 7 shall include the use of an automatic device that

(a) conforms to Clause 7.5.4(a) or (b),as applicable; (b) continuously monitors the interstitial space between the inner tank or inner piping and the secondary containment; (c) is equipped with an audible and/or visible signal with a mechanical backup to indicate failure; and (d) has the signalling component located in an area frequented by site personnel.

. (a) to include NWGLDE but not everything listed can be used to monitor interstitial space.

(b) Interstitial space for tanks must be actively monitored using brine or vacuum.

7.5.6. The visual inspection specified in Clause 7 shall, in the case of an aboveground storage tank, consist of

(a) a visual examination of the tank shell; or (b) if the bottom of the tank is not amenable to a visual examination, testing of the bottom of the tank.

Testing in accordance with API 653

7.5.7. The precision leak detection test for underground storage tanks that is specified in Clause 7 shall

(a) have proof of third-party certification to the US Environmental Protection Agency (EPA) protocol. The technology shall be listed on the National Working Group on Leak Detection Evaluations website, www.nwglde.org; and (b) be conducted by an individual who has a record of initial and update training as prescribed by the tank testing equipment manufacturer and who holds a TSSA Petroleum

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Mechanic 2 Certificate.

7.5.8. Precision leak test companies who wish to be recognized by the Fuels Safety Program of the TSSA shall provide proof of compliance with the requirements of Clause 7.5.7 and shall also provide

(a) a letter from a professional engineer who is a member of Professional Engineers Ontario stating that the procedure/equipment meets the requirements of the US EPA protocol; and (b) annual verification (due in January) from a professional engineer who is a member of Professional Engineers Ontario stating that the procedure/equipment continues to meet the requirements of the US EPA protocol.

7.5.9. The pipe leak detection specified in Clause 7 shall conform to ULC/ORD-C107.12. See also Clauses 7.6.3. and 7.6.4.

7.5.10. (a) The single vertical check valve specified in Clause 7 shall consist of one single vertical check valve, with shear capability, located immediately under the suction pump and above the highest liquid level of the storage tank. Check valves installed below the vertical check valve at the suction pump, where double-wall piping is not used, shall be removed by December 31, 2014.

(b) The tank and product piping must have passed an initial precision leak test and thereafter the following shall be conducted until the check valves are removed:

(i) annual precision leak test on the product piping; or (ii) monthly statistical inventory reconciliation (SIR).

(c) Double wall suction systems that did not terminate in both a sump at the top of the tank, and underneath the suction pump or in a transition sump, shall be treated as single wall pipe and shall comply with clause 7.5.10(a).

The single vertical check valve specified in Clause 7 shall consist of one single vertical check valve located immediately under the pump No other check valve shall be installed between the suction pump and the storage tank, except where double-wall piping is used.

See FS-209-14 Go back to original clause in 2007 LFHC if deadline passes before Code is published.

7.5.10.7.5.11. Suction lines where vertical check valves are installed shall be sloped such that any liquid in the line will drain back into the storage tank should a leak occur in the piping system.

7.5.12. Where a precision leak test performed by a precision leak testing company cannot be confirmed as a pass, the company performing the test shall immediately

(a) complete a Precision Leak Test Failure Report in the form prescribed by TSSA; (b) lock out and tag the affected equipment, in accordance with 7.5.13; and

CAD Amendment FS-206-13

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(c) provide a copy of the Precision Leak Test Failure Report to (i) the operator of the equipment or facility; and (ii) TSSA.

7.5.13.

(a) Where the fail point is determined to be the fuel line, the affected dispenser(s) must be locked out and tagged so that the fueling system is removed from service until it has been retested and passed.

(b) Where the fail point is determined to be the tank, the fill pipe/fill box to that tank must be locked out and tagged to prevent refilling of the tank until it has been retested and passed (the dispensing of fuel in the tank is allowed since it will reduce the amount of fuel available to potentially leak).

(c) If the fail point cannot be determined, then both the dispenser and the fill pipe/fill box of the tank system involved shall be locked out and tagged and the system shut down immediately until it has been retested and passed.

CAD Amendment FS-206-13

7.5.14. The operator of the equipment that is the subject of a Precision Leak Test Failure Report shall not use the equipment (except for retesting purposes) until the condition has been corrected and confirmation of the correction has been forwarded to TSSA.

CAD Amendment FS-206-13

7.6. Leak Detection Testing of Storage Tanks, Piping Systems and Sumps

7.6.1. Leak Detection Tests

7.6.1.1. Where test methods are included in the tank construction standards listed in Appendix A, such tests shall be permitted for storage tanks conforming to those standards.

Note: See Appendix E for aboveground storage tanks.

Field tests shall not exceed the production tests Clarity

See Elson’s matrix appendix E

7.6.1.2. If a precision leak detection test specified in Clause 7.5.7 detects a leak rate exceeding 0.38 L/h on an underground storage tank, the tank shall be considered to be leaking.

Redundant – already in definition of Precision Leak Test

7.6.1.3.7.6.1.2. During a leak detection test on a storage tank, the pressure at the bottom of the tank shall not exceed the tank manufacturer’s specifications.

7.6.2. Pneumatic Leak Detection Tests

7.6.2.1. Pneumatic leak detection tests using compressed air shall not be performed on storage

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tanks and piping systems that once contained flammable or combustible liquids.

7.6.2.2. Except as provided in Clause 7.6.2.1, pneumatic leak detection tests using compressed air or an inert gas shall include the application of soap and water, or equivalent test media, to the tank and piping surface, fittings, joints, and connections to help in the detection of leaks.

7.6.2.3. In the case of underground storage tanks or piping, the test specified in Clause 7.6.2.2 shall be conducted prior to covering the tank or piping system.

7.6.2.4. Pneumatic leak detection tests shall not be performed on field-erected aboveground storage tanks.in accordance with Appendix E.

editorial

7.6.2.5. Measures shall be taken to guard against the hazards associated with pneumatic leak detection testing, especially in areas where explosive mixtures of flammable or combustible liquid vapours and air may be present in the vicinity of a storage tank or piping that has been in use.

Covers other hazards besides explosion.

7.6.3. Protocols for Pneumatic Leak Detection Testing of Storage Tanks during commissioning

clarification – this section is to test tanks at commissioning

7.6.3.1. Where a leak in the tank fittings is detected using the pneumatic/soap method specified in Clause 7.6.2, the leak shall be repaired in accordance with the manufacturer’s instructions and the standard to which the tank has been built. The tank shall be retested using a precision leak test or a secondary containment test method prior to placing the tank in service.

The pneumatic/soap test method does identify a leak the tank has obviously failed and should be subjected to a precision leak test prior to placing the tank in service. A precision leak test does not indicate a tank is tight, it is an accepted test that must be passed.Pneumatic testing is not required for ASTs (see Table 4)

Clarity

7.6.3.2. Pressure applied to underground storage tanks during a pneumatic leak detection test shall be measured by an instrument calibrated in increments of not more than 1 kPa, and the maximum reading on the instrument shall not exceed 70 kPa.

Pressure testing for tank fittings only – not tank.

7.6.3.3. Where a pneumatic leak detection test is conducted before a new or recertified May only re-install tanks

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underground storage tank is backfilled, the test pressure shall be in accordance with the test pressures specified in Appendix E or the tank manufacturer’s specifications.

re-certified by the manufacturer. App E applies only to ASTs

7.6.4. Protocols for Pneumatic Leak Detection Testing of Piping Systems

7.6.4.1. A pneumatic pressure decline test may be used as a precision leak detection test for piping systems that

(a) are new (air or inert gas) or in use (inert gas); and (b) convey a volume of less than 1000 L (i.e., 882 m of 38 mm (1.5 in) diameter pipe, 503 m of 50 mm (2 in) diameter pipe, or 126 m of 100 mm (4 in) diameter pipe).

Note there is no EPA protocol. No tolerances for pressure changes.

Clarity – since the traditional pressure test will work for piping

7.6.4.2. The contents of a piping system shall be drained prior to conducting the pressure decline test procedure.

7.6.4.3. Pumps, dispensers, tanks, and other auxiliary equipment that are connected to the piping system and cannot withstand the pressure of the test shall be isolated from the test procedure to prevent damage to the equipment.

7.6.4.4. There shall be a stabilization period of up toat least 30 minutes after initial pressurization.

Best practice would quote a minimum stabilization time to account for temperature stabilization (IOL)

7.6.4.5. Test pressure after stabilization shall

(a) be the greater of 350 kPa (gauge) or 1.5 times the maximum operating pressure;

(b) not exceed the piping manufacturer’s test specifications; and (c) be maintained for at least 2 hours.

7.6.4.6. The piping system shall be considered to be leaking if any unexplained pressure decline is detected within the specified time periods, after the source of pressure has been removed.

Pressure will change with changes in temperature.

7.6.5. Protocols for Liquid Media Leak Detection Testing of Piping Systems

7.6.5.1. Test devices and methods shall conform to the performance requirements of ULC/ORD-C107.12.

C107.12 –is the 3gpm test. Delete this section because we have ELLD

7.6.5.2. A sufficient amount of time shall be allocated to stabilize the temperature of the liquid throughout the volume of the piping during the test. All high points shall be vented.

Leaving expandable vapour in the line increases

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Prior to testing, the piping shall be completely vented. risk of injury and harms the integrity of the test.(IOL)

7.6.5.3. Except as provided in Clause 7.6.5.4, pressure shall

(a) be the greater of 350 kPa (gauge) or 1.5 times the maximum operating pressure; and (b) not exceed the piping manufacturer’s test specifications.

7.6.5.4. Where test pressures exceed the design pressures for pumps, tanks, or similar components connected to the piping system being tested, such components shall be isolated from the test procedure.

7.6.5.5. The pipe shall be considered to be leaking if the leak rate exceeds 0.38 L/h. In definition of precision leak test

Leak rate too high! This is effectively a hydrostatic test . Its either leaking or its not.

7.6.6.7.6.5. Protocols for Leak Detection Testing of for the Commissioning of Sumps Clarity

7.6.6.1.7.6.5.1. The sump shall be filled to the top with liquid and the liquid shall not be a flammable or a combustible liquid.

7.6.6.2.7.6.5.2. The minimum duration of the test shall be 1 hour if the sump is fully visible and 4 hours if the sump is not fully visible.

7.6.6.3.7.6.5.3. The sumps shall be considered to be leaking if the test liquid is visible on the outside of the sump or the loss of test liquid inside the sump is measurable.

7.6.7.7.6.6. Leakage Detection

7.6.7.1.7.6.6.1. Where continuous leak detection is provided on an underground piping system, it shall conform to ULC/ORD-C107.12530/UST-90/010 (1990) Standard Test Procedures for Evaluating Leak Detection Methods: Pipeline Leak Detection Systems.and be listed on the National Working Group Leak Detection Evaluations website (www.nwglde.org)

C107.12 for old mechanical leak detection.

8. ENVIRONMENTAL RESTORATION

8.1. General

8.1.1. Where an assessment report is required, it shall comply with the TSSA Environmental Management Protocol for Operating Fuel Handling Sites in Ontario and it shall be

Professional Engineer, a Professional

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prepared by a qualified person as defined in Ontario Regulation 153/04 of the Environmental Protection Act.

Geoscientist, a Professional Agrologist or a Chartered Chemist

8.1.2. Where the owner removes or replaces an underground storage tank system, he or she shall ensure work is conducted such that residual product and clingage is contained, removed and not spilt.

(a) take immediate action to recover all escaped product; (b) implement measures to restore the environment in accordance with Clauses 8.2 and 8.3; (c) test all remaining ULC S615 and CAN/ULC-S603.1 storage tank systems for integrity and CAN/ULC-S603.1 tanks for adequacy of corrosion protection; and (d) remove, replace, or repair and recertify defective tanks and/or defective equipment.

Want to make sure tanks and lines are emptied of product and the removal of the dispensers, lines and tanks is conducted in a manner that the residual product and clingage does not get spilt.

8.2. Ongoing Use of Facilities

8.2.1. Where a leak is suspected or where required by the director, the owner or authorization holder of a facility, the owner or authorization holder of the storage tank system, the owner of the property on which the equipment is installed, the user of the equipment, or the driver of the highway tank, as the case may be, shall confirm whether a leak exists and shall determine the source of the leak.

8.2.2. Where a spill occurs, where a leak is confirmed, or where there is discovery of a petroleum product that has escaped into the environment or inside a building, or where required by the director, the owner or authorization holder of a facility, the owner or authorization holder of the storage tank system, the owner of the property on which the equipment is installed, the user of the equipment, or the driver of the highway tank, as the case may be, shall notify the director as outlined in the TSSA Environmental Management Protocol for Operating Fuel Handling Sites in Ontario.

Note: Notify the Director of a spill, leak or discovery of a petroleum product that has escaped to the environment or inside a building through the Spills Action Centre of the Ministry of Environment at 1-800-268-6060.

8.2.3. The individual responsible for notification in the event of a spill, leak, or discovery of the escape of a petroleum product into the environment or inside a building shall

(a) immediately notify the director in the event of a fire or explosion and remove any potential fire or explosion hazard;

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(b) provide all information to the director or an inspector, as required; (c) cease the use of, and empty products from any leaking part of the storage tank system; (d) repair, replace, or remove all defective underground or aboveground storage tank systems or equipment; and (e) do everything practical to comply with the TSSA Environmental Management Protocol for Operating Fuel Handling Sites in Ontario.

8.2.4. Where tanks, piping or dispensers of an underground storage tank system is being removed, relocated or replaced and the property continues to maintain fuel storage equipment or tank systems, the owner or operator of a facility, the owner or operator of the storage tank system, or the owner of the property on which the equipment is installed, as the case may be, shall submit an assessment report to TSSA that delineates the full extent of any petroleum product that has escaped from the area(s) where the tanks, piping or dispensers were located into the environment both on site and, where necessary and practical, off site.Where an underground storage tank is being removed or replaced and the property continues to maintain fuel storage equipment or tank systems, the owner or operator of a facility, the owner or operator of the storage tank system, or the owner of the property on which the equipment is installed, as the case may be, shall submit an assessment report to TSSA that delineates the full extent of any petroleum product that has escaped into the environment both on site and, where necessary and practical, off site.

Point #2 & 5 from CFA letter – RRG agreed at April 7, 2014 mtg. If tank is removed – EA from tank nest; If dispensers being relocated – EA from island and old pipe location If re-piping in same

8.2.5. Despite 8.2.4, where piping is are being replaced and where there is no excavation and no evidence of contamination, then no environmental assessment is required.

Point #4 - When piping is installed in a chase, there is no need for excavation & no subsurface work.

8.2.5.8.2.6. Where tanks, piping or dispensers of outside an aboveground storage tank systems with an individual tank capacity greater than 5000 L have been removed or replaced and the property continues to maintain fuel storage equipment or tank systems, the owner or operator of the facility, the owner or operator of the storage tank systems, or the owner of the property on which the equipment is installed, as the case may be, shall submit an assessment report to TSSA that delineates the full extent of any escaped petroleum productthat delineates the full extent of any petroleum product that has escaped from the tank(s), piping and dispensers, into the environment or inside a building both on site and, where necessary and practical, off site.

AST > 5000L, assessment required when removed.

‘Outside’ not necessary since don’t allow tanks to be installed in a bldg.

To harmonize with the underground clauses.

8.2.7. Despite 8.2.6, where piping is being replaced and where there is no excavation and Same as 8.2.5 but for AST

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no evidence of contamination, then no environmental assessment is required. systems

8.2.6.8.2.8. Where tanks, piping or dispensers of an aboveground storage tank systems with an individual tank capacity less than or equal to 5000 L have been removed or replaced and the property continues to maintain fuel storage equipment or tank systems, the owner or operator of the facility, the owner or operator of the storage tank systems, or the owner of the property on which the equipment is installed, as the case may be, shall submit an assessment report to TSSA that delineates the full extent of any petroleum product that has escaped from the tank(s), piping and dispensers when a leak is suspected or where a spill has occurred and has not been properly remediated in accordance with regulatory requirements.

AST < 5000L, assessment required when leak suspected. To harmonize with the underground clauses.

8.2.9. Despite 8.2.4, where a dispenser is being replaced or upgraded and there is no excavation, an environmental report is not required.

Point#1 – RRG agreed to (a). No subsurface work

Note –clauses form Advisory FS-057-05 removed. RRG agreed to abandon pipe only by variance

8.3. Decommissioning of Sites

8.3.1. Where tanks, piping or dispensers of an underground storage tank system(s) has have been removed permanently and the property no longer maintains any fuel storage equipment or tank systems, the owner or operator of the facility, the owner or operator of the storage tank systems, or the owner of the property on which the equipment is installed, as the case may be, shall

(a) submit an assessment report to TSSA that delineates the full extent of any petroleum product that has escaped from the tank(s), piping and dispensers into the environment or inside a building both on site and, where necessary and practical, off site; and (b) immediately notify the Ontario Ministry of the Environment in accordance with the Environmental Protection Act, as amended, and the Ontario Water Resources Act, as amended.

Point # 3 discussed by working group – RRG agreed at April 7, 2014 mtg.Requiring assessment to be submitted for UST’s that are removed See 2.4.2.1 & 3.4.2.1 – remove remainder of system – i.e remove pipe (can no longer abandon). Abandon pipe only by variance (revise Advisory FS-057-05 & use as guide for variance)

8.3.2. Where tanks, piping or dispensers of an aboveground storage tank system(s) with an individual tank capacity less than or equal to 5000 L has been removed permanently and the property no longer maintains any fuel storage equipment or tank systems, the owner or operator of a facility, the owner or operator of the storage tank systems, or the owner of the property on which the equipment is installed, as the case may be,

AST< 5000L, assessment required when leak suspected Harmonize with

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shall

(a) submit an assessment report to TSSA that delineates the full extent of any petroleum product that has escaped from the tank(s), piping and dispensers, when a leak is suspected or where a spill has occurred and has not been properly remediated in accordance with the regulatory requirements; and (b) immediately notify the Ontario Ministry of the Environment in accordance with the Environmental Protection Act, as amended, and the Ontario Water Resources Act, as amended.

underground clauses

8.3.3. Where tanks, piping or dispensers of an aboveground storage tank(s) system with an individual tank capacity greater than 5000 L has been removed permanently and the property no longer maintains any fuel storage equipment or tank systems, the owner or the operator of the facility, the owner or operator of the storage tank systems, or the owner of the property on which the equipment is installed, as the case may be, shall

(a) submit an assessment report to TSSA that delineates the full extent of any petroleum product that has escaped from the tank(s), piping and dispensers into the environment or inside a building both on site and, where necessary and practical, off site; and (b) immediately notify the Ontario Ministry of the Environment in accordance with the Environmental Protection Act, as amended, and the Ontario Water Resources Act, as amended.

AST > 5000L, assessment required when removed. Harmonize with underground clauses

9. HIGHWAY TANKS

9.1. General

Clause 9 applies to highway tanks used for the transportation of product.

Highway tank is a defined term in the B620.

9.2. Construction and Use

9.2.1. Highway tanks used for transporting product shall be approved, inspected, retested, maintained, repaired, marked, and constructed in accordance with CSA B620 and CAN/CSA-B621.

9.2.2. Where CAN/CSA-B621 specifies the use of a TC406 highway tank, alternative highway tanks DOT 406, TC306 certified prior to August 15, 2002, and MC 306 certified prior to August 1995 are permitted. Where CAN/CSA-B621 specifies the use of a TC407 highway tank, alternative highway tanks DOT 407, TC307 certified prior to August 15, 2002, and MC 307 certified prior to August 1995 are permitted.

9.2.3. Highway tanks transporting product of different classes shall Although B620 requires

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a) be provided with double bulkheads separated by a vented air space,

b) be constructed and maintained to ensure that any liquid drains visibly from the vented air space, and

c) have the bottom drain open at all times. In the event of an emergency the bottom drain may be plugged to allow repairs to be completed.

drains if there are double bulkheads, this clause will be retained to assist inspection.

9.2.4. Each compartment of a highway tank shall be equipped with a shut-off valve,

a) located in the outlet that is inside the shell, or located in the sump where the sump is an integral part of the shell, and

b) so designed and maintained that the valve shall be closed at all times except during loading or unloading operations.

9.2.5. Class 1 product shall not be transported in a highway tank conforming to CSA B620 having a capacity greater than 16,500 L unless

a) the tank is divided into compartments, none of which has a capacity greater than 16,500 L, or

b) baffles are provided.

9.2.6. Bottom loading equipment on a highway tank shall comply with TSSA PTT 101.

9.3. Additional Requirements

9.3.1. A separate unloading system for each class of product shall be required when transferring Class I and Class II product from the same highway tank through a reel and meter system.

9.3.2. Product shall not be transported in a highway tank unless the exhaust system of the power unit, including the exhaust pipe and muffler, is located away from the fuel system and all combustible materials and terminates in such a location that fumes or heat from the exhaust system do not create a hazard to the tank contents or to the facility being refuelled or the facility from which the highway tank is being refilled.

9.3.3. A hose and reel used for transferring Class I and Class II products shall be equipped with a braking device designed and maintained to eliminate uncontrolled discharge of the hose from the reel.

9.3.4. Discharge valves, drain-off valves and faucets shall be threaded at the discharge end or otherwise designed to provide a liquid tight connection to the delivery hose.

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9.3.5. Where valves required by section 9.3.4 are not in use, valve handles shall be removed, or valve cabinets locked or valves protected by other means(e.g. locking bar with a lock) to prevent the valves from being opened.

9.3.6. Highway tank vehicles shall be equipped with a parking brake or chock blocks or both, one of which shall be applied to prevent vehicle movement when the vehicle is parked.

Editorial

9.3.7. Every highway tank vehicle shall be equipped with at least one dry-chemical fire extinguisher having a total rating of at least 20-BC. The cab shall be equipped with at least one 5-BC extinguisher in the driver's compartment.

9.3.8. Cabs, tanks and chassis of tank vehicles shall be constructed and maintained to provide electrical continuity between them.

9.3.9. All highway tank shall be provided with an electrical bonding post.

9.3.10. Highway tank vehicle lighting circuits shall have overcurrent protection, and the wiring system shall be designed for the required current-carrying capacity required and shall be protected against physical damage.

Editorial

9.4. Loading and Unloading

9.4.1. When loading Class I or Class II product through an open dome, the loader or driver shall ensure that

(a) the loading is done through a downspout that (i) reaches the bottom of the compartment; (ii) is shaped to minimize turbulence; and (iii) is kept in contact with the bottom of the compartment during loading; and

(b) the flow rate is limited to not more than 20% of the normal flow rate until the downspout is submerged to at least 30 cm, to prevent turbulence from breaking the surface of the liquid.

9.4.2. Before loading a highway tank through an open dome, the loader or driver shall ensure that all possible static electricity is discharged by connecting the electrical bonding wire to the post provided.

9.4.3. Before loading a highway tank that is filled by bottom loading, the loader or driver shall ensure that the highway tank is connected to a loading facility equipped with automatic overflow protection and grounding systems in accordance with PTT 101.

9.4.4. The driver shall shut off the ignition of the highway tank while bulk deliveries are off-loaded

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by gravity into underground storage tanks.

9.4.5. The loader or driver shall ensure that no tank or compartment is completely filled with product and that the ullage is at least 3%.

9.4.6. Before loading Class II product into a tank or compartment that previously held Class I product, the loader or driver shall

(a) ensure that all Class I product is completely drained from the tank or compartment and the piping and accessory delivery equipment connected to it; and

(b) if top loading, comply with Clauses 9.4.1 and 9.4.2, and if bottom loading, comply with Clause 9.4.3.

9.4.7. Class III product shall not be loaded into a compartment that contains a flammable gas mixture.

9.4.8. Before loading a highway tank through an open dome, the loader or driver shall remove all loose articles from his or her clothing and ensure that eyeglasses, if worn, are firmly secured to the head such that they will not fall into the tank.

9.4.9. During loading and unloading, the loader or driver shall remain in constant attendance during the transfer operation at the location that controls the flow of the product.

9.4.10. The driver shall ensure that when unloading the highway tank, the tank or tanks into which product is being transferred can accept the volume to be unloaded without overfilling or spilling any product.

9.4.11. The vented air space specified in Clause 9.2.3(b) shall be inspected for leakage immediately after loading product, and if leakage is found, the highway tank shall be taken out of service immediately.

9.4.12. During transfers of fuel between highway tanks or mobile refuelling vehicles,

(a) the highway tanks and mobile refuelling vehicles shall be bonded prior to connecting the hose for the fuel transfer; (b) there shall be a drop tube connected to the nozzle or tight connect; (c) if using a nozzle, there shall not be a latch-open device; (d) the bonding clamp shall be disconnected after the hose is disconnected; and (e) there shall be an the overfill protection procedure in Appendix F shall be used, or the refuelling shall be done in an area with secondary containment, such as a diked area.

Regulatory Bulletin GA 02/2 – Overfill Protection Procedure, has been re-printed in Appendix F

9.5. Product Identification

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9.5.1. Identification tags shall be located at the main discharge control on a highway tank to denote which class of product is contained in the tank or compartment.

9.5.2. After a highway tank or compartment that is identified by the tag specified in Clause 9.5.1 has been emptied, the tag shall remain in place until the tank or compartment has again been filled, at which time the tag shall be changed if required to conform to the requirements of Clause 9.5.1.

9.5.3. The tag specified in Clause 9.5.1 shall be of the shape, size, and colour indicated in Using the CPPI Canadian Fuels Colour-Symbol System to Mark Equipment and Vehicles for Product Identification.

CPPI name change

9.5.4. Tags, in addition to being coloured and of a specific shape, shall identify the name of the product in clearly legible permanent characters.

9.5.5. Tags shall be kept clean and maintained so that the colour of the tag is readily recognizable and its inscription is readily legible at all times.

9.5.6. It shall be the responsibility of the product loader to attach the correct tags at the point of loading.

9.5.7. It shall be the responsibility of the driver of the highway tank to ensure that the correct tags have been attached before leaving the point of loading.

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Appendix A

Reference Publications

A.1. The reference publications specified in this Appendix are approved by the director and adopted as part of this Code. All persons engaged in the handling of gasoline or associated products or in the sale, installation, maintenance, repair, servicing, or removal of equipment shall comply with the standards, procedures, and requirements in the following publications, as applicable to this Code.

This Code refers to the following publications, and where such reference is made, it shall be to the edition listed below, including all amendments published thereto. Note: In cases where the editions listed below are amended, replaced by new editions, or superseded by another standard(s) during the life of this referencing Code, it is the responsibility of users of this Code to investigate the possibility of applying those amendments, new editions, or superseding standards.

Legal to provide revised wording for the note.

A.2. Where there is a conflict between a provision of a standard, specification, or publication adopted in this Appendix and a provision of this Code, the provisions of this Code shall prevail.

ANSI/ASME (American National Standards Institute/American Society of Mechanical Engineers)

B16.5-2003 Pipe Flanges and Flanged Fittings

B31.3-2006 Process Piping

API (American Petroleum Institute)

Spec 5L (2004) Specification for Line Pipe

Std 650 (1998) Welded Steel Tanks for Oil Storage

Std 653 (2001) Tank Inspection, Repair, Alteration, and Reconstruction

RP 2350 (1996) Overfill Protection for Storage Tanks in Petroleum Facilities

ASTM International (American Society for Testing and Materials)

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A 53/A 53M-06a Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

A 193/A 193M-06a Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature or High Pressure Service and Other Special Purpose Applications

D 93-06 Standard Test Methods for Flash Point by Pensky-Martens Closed Cup Tester

D 5191-06e1 Standard Test Method for Vapor Pressure of Petroleum Products (Mini Method)

F 852-99 (2006) Standard Specification for Portable Gasoline Containers for Consumer Use

CGSB (Canadian General Standards Board)

CAN/CGSB-3.2-99 Heating Fuel Oil

CAN/CGSB-3.3-99 Kerosene

CAN/CGSB-3.5-2004 Unleaded Automotive Gasoline

CAN/CGSB-3.6-2000 Regular Sulphur Diesel Fuel

CAN/CGSB-3.511-2005 Oxygenated Unleaded Automotive Gasoline Containing Ethanol

CAN/CGSB-3.517-2000 Automotive Low Sulphur Diesel Fuel

CAN/CGSB-3.520-2005 Automotive Low-Sulphur Diesel Fuel Containing Low Levels of

Biodiesel Esters (B1-B5)

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CAN/CGSB-43.146-2002 Design, Manufacture and Use of Intermediate Bulk Containers for the Transportation of Dangerous Goods

CPPI (Canadian Petroleum Products InstituteFuels )

Using the Canadian Fuels Colour-Symbol System to Mark Equipment and Vehicles for Product Identification, ADDENDUM 5, JANUARY 2009 (revised May 2012)Using the CPPI Colour-Symbol System to Mark Equipment and Vehicles for Product Identification, 1990 (2007)

Update title

CSA (Canadian Standards Association)

B306-M1977 (R2002) Portable Fuel Tanks for Marine Use

B346-M1980 (R2002) Power-Operated Dispensing Devices for Flammable Liquids

B376-M1980 (R2003) Portable Containers for Gasoline and Other Petroleum Fuels

B620-03 Highway Tanks and Portable Tanks for the Transportation of Dangerous Goods

CAN/CSA-B621-03 Selection and Use of Highway Tanks, Portable Tanks, Cargo Compartments, and Containers for the Transportation of Dangerous

Goods, Classes 3, 4, 5, 6.1, 8, and 9

Z245.1-07 Steel Pipe

EPA (Environmental Protection Agency)

510-B-95-009 (1995) Introduction to Statistical Inventory Reconciliation: For Underground Storage Tanks

530/UST-90/004 (1990) Standard Test Procedures for Evaluating Leak Detection Methods: Volumetric Tank Tightness Testing Methods

530/UST-90/005 (1990) Standard Test Procedures for Evaluating Leak Detection Methods: Non Volumetric Tank Tightness Testing Methods

530/UST-90/006 (1990)

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Standard Test Procedures for Evaluating Leak Detection Methods: Automatic Tank Gauging Systems (ATGS)

530/UST-90/007 (1990) Standard Test Procedures for Evaluating Leak Detection Methods: Statistical Inventory Reconciliation Methods (SIR)

530/UST-90/010 (1990) Standard Test Procedures for Evaluating Leak Detection Methods: Pipeline Leak Detection Systems

Government of Ontario

Dangerous Goods Transportation Act, R.S.O. 1990, c. D.1, and Regulations

Electrical Safety Code, 2002, Ontario Regulation 164/99, made under the Electricity Act, 1998

Environmental Protection Act, R.S.O. 1990, c. E.19, and Regulations

Fire Protection and Prevention Act, S.O. 1997, c. 4

Gasoline Handling Act, R.S.O. 1990, c. G.4, and Regulations

Highway Traffic Act, R.S.O. 1990, c. H.8

Motorized Snow Vehicles Act, R.S.O. 1990, c. M.44

Off-Road Vehicles Act, R.S.O. 1990, c. O.4

Ontario Building Code, Ontario Regulation 350/06, made under the Building Code Act, 1992

Ontario Fire Code, 1997, Ontario Regulation 388/97, made under the Fire Protection and Prevention Act, 1997

Ontario Water Resources Act, R.S.O. 1990, c. O.4

Technical Standards and Safety Act, 2000, S.O. 2000, c.16, and Regulations

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NRCC (National Research Council Canada)

National Fire Code of Canada, 2005

TSSA (Technical Standards & Safety Authority), Fuels Safety Division

Checklist for Gas Station Attendants and Operators, 2005 (available at www.tssa.org)

GA1/99 (2007)TSSA EMP-2012 Environmental Management Protocol for Operating Fuel Handling Sites in Ontario

PTT 101 (1981) Tank Vehicle Bottom Loading and Overflow Protection Systems

Regulatory Bulletin GA 02/2 (2002) Overfill Protection Procedure

ULC (Underwriters’ Laboratories of Canada)

ULC/ORD-C30-95 Safety Containers

ULC/ORD-C58.4-05 Double Containment Fibre Reinforced Plastic Linings for Flammable

and Combustible Liquid Storage Tanks

ZCL has developed a product called Lifeliner Tank Lining System that meets the requirements of this ORD and can be used to refurbish and upgrade existing single wall steel and fiberglass tanks to the latest technology of secondarily contained and monitored non-corroding tank systems.

ULC/ORD-C58.9-97 Secondary Containment Liners for Underground and Aboveground

Flammable and Combustible Liquid Storage Tanks

Revoked

ULC/ORD-C58.12-92 Leak Detection Devices (Volumetric Type) for Underground

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Flammable Liquid Storage Tanks

ULC/ORD-C58.14-92 Non-Volumetric Leak Detection Devices for Underground Flammable

Liquid Storage Tanks

ULC/ORD-C58.15-92 Overfill Protection Devices for Flammable Liquid Storage Tanks

Replaced by CAN/ULC-S661-10,

Sunset date is October 18, 2015 for the ORD

ULC/ORD-C58.19-92 Spill Containment Devices for Underground Flammable Liquid

Storage Tanks

ULC/ORD-C107.12-92 Line Leak Detection Devices for Flammable Liquid Piping

ULC/ORD C107.21-92 Under-Dispenser Sumps

ULC/ORD-C142.5-92 Concrete Encased Steel Aboveground Tank Assemblies for

Flammable and Combustible Liquids

ULC/ORD-C142.16-94 (superseded) Standard for Protected Aboveground Tank Assemblies for Flammable

and Combustible Liquids

ULC/ORD-C142.18-95 Rectangular Steel Aboveground Tanks for Flammable and

Combustible Liquids

Superseded by S601

ULC/ORD-C142.19-94 (Superseeded) Spill Containment Devices for Aboveground Flammable and

Combustible Liquid Storage Tanks

Replaced by CAN/ULC-S663-

11 Sunset date is October 18, 2015 for the ORD

ULC/ORD-C142.20-95 Aboveground Secondary Containment for Aboveground Flammable

and Combustible Liquid Storage Tanks

ULC/ORD-C142.22-95 Contained Vertical Steel Aboveground Tank Assemblies for Flammable and Combustible Liquids

Superseded by S601

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ULC/ORD-C180-97 Liquid Level Gauges and Indicators for Fuel Oil and Lubricating Oil

Storage Tanks

ULC/ORD-C410A-94 Absorbents for Flammable and Combustible Liquids

ULC/ORD-C536-98 Flexible Metallic Hose

ULC/ORD-C842-84 Guide for the Investigation of Valves for Flammable and Combustible

Liquids

ULC/ORD-C971-05 Nonmetallic Underground Piping for Flammable and Combustible

Liquids

CAN/ULC-S504-0212 Dry Chemical Fire Extinguishers

CAN/ULC-S561-0313 Installation and Services for Fire Signal Receiving Centres and

Systems

For Remotely monitored facilities

S601-0007 Standard for Shop Fabricated Steel Aboveground Horizontal Tanks

for Flammable and Combustible Liquids

CAN/ULC-S602-0307 Aboveground Steel Tanks for the Storage of Combustible Liquids

Intended to be Used as Heating and/or Generator Fuels

CAN/ULC-S603-00 Standard for Steel Underground Tanks for Flammable and

Combustible Liquids

CAN/ULC-S603.1-0311 External Corrosion Protection Systems for Steel Underground Tanks

for Flammable and Combustible Liquids

CAN/ULC-S612-9907

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Hose for Flammable and Combustible Liquids

S615-98 Standard for Reinforced Plastic Underground Tanks for Flammable

and Combustible Liquids

CAN/ULC-S620-9907 Hose Nozzle Valves for Flammable and Combustible Liquids

S630-00 Shop Fabricated Steel Aboveground Vertical Tanks for Flammable

and Combustible Liquids

Superseded by S601

CAN/ULC-S634-99 Standard for Hose Swivel Connectors for Flammable and

Combustible Liquids

CAN/ULC-S642-M87 (R2000) Compounds and Tape for Threaded Pipe Joints

S643-00 Shop Fabricated Steel Aboveground Utility Tanks for Flammable and

Combustible Liquids

Superseded into and by S601

S644-00 Emergency Breakaway Fittings for Flammable and Combustible

Liquids

S651-0007 Emergency Valves for Flammable and Combustible Liquids

S652-93 (R2000)08 Standard for Tank Assemblies for Collection of Fuel Oil

S653-06 Standard for Aboveground Steel Contained Tank Assemblies for

Flammable and Combustible Liquids

Note that requirements for the integral contained tank from this Standard have been integrated into S601

S655-98 Standard for Aboveground Protected Tank Assemblies for Flammable and Combustible Liquids

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CAN/ULC-S656-00 Standard for Oil-Water Separator

Delete –ULC does not list product. Also MOE evaluates them as part of their approval.

CAN/ULC-S661-10 Standard for Overfill Protection Devices for Flammable and Combustible Liquid Storage Tanks

New

CAN/ULC-S663-11 Standard for Spill Containment Devices for Flammable and Combustible Liquid Aboveground Storage Tanks

New

CAN/ULC-S667-12 Metallic Underground Piping for Flammable and Combustible Liquids

New

CAN/ULC-S668-12 Standard for Secondary Containment of Aboveground Flammable and Combustible Liquid Tanks

New

Tank-Refurbishing Technical Supplements for the Refurbishing of Underground and Aboveground Tanks [includes ULC 601(A), ULC 603(A), ULC 615(A),

and ULC 630(A)]

Revoked

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PROPOSED REQUIREMENTS RATIONAL COMMENTS

Appendix B:

Fuel standards

The following standards are intended to provide additional information on the fuels referred to in this Code: Note: The standards specified in this Annex are not required or enforced by TSSA.

(a) gasoline: CAN/CGSB-3.5-2004 and CAN/CGSB-3.511-2005;

(b) diesel fuel: CAN/CGSB-3.6-2000, CAN/CGSB-3.517-2000, and CAN/CGSB-3.520-2005;

(c) fuel oil: CAN/CGSB-3.2-99; and (d) kerosene: CAN/CGSB-3.3-99.

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Appendix C:

Manual leak detection (inventory control)

C.1. Underground Tanks

C.1.1.

Where an underground storage tank system is equipped with a manual leak detection system, as required by Clause 2.2.2.1(d) the system shall include

a) a daily record, excluding Saturdays, Sundays, or holidays for a manual system if the facility is closed and no product is removed or added during these days, that specifies

i) measurement of the contents of each tank; ii) measurement of the amount of product withdrawn from and

delivered to each tank; iii) a reconciliation of Items (i) and (ii) for each tank, if the tanks

are not interconnected by siphons or joined together by product piping, or for each product type; and

iv) measurement of the water content of each tank; b) a record made every 6 months confirming the operation of the

interstitial space monitoring system, if applicable; c) a reconciliation of the measurement of the tank contents

immediately prior to a weekend or holiday closing with the measurement of the tank contents prior to reopening;

d) the retention of the records required by Items (a) to (c) for d) 2 years at the facility; and e) the retention of records older than 2 years until the facility is

decommissioned.

Clause 1.2.3 allows 72 hr to provide inspector with records

C.1.2. Where the measurement required by section C.1.1(a)(iv) shows water in excess of 5 cm, the authorization holder owner of the underground storage tank system shall

a) investigate the cause and take corrective action to prevent further intrusion of water;

b) immediately cease withdrawing product from the affected tank until the water is removed; and

c) in the event of the discovery of a leak from the underground storage system, comply with the requirements of Clause 8.2.

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C.1.3. Where the reconciliation required by section C.1.1 (a)(iii) shows three consecutive days of losses with each losses with each loss greater than 200L, or a monthly variance of 1% of sales plus 400L, the authorization holder shall

a) immediately commence an investigation into the cause of the loss of product, and

b) if a leak is confirmed, comply with the requirements of Section 8.2

C.1.4. Where there is a change of authorization holder of a facility, the new authorization holder shall be provided, with all of the records required by section C.1 and all information disclosed by the investigations undertaken in accordance with Clauses C.1.2(a) and C.1.3(a).

C.1.5. The authorization holder of a facility that has underground storage tanks shall,

a) if the dispenser is metered, comply with section C.1., and

b) if the dispenser is not metered

i) at least twice per month not receive or withdraw product for at least 12 hours,

ii) measure product level at the start and end of the 12 hour period, including water levels;

iii) investigate any level change to determine if a leak exists, and

iv) maintain a record of the measurements and investigations for the life of the tank.

C.2. Aboveground storage tanks

C.2.1. Where an aboveground storage tank system is equipped with a manual leak detection system, as required by Clause 3.2.1.9, the system shall include

a) a weekly recorded measurement of the contents of each tank,

b) a weekly recorded measurement of the amount of product withdrawn from or delivered to each tank, and

c) a weekly recorded reconciliation of volumes determined in (a) and (b).

C.2.2. Where the reconciliation required by Clause C.2.1 (c) shows an unexplained loss of product greater than 0 .5% of the monthly tank throughput or greater than 3% of the capacity of the storage tank system, whichever is less, the owner or authorization holder shall,

a) Immediately commence an investigation into the cause of the loss of product, and

b) if a leak is confirmed, comply with the requirements of Clause 8.2.

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APPENDIX D: Approved portable containers

Approved portable containers shall consist of the following: a) a metal or plastic portable container bearing the label of ULC or

CSA; b) a portable fuel tank for marine use; c) a jerry can that

i) bears the embossed marking “UN” followed by 3A1/X/175, 3A1/Y/175, 3B1/X/175, 3B1/Y/175, 3H1/X/175, or 3H1/Y/175;

ii) has a capacity less than 60 L and bears the embossed marking “UN” followed by 1H1/X/175 or 1H1/Y/175; or

iii) conforms to ASTM F 852. d) a drum bearing the embossed certification marking “CTC”,

“BTC”, “ICC”, “DOT”, or “TC” followed by 5, 5A, 5B, 5C, or 5M; or e) a drum bearing the embossed marking “UN” followed by

1A1/X/175, 1A1/Y/175, 1B1/X/175, or 1B1/Y/175.

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Appendix E Maximum pneumatic test pressures for leak detection using the soap solution method for aboveground tanks

Clarification

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Type of tank construction

Tank diameter Maximum production test pressure

Minimum production test pressure

Vertical and horizontal aboveground or underground- ULC-listed steel tanks

≤ 1750 mm (5.7 ft) > 1750 mm – 3000 mm (5.7 ft – 9.8 ft) > 3000 mm – 4000 mm (9.8 ft – 13.1 ft)

35 kPa (5 psi) gauge 30 kPa (4 psi) gauge 20 kPa (3 psi) gauge

30 kPa (4 psi) 20 kPa (3 psi) 10 kPa (1.5 psi)

Rectangular aboveground ULC-listed steel tanks

All sizes 35kpa (5psi) 30 kPa (4 psi)

Vertical API Std 650, Appendix J, shop-fabricated steel tanks (bottom of tank braced to prevent permanent deformation)

≤ 3.6 m) (12 ft) diameter > 3.6 m – 6.1 m (12 ft – 20 ft) diameter

35kPa (5psi) 21KPa (3 psi)

14kPa (2psi)

API Std 650 tanks, field erected

No pneumatic pressure testing permitted; hydrostatic testing by filling tank permitted

Atmospheric pressure onlyAccording to API 650

Horizontal ULClisted FRP tanks

All Sizes 35 kPa (5psi)

This appendix applies only to aboveground tanks for commissioning tests only Some API tanks can be pressure tested using soap Removed because FRP tanks not allowed aboveground

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Appendix F Overfill Protection Procedure

The petroleum industry has experienced operating problems with overfill protection devices (OPD s). OPD s installed in storage tanks and designed for gravity drop applications, lack capability for pressure deliveries. In order to provide additional options in this situation, the Liquid Fuel Handling Code requires one of the following two options: An approved overfill protection device that limits tank fills to no more than 95% of tank volume or an approved overfill protection procedure that limits tank fills to no more than 95% of tank volume. It is the equipment owner s responsibility to ensure that either an overfill protection device or an overfill protection procedure is in place. The fuel distributor is responsible for verifying the equipment or procedure being used and to deliver the product in a safe manner. The following example of an overfill protection procedure was developed by an industry committee in order to prevent overfilling of the tank during pressure fill applications. The Fuels Safety Program approves this procedure. In order to ensure that the correct tank chart is being used for the tank, the following procedure shall be used to verify the accuracy of the chart at the time of the first delivery. The information obtained shall be recorded and shall be used for future deliveries.

Formerly Regulatory Bulletin GA 02/2. Percent fill updated to 95% (instead of 90%) to match clause 2.2.2.2.

Procedure to Verify Chart Accuracy Relative to the Tank

1. Start with a minimal volume in the tank (less than 20% of nominal capacity).

2. Deliver 1,000 litres of product or 20% of the nominal tank capacity, whichever is the lesser volume, into the tank. Close the flow control valve and disengage the power take-off (PTO).

3. Re-dip the tank to determine, from the dip chart, the volume of product in the tank.

4. Subtract the opening inventory from the volume of product in the tank and compare this volume to the volume delivered

as indicated by the truck meter.

5. If these amounts vary by more than 2.5%, discontinue product delivery and advise site attendant and supervisor that

the dip chart provided is not accurate. (The attendant/supervisor should arrange to have the dip chart corrected.) Otherwise, repeat the process using delivery volumes from Step 2 until 95% of the tank volume (the maximum fill level) has been reached.

When the tank chart has been verified to be a correct representation of the storage capacity of the tank, the following fill procedure may be used.

1. Ensure that the correct tank chart is being used for the tank and record for future deliveries.

2. For the first delivery, verify the accuracy of the chart relative to the tank as per the procedure above.

3. Dip tank and determine opening inventory from tank dip chart.

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4. Calculate tank capacity as 90% of the nominal tank size.

5. Calculate maximum delivery volume (Ullage).

Ullage = Tank Capacity - Opening Inventory

6. Pre-set the delivery volume on the auto-stop truck meter to a quantity less than or equal to the ullage. 7. Deliver product.

8. Record the following information on the bill of lading:

a) opening dip; b) opening inventory from tank dip chart; c) tank size; d) tank capacity at 90% fill; and e) ullage.

When filling underground and aboveground storage tanks, deliveries are to be by tight fill or by submerged delivery . Where appropriate these conditions may be achieved as follows:

a) Nozzles can be equipped with a "donut" or similar device that will provide a tight seal with the fill pipe collar to reduce the driver’s exposure to benzene.

b) Where aboveground tanks are provided with only two openings, one for the pump and one for the fill, a "donut"

can not be used. The nozzle must be provided with a "stinger" or similar device to prevent splash loading. The driver may be required to use a respirator should benzene levels warrant.