preliminary environmental management plan

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FRASER SURREY DOCKS TEMPORARY COAL OFFLOADING FACILITY PRELIMINARY ENVIRONMENTAL MANAGEMENT PLAN FOR CONSTRUCTION AND OPERATIONS Prepared for: Prepared by: Fraser Surrey Docks 11060 Elevator Rd Surrey, BC V3V 2R7 8971 Beckwith Road Richmond, BC V6X 1V4

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Page 1: Preliminary Environmental Management Plan

FRASER SURREY DOCKS TEMPORARY COAL OFFLOADING FACILITY

PRELIMINARY ENVIRONMENTAL MANAGEMENT PLAN FOR CONSTRUCTION AND OPERATIONS

Prepared for: Prepared by:

Fraser Surrey Docks 11060 Elevator RdSurrey, BC V3V 2R7

8971 Beckwith Road Richmond, BC V6X 1V4

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DOCUMENT BACKGROUND

This DRAFT environmental management plan (EMP) has been prepared by Triton Environmental Consultants LTD. Fraser Surrey Docks (FSD) provided gradation sheets and information on anti-oxidant and dust suppression compounds proposed for use. CWS Engineering provided information on site design, runoff management, wetting systems for dust control etc. Levelton Consultants LTD (Levelton) completed Air Dispersion Modelling to evaluate potential effects on air quality. The RKMS Group prepared a Fire Safety Plan for the operating facility. Separate construction and operational EMP documents will be prepared and issued upon completion of detailed design as required.

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TABLE OF CONTENTS

1.0� Introduction ................................................................................................ 5�1.1� Project Description ................................................................................. 5�1.2� System Components .............................................................................. 6�

2.0� Construction Program ................................................................................ 7�3.0� Construction Environmental Management Plans ....................................... 9�

3.1� Surface Water Quality and Sediment Control Plan ............................... 10�3.2� Environmental Monitoring Plan ............................................................. 11�3.3� Hazardous Materials Management and Spill Response Plan (HMMSRP) 12�3.3.1� Hazardous Materials Management Strategies .................................. 12�3.3.2� Storage and Use of Hazardous Materials ......................................... 13�3.3.4� Spill Preparedness............................................................................ 15�3.3.5� Spill Response .................................................................................. 16�

3.4� Soils Management Plan (SMP) ................................................................ 17�3.4.1� Managing Known or Suspect Contaminated Soils ............................ 18�3.5� Air Quality Management Plan ............................................................... 18�3.6� Noise Management Plan ...................................................................... 20�3.7� Pile Driving Plan ................................................................................... 22�3.8� Vegetation and Wildlife Protection Plan ................................................ 24�

4.0� Operational Environmental Management Plans ....................................... 25�4.1� Air Quality Management Plan ................................................................... 25�

4.1.1� Weather Monitoring ....................................................................... 26�4.1.2� Dust Monitoring ............................................................................. 26�4.1.3� Dust Mitigation Measures .............................................................. 27�

4.2� Runoff Management Plan......................................................................... 28�4.2.1� Water Treatment............................................................................ 28�4.2.2 Water Quality Monitoring ................................................................ 29�

4.3� Emergency Response Plans .................................................................... 29�4.3.1� Combustion ................................................................................... 29�4.3.2� Spill Prevention and Response ..................................................... 30�

4.4� Lighting Plans ........................................................................................... 34�4.5� Noise Management Plans ..................................................................... 35�

4.5.1� Existing Conditions ........................................................................ 35�4.5.2� Operations ..................................................................................... 36�4.5.3� Public concerns ............................................................................. 38�

5.0� References and Information sources ....................................................... 38�

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LIST OF TABLES

Table 1. Examples of noise ratings and equipment age (from Gilchrist et al.2003). ............................................................................................................. 20

Table 2. Air quality parameters and associated emission sources...................... 25Table 3.Comparison of trace element analyses to available provincial and federal

sediment quality guidelines ............................................................................. 33�

LIST OF FIGURES

Figure 1. Drainages overview ...................................................................................... 41�

LIST OF ATTACHMENTS

Proposed Phase 1 Coal Tracks - Option 7, Figure 7ADrawing No 11076-SK-030A Drawing No 11076-SK-030B DC6109 MSDS DC6109 FACSHEET DC9148 MSDS DC9148 FACTSHEET SOIL CEMENT® COAL CAR TOPPING MSDS

LIST OF APPENDICES

APPENDIX 1: SUMMARY OF ONSITE / ADJACENT DRAINAGE FEATURES

APPENDIX 2: FRASER SURREY DOCKS DIRECT COAL TRANSFER FACILITY: AIR DISPERSION MODELLING ASSESSMENT – LEVELTON CONSULTANTS LTD – SEPTEMBER 2012

APPENDIX 3: PROVINCIAL, FEDERAL AND REGIONAL AMBIENT AIR QUALITY OBJECTIVES (AAQO)

APPENDIX 4: FRASER SURREY DOCKS - COAL TRANSFER FACILITY - FIRE SAFETY PLAN – RKMS – SEPTEMBER 2012

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1.0 Introduction

This document is a preliminary environmental management plan (EMP) for a proposed, temporary coal offloading facility at Fraser Surrey Docks (FSD), adjacent to the existing Shed 1, on 11060 Elevator Road in Surrey, BC (See attached - Proposed Phase 1 Coal Tracks - Option 7, Figure 7A, Drawing 11076-SK-030A, B and C). This EMP will be finalized upon completion of detailed design and public consultation, and then issued as separate documents for the Construction and Operational phases of the project.

1.1 Project Description

FSD is proposing to build an onsite, temporary coal offloading facility adjacent to Shed 1 for Powder River Basin (PRB)1 coal (75 μm to 75 mm particle size). The coal will be imported to FSD via BNSF rail. Prior to transport, the coal will be treated with (Soil-cement® Coal Car Topping) and multiple anti-oxidant / dust suppression compounds (GE Power and Water DUSTREAT DC91482 and DC61093). On arrival, the coal will be loaded into front end dump barges destined for Texada Island, where it will be received by FSD Logistics Partner. Loaded trains will typically arrive at FSD between 12:00 am and 6:00 am and empty trains will leave between 5:00 pm and 10:00 pm on the same day. Barges will be loaded during all tide levels occurring in this timeframe. To control dust during transit down the Fraser River, the loaded barges will be treated with Soil-cement® Coal Car Topping agent (or similar compound identified in consultation with the Port Metro Vancouver) prior to departure from Berth 2. The FSD offloading facility will operate for 6+ years, with approximately 2 million tonnes barged offsite in Year 1, 4 million tonnes barged offsite annually in Years 2 through 5 and potentially 8 million tonnes in Year 6+. Inbound trains will arrive every second day in Year 1, and once daily in Years 2 through 5.

1 Powder River Basin Coal – located in Montana and Wyomng, sub-bituminous A or B coal, low in sulfur, heating values ranging from 8000 to 9400 BTU/lb, friable (Hossfled and Hatt, n.d) 2DC9148 inhibits oxidation and weathering of coal, reduces hot spots, smokers and spontaneous combustion at coal facilities (e.g. generating stations, terminals and mines), reduces dust generating during loading, unloading, stack out and reclamation, reduces in transit losses (GE Power & Water, August 2010). MSDS and factsheet attached. 3 DC6109 is a foam dust control product which controls dust emissions using less moisture, reduces explosion hazards and respirable dust emissions (GE Power & Water, August 2010. MSDS and Factsheet attached.

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Each train will be roughly 7,500 feet (2,286 m) long and each car will carry roughly 12 to 14 metric tonnes of coal. On arrival at FSD the coal will be dumped via bottom dumping rail cars into a pair of ASHROSS RUMig receiving pits adjacent to Shed 1. The coal will be moved out of these pits to the barges via conveyor systems installed on the paved area west of Shed 1. Each receiving barge will have a capacity of 8,000 dead weight tonnes (dwt). Barges will be filled to roughly 70% capacity and will take roughly 3 to 5 hours to load. From the time the loaded trains arrive onsite, the barges will take roughly 5 to 6 hours to fill. Thereafter, the barges will begin transit to Texada. The anticipated transit time of the loaded barges in the Lower Fraser River is approximately 3 hours, travelling at an approximate speed of 11 km/hour (~6 knots). Barges will be towed downstream with 1,200 horsepower tugs. Space is available onsite for emergency stockpiling of up to 15,000 tonnes of coal. The pile would be flat topped. The pile would be located immediately south of Shed 1 and surrounded by a 1.5 m high asphalt and Loc Block berm, which would function in both the dust and fire suppression programs (see Drawing 11076-SK-030A). However, stockpiling would only occur if there was a delay in barge arrival and / an equipment failure. Stockpiling beyond 4 days is not anticipated. On an annual basis, FSD anticipates no more than 120,000 tonnes would require emergency storage.

1.2 System Components

The operating facility will include the following components:

� Roughly 2.614 km of new railway track, extending from the existing Agri-line west of Shed 5 and ultimately connecting with the existing track paralleling River Road

� Two ASHROSS RUMig receiving pits and associated infrastructure

(e.g. rail car unloading shed, electrical control room, sprinkler system for dust control)

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� Covered double out-feed conveyors (each 60” / 152.6 cm wide,

followed by a transfer chute, an additional feed conveyor (60” wide) and a radial Superior Stacker conveyor (60” wide x 100’ (30.5 m) long) for dumping coal into the barges. The conveyors will be fitted \with spill trays to minimize coal spills during onsite transfers

� Drainage management systems to capture and treat site runoff prior to discharge offsite

� Fire suppression system, which is currently under development and

will include eight (8) tower sprinklers at the stockpile area

� Roughly 12 new steel piles, each 24” (600 mm) in diameter at Berth 2 to accommodate the barges. Aside from the piles, no other new in-water structures are expected and no modifications will be required at Berth 2

� Cinching winch, downstream warping winch and warping /mooring structures with Pivot Fairlead and Sheave to be installed at the existing dock

� Lighting on the conveyors and barge loaders to facilitate safe night time operations

� Two front end loaders, one additional yard switching locomotive and possibly two more employee pick-up trucks

2.0 Construction Program

Building the facility will include the following tasks:

� Pavement stripping and excavation to 1.2 m below grade to install the new track. This will require excavating up to 9,650 m3 of fill / native soils (2, 614 m length x 3.05 m width x 1.2 m depth)

� Excavation to 10’ (3.05 m) depth for the two receiving pits;

approximate spoil volume of 885 m3 (38.1 m length x 7.62 m width x 3.05 m depth)

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� Excavations for the supporting indexer (152.4 m x 0.914 m x 0.914

m) and electrical trenching (9.14 m x 3.66 m x 0.914 m);approximate spoil volumes of 30.6 m3 and 127.4 m3 respectively

� Excavation dewatering for all of the above, which will emphasize

the collection and subsequent discharge of excavation water direct

to ground in pits specifically created for this task

� A high yield well point dewatering system is not anticipated for use onsite. A series of pumps will be installed in each of the four corners of the receiving pit excavation (the deepest excavation at 3.05 m) and water will be discharged to a series of in-ground dewatering pits

� Crossing upgrade on a green coded drainage4 (non fish-bearing;

insignificant nutrients and flow) immediately east of Elevator Road,

to accommodate Bekaert’s site access5

� Potential shifting of the Shadow Brook channel (red coded,

permanent, fish-bearing) immediately south of Elevator Road to

accommodate the new track (to be verified by survey)

� Potential new crossing on the red coded ditch paralleling the

existing railway track at the Elevator Road entrance into the FSD

property (to be verified by survey)

� Mobilization and onsite assembly of the conveyor systems

� Installation of the unloading shed walls and supporting electrical

and water distribution systems; note the latter will only require tie-ins to existing water mains, no new water main will be required

4 Classification derived from the City of Surrey COSMOS online mapping system 5Onsite and adjacent drainages features are discussed in Appendix 1

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� Installation of the storm water management / dust control / sprinkler

systems which will include

� Two sumps 20 x 4 m to capture site run-off � Two 20, 000 gallon double walled containment tanks for

settling � Potentially two oil/water interceptor(s) � Make up water hook-up � Sprinkling Towers (potentially eight) � Asphalt and Loc Block containment berm around east and

south edges of proposed stockpile site

� Installation of a fire suppression system (which is under development but will include a combination of personnel training strategies and infrastructure, the latter including but not limited to the 8 sprinkling towers in the stockpiling area and the watering capacity in the unloading shed)

� Pile driving (12 - 24” steel piles roughly 15.24 m apart) at Berth 2

� Installation of cinching winch, downstream warping winch and

Warping/Mooring with Pivot Fairlead and Sheave on the existing dock

3.0 Construction Environmental Management Plans

The following environmental management plans will be implemented during construction:

� Surface Water Quality and Sediment Control Plan � Environmental monitoring plan � Hazardous Materials Management and Spill Response Plan � Soils Management Plan � Air Quality Management Plan � Noise Management Plan � Pile Driving Management Plan

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3.1 Surface Water Quality and Sediment Control Plan

Potential effects on surface water quality are generally not expected during works in and around Shed 1. However, the following mitigation measures will be implemented during construction in this area:

� Catch basin protection will be installed prior to construction in the Shed 1 working areas and adjacent to truck routes supporting construction at the Shed 1 site

� Excavation discharge will be directed to in-ground pits specifically

created to manage turbid excavation waters, and / or concrete contact waters. These pits will be excavated prior to other works beginning onsite

� Excavation waters will not be discharged to stormwater mains or direct to the Fraser River (see Environmental monitoring plan for additional detail)

� Daily site cleaning will be conducted to prevent a build-up of dust that

could become a source of sediment during rain events. Similarly, site cleaning will be conducted as needed during the wet season to prevent mud tracking

� Potentially restricting selected excavation works during inclement

weather

� Inactive soil stockpiles will be located away from catch basins and will be securely covered to prevent wind losses on dry days and rain-splash erosion of wet days

3.1.1 Watercourses Adjacent to Elevator Road

Shadow Brook is located in between Elevator Road and Robson Road in a proposed area of new track running alongside Elevator Road (Figure 1). This drainage has been classified as red coded (permanent, fish-bearing) by the City of Surrey. A review of the survey drawings indicate the new track alignment will not require the relocation of the Shadow Brook channel, although there will be some encroachment (<100 m2) into the riparian zone.

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This can be addressed post construction through onsite riparian restoration works. In addition to the works near Shadow Brook, a new access driveway is proposed for the Bakaert’s site. The exact location of the new access has not yet been selected, and may require a crossing of a green coded (non fish bearing, insignificant nutrients and flow) drainage feature located north of the existing railway track running alongside Elevator Road (Figure 1). The City does not require compensation for green coded drainage features, but they do require consideration in water quality and storm water management contexts. During construction mitigation measures will be implemented to protect water quality (e.g. erosion and sediment controls, hazardous materials management) and to avoid damage to non-target vegetation in the Shadow Brook riparian zone. Equipment storage and maintenance, fuelling and other activities will not be permitted within 15 m of the channel. Machine access will also be restricted in the riparian zone to the extent feasible.

3.2 Environmental Monitoring Plan

As indicated in the Water Management Plan submitted to the Port in June 2012, an environmental monitor will visit the site at least once weekly during construction to evaluate the effectiveness of mitigation measures. A water quality sampling program will be conducted in support of the excavation discharge program. FSD is proposing to collect groundwater from excavation areas and discharge it into separate in-ground infiltration pits. As a precautionary measure, to ensure groundwater from the nearby Bekaert’s site is not being mobilized into FSD’s work area, excavation discharge water quality will be monitored for the following parameters6:

� pH (in situ) � dissolved metals (analytical)

� conductivity (in situ) � total dissolved solids (in situ) Note that if discharge is observed leaving the site then turbidity and / or total suspended solids (TSS) will be measured along with the parameters listed above at the point of discharge.

6 These parameters (the in situ parameters in particular) have been selected because they will indicate changing ground water quality. If changes are observed, excavation collection and discharge strategies may be modified

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Environmental monitoring will also be conducted during pile installation at Berth 2 and will include but not necessarily be limited to: coordination with the pile driving contractor to create fish exclusion zones, and conducting water quality and hydrophone monitoring. Environmental monitoring activities and associated data will be summarized in a post construction monitoring report to be submitted to the Port Metro Vancouver (PMV).

3.3 Hazardous Materials Management and Spill Response Plan (HMMSRP)

The Hazardous Materials Management and Spill Response Plan (HMMSRP) provides guidance on managing potentially hazardous materials. This includes chemicals used during construction, and wastes generated as a result of construction. Spills of hazardous materials have the potential to affect soil, water and sediment quality. Hazardous wastes are prohibited from routine landfill disposal. Examples of hazardous materials that are most likely to be associated with the project include: gasoline and diesel fuel, hydraulic fluids, dry concrete products and concrete wastewater, solvents and waste oils.

3.3.1 Hazardous Materials Management Strategies

Effective hazardous materials management strategies include:

� Preparing inventories of chemicals that will be used, or have the potential to be used onsite. Inventories should include anticipated volumes and types of materials and MSDS

� Providing storage and general guidelines for use of hazardous materials

� Conducting an overview assessment of risks associated with spills of known hazardous materials used in working areas. This requires the contractor to evaluate the potential hazards of working with specific chemicals, in association with a particular task, in a particular area

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� Developing and posting spill prevention plans. Such plans would

include guidelines for daily use and overnight fuel storage, as well as designated waste storage areas for oils, solvents, concrete and other potentially hazardous products. These plans also include guidelines for managing suspect or known contaminated materials

� Developing and posting spill preparedness and response plans for chemicals in use onsite. These plans should include, at a minimum, information on appropriate spill response equipment, communications and response plans

3.3.2 Storage and Use of Hazardous Materials

Where feasible and applicable, Contractors should follow these general guidelines for storage and use of hazardous materials in construction areas (Gibb et al., 1999):

� Outdoor storage will be secured when unmanned, and storage of hazardous or potentially hazardous materials will ideally be arranged so that stored products are away from vegetated areas and there is �6 m between stored products, uncontrolled grasses or weeds, and fuel dispensers

� Storage areas and containers will be regularly inspected for leaks, poor condition, inadequate seals and other problems that may result in the spill or release of a hazardous substance

� Personnel will read and follow the directions for all products, and have easy access to MSDS for all hazardous material onsite

� Products will be stored in their original containers and their labels maintained in good condition; labels should be protected with transparent tape as necessary

� As needed and where safe to do so, a correctly sized funnel will be used to transfer hazardous materials from one container to another

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� Personnel will avoid mixing chemicals unless specified by the

manufacturer, and will use chemicals as specified on labels, in well-ventilated areas

� Corrosives will be stored away from flammables

� Re-useable or recycled degreasers will be used where possible or appropriate to machinery and equipment

3.3.3 Spill Prevention

Spill prevention strategies for the project will include the following:

� Daily inspections of machinery for leaks, cracked hoses and other conditions that may result in spills. Contractors will ensure external equipment surfaces are free of oil, diesel and other potential contaminants prior to use

� Routine inspections of storage areas and containers for leaks, poor condition, improper seals and other problems that may result in the release of a hazardous substance

� Storage of daily use fuels, lubricants and other chemicals over impermeable areas and / or in lined, leak proof containers. Temporary covers will be used as needed to prevent rainfall from pooling in daily use storage containers

� Daily use chemicals will be stored onsite in a locked container or will be taken offsite at the end of each day

� Fuelling and equipment maintenance will be undertaken � 30 m away from all permanent drainages

� Written procedures for the proper use and storage of chemicals will

be provided consistent with the potential risks associated with each chemical, anticipated frequency of use and any special handling requirements

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3.3.4 Spill Preparedness

Written spill response procedures and communications protocols will be posted at conspicuous locations onsite. Personnel will know the locations of the spill kits in each working area and be trained in their use. Spill kits will be appropriate to the types of hazardous materials and anticipated spills onsite. Contractors will be expected to develop and post a list of contacts and emergency numbers for managing and responding to spills.

Machine operators will have onboard spill kits and one (1) larger spill kit should also be also available at each working area. At a minimum we recommend larger spill kits contain the following:

� (50) absorbent pads � (4) booms � (1) bag granular absorbent � (4) disposal bags � (1) stop leak plug � personal protective equipment � (1) roll duct tape � flagging and tarps � up to 80 empty sand bags � instructions and list of contents

Spill kits will be restocked after use. BC rated fire extinguishers, pointed and/or broad shovels, nylon rope (100 m) and recovery / storage drums should also be available for use onsite (Ministry of Water, Land and Air Protection, 2002). Finally, the Province recommends keeping between 250 mL and 1 Liter of commercial, dry or pre-mixed bentonite clay onsite to plugholes in leaking containers during spill response (MWLAP, 2002).

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3.3.5 Spill Response

Contractors will develop and post spill response plans prior to construction. These plans will include but not be limited to the following procedures:

� Confirm the safety of all personnel and secure the area (as needed)

� Eliminate ignition sources

� Identify spilled product, associated hazards and clean up requirements (refer to MSDS if uncertain)

� Contact site supervisor � Determine if the spill can be contained and cleaned up by onsite

staff. Spills that cannot be managed by onsite personnel should be directed to the PMV and other agencies as required

� Stop the flow of spilled materials if safe to do so

� Contain spilled materials if safe to do so

� Clean up and dispose of spilled product and used response materials consistent with the Environmental Management Act, Hazardous Waste Regulation

� Notify the Environmental Protection Division of Environment Canada and the Provincial Emergency Program (PEP) in the event of a reportable spill, as defined by the Spill Reporting Regulation of the Environmental Management Act

� Spills of flammable Class 3 Liquids like gasoline or fuel oil that are � 100 L in volume are reportable.

� Investigate causes of the spill and identify required changes to hazardous materials management strategies and spill response plans

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� Complete spill reporting forms ensuring the following information is

provided:

� Name of the person(s) reporting the spill � Witnesses of the spill � Date, time and location of the spill � Source of spill � Type and estimated volume of product � Nature of the receiving environment (soil, water) � Spill response measures � Estimated volume recovered � Impact of the spill on terrestrial and / or aquatic resources � Required remediation (if any) � Measures take to prevent similar spills in future � Agencies made aware of the spill (as needed)

3.4 Soils Management Plan (SMP)

A key component of the soils management plan will be to characterize the soils both in the ASHROSS receiving pit excavation and in the proposed dewatering pits, to ensure the absence of surficial contamination these locations. This will minimize the risk of moving potential contamination further into the soil profile by ongoing discharge. Non-native fill will be removed from the discharge pits to expose the underlying sands. These sands will be sampled for metals and hydrocarbons at a minimum, to confirm the absence of contamination prior to discharge. The soil management plan will also focus on appropriate storage of suspect and non-suspect soils and on characterizing excavation spoil destined for offsite disposal.

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3.4.1 Managing Known or Suspect Contaminated Soils

In the event contaminated soils are encountered during excavation or in the event of a hazardous material spill to soil, we recommend the following mitigation measures and management strategies:

� Segregate suspect or known contaminated soils. Segregated soils should be placed onto an impermeable surface and protected from the elements to prevent rain splash erosion or wind losses and subsequent contaminant migration

� Contact the Environmental Monitor to arrange for soil sampling to

identify required disposal options. The monitor will collect samples consistent with the methods outlined in the Ministry of Environment’s Technical Guidance on Contaminated Sites 1: Site Characterization and Confirmation Testing (2005). On the basis of these results, soils will be classified and relocated or disposed of consistent with the requirements of their classification

� Ensure confirmed contaminated soils are taken offsite by a licensed hauler and deposited at a licensed facility

3.5 Air Quality Management Plan

The following mitigation measures to prevent air quality impacts are recommended:

� On-road low sulphur diesel fuel should be used in all equipment capable of using such fuel

� Diesel particulate filters should be used on all construction equipment capable of supporting their use

� Covered vehicles are required when transporting bulk fine materials to the project area

� Paved areas need to be cleaned on a routine basis to prevent the accumulation and mobilization of dust. Speed limits should be also implemented to reduce dust mobilization

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� Site-specific worker education programs should be developed to address:

� Idling reduction (automatic anti-idling shut-off where feasible) � Operation of equipment at optimum rated loads � Routine equipment inspection and maintenance � Daily inspections to identify dust and equipment exhaust

issues

� Use of 2003 or later model equipment and vehicles

� Compliance with the Canada Wide Standards7 (CWS) for air quality, particularly ‘Annex A’ during construction and operation. Relevant CWS standards emphasize managing PM2.5

8

� Ongoing assessments of the potential for dust generation and

combustion emissions. Steps will be taken to minimize dust and combustion emissions as needed

� Visual assessments of dust and exhaust emissions will be completed on an ongoing basis during work and / or while machinery is operating

� Use of water trucks to control dust as needed

� Establishing speed limits to control dust mobilization Given the mitigation measures proposed above, the need for air quality monitoring during construction is not anticipated at this time. However, should dust monitoring for example, become a requirement, sampling will be consistent with methods outlined in the following provincial document:

� BC Field Sampling Manual. For Continuous Monitoring and the Collection of Air, Air-Emission, Water, Wastewater, Soil, Sediment, and Biological Samples. Part B – Air and Air Emissions Testing (2003).

7 The Canada Wide Standards are considered objectives under the Canadian Environmental Protection Act (CEPA). 8 PM2.5 - particles �2.5 microns in diameter and including dust, dirt, soot, smoke, and liquid droplets. Sources of fine particles include combustion activities (motor vehicles, power plants, wood burning). US EPA http://www.epa.gov/pmdesignations/faq.htm#0

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3.6 Noise Management Plan

Examples of noise mitigation measures that may be implemented during construction include but are not necessarily limited to the following:

� Developing a construction noise awareness training program for all personnel addressing site specific and generic construction noise issues, potentially sensitive noise receptors, relevant noise bylaws and performance criteria

� Preparing and submitting a list of equipment, prior to construction,

to evaluate potential noise impacts. Noise ratings for selected machines are provided in Table 1

� Where practical limiting construction to the hours to those identified in the City of Surrey’s Noise bylaw 7044 (i.e. no construction prior to 07:00 hours or after 22:00 hours)

Table 1. Examples of noise ratings and equipment age (from Gilchrist et al. 2003).

Equipment

Noise levels dBA (measured at 15 m from source)

New equipment Older equipment (>5 yrs old)

compressor 73 76-80

Backhoe 75-80 83-88

concrete mixer 75 85-87

concrete pump 75 82-85

concrete saw 90 n/a

concrete vibrator 75 76-80

Crane 75 85-90

bulldozer 75 83-88

dump truck 84 85-88

excavator 83 85-87

Grader 72-75 85-90

jackhammer 75-80 85-90

Loader 80-85 92-95

paver 80-85 95-101

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Table 1. Examples of noise ratings and equipment age (from Gilchrist et al. 2003).

Equipment

Noise levels dBA (measured at 15 m from source)

New equipment Older equipment (>5 yrs old)

rock drill 80-85 95-98

roller 80 88-90

scraper 78-83 96-98

tractor 75 85-90

trencher 83-88 n/a

vibratory rollers 95 n/a

� Selecting less noisy machinery, vehicles and equipment for use onsite wherever possible. Newer equipment, and/or equipment with noise suppression features like exhaust silencers on air tools should be evaluated for use onsite

� Equipment should be kept in good order, emphasizing lubrication, replacement of worn parts and the condition of exhaust systems. Diesel and gas powered equipment should be routinely inspected and equipped with higher quality mufflers where possible

� Locating noisy equipment (e.g. portable generators) away from sensitive noise receptors, such as construction personnel or nearby shoreline areas frequented by birds

� If needed, fit equipment with residential-rated mufflers and/or silencers for night-time work

� Muffling back up beepers where safe and feasible to do so

� Shutting off equipment that is not in use and operating equipment at the minimum speeds permitting effective operation, with hoods and shields closed

� Enforcing speed limits to reduce vehicle noise. This will also help reduce dust mobilization

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� Installing temporary noise barriers as needed. If noise barriers are

necessary, they should be located as close as possible to the source of the noise and made from solid materials and ideally lined with absorbing materials

3.7 Pile Driving Plan

A total of 12 – 24” piles steel are proposed at Berth 2. Pile installation will be consistent with the Best Management Practices for Pile Driving and Related Operations – BC Marine and Pile Driving Contractors Association (March, 2003). Standard mitigation measures that will be implemented onsite include:

� Conferring with DFO (and other agencies with jurisdiction) to determine the preferred timing and methods of the pile driving program

o For driving steel pipe piles that are >16“ in diameter, using a

diesel hammer, air hammer, or similar powered hammer equipment, DFO prefers that pile driving occur outside of the March 1 to June 15 sensitive period to protect juvenile salmon and eulachon

o However, this timing restriction may not be imposed on the

program if it is unlikely, given streambed conditions, that large rock may be encountered and if the appropriate mitigation measures to prevent 30 kPa will be implemented

� Maintaining equipment in good condition to prevent leaks or spills of

potentially hazardous materials like hydraulic fluid, diesel, gasoline and other petroleum products

� Recovering waste or any miscellaneous unused materials for disposal

in an appropriately certified facility or placed in storage

� Maintaining emergency spill equipment available whenever working near or on the water

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� Positioning water borne equipment in a manner that will minimize

damage to fish habitat. Where possible, alternative methods will be used (e.g. anchors instead of spuds)

� Fish exclusion devices may be installed in the water column around

the pile driving area to prevent fish access. The need for exclusion would be determined on the basis of installation timing, mitigation measures, the success of mitigation measures in the field etc

� Bubble curtains (with frames acceptable to DFO) over the wetted length of the pile may be required to mitigate impacts on aquatic life

o Visual and hydrophone monitoring will be conducted during pile driving, at a range of depths in the water column and at varying distances and directions from the pile being driven, to measure sound waves and determine if temporary work stoppages and / or additional mitigation strategies are required to maintain levels below 30 kPa

o Hydrophone monitoring will be carried out throughout the pile

driving from beginning to end and particularly during periods of pile driving resistance or refusal

o Hydrophone monitoring data and associated visual observations during pile driving will be forwarded to the BC Marine and Pile Driving Contractors Association and the Institute of Ocean Sciences in Sidney, BC

Note: Pile Driving Contractors will be required to prepare a detailed Pile Driving Plan for submission to the Port and other agencies for review and comment. This plan will outline pile driving methodologies, timing and mitigation measures in the context of site specific conditions and constraints

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3.8 Vegetation and Wildlife Protection Plan

Given the developed nature of the site, impacts on vegetation and wildlife are not anticipated. However, construction near Shadow Brook and the green coded watercourse will require consideration of the following:

� Pre-clearing and construction nesting bird surveys between March 1

and August 1 to determine if birds are nesting within 30 m of the working areas. Note that surrounding areas will need to be checked for raptor nesting activity, as some raptors like Cooper’s hawk (Accipiter cooperii) can require nest buffers of >100 m depending on site specific conditions. Given the current level of activity at the site, potential conflicts with nesting birds are not expected

� Pre-clearing and construction listed plant surveys, with an emphasis on streambank lupine (Lupinus rivularis) which may be present in the existing track alignment. If specimens are found in clearing / construction areas, FSD and the Contractor will work with the environmental monitor to develop a suitable transplanting plan

� Installing temporary fencing (e.g. snow fence) around the riparian zone of Shadow Brook to prevent personnel and machine access into the area

� Contractors working in areas with noxious weeds will ensure that equipment (bulldozers, skidders, backhoes, crushers and other vehicles) is cleaned, removing dirt and seeds from the tires, tracks and undercarriage to prevent the spread of noxious weeds. To the extent practical, invasives will be disposed of consistent with the recommendations in Targeted Invasive Plants Solutions (T.I.P.S.)9.; prepared by the Invasive Plant Council of BC and providing species specific strategies for invasives.

9 T.I.P.S webpage http://www.invasiveplantcouncilbc.ca/resources/targeted-invasive-plant-solutions-tips

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4.0 Operational Environmental Management Plans

The operational management plans will be finalized upon completion of detailed design and consultation. At a minimum however, the following management plans will be implemented during operations:

� Air quality management plan � Runoff collection and treatment plan � Emergency response plan � Lighting plan � Noise management plan

4.1 Air Quality Management Plan

An Air Quality Dispersion Modelling Assessment was completed for the project and addressed potential emissions sources from the facility (Appendix 2)10. The air quality parameters and emission sources considered are shown in Table 2. These parameters were evaluated in the context of the provincial, federal and regional Ambient Air Quality Objectives (AAQO); which were developed to protect public health and the environment (Appendix 3). The closest residential receptor identified in the assessment was located approximately 520 m southeast of Shed 1 and the associated infrastructure.

Table 2. Air quality parameters and associated emission sources

Parameter Emission sources

Carbon monoxide (CO) tugboats, locomotives, front end loaders

Nitrogen oxides (NOx) tugboats, locomotives, front end loaders

Sulphur oxides (SOx) tugboats, locomotives, front end loaders

Particulate matter (PM10) tugboats, locomotives, temporary stockpiles, materials handling, front end loaders

Particulate matter (PM2.5) tugboats, locomotives, temporary stockpiles, materials handling, front end loaders

10 CALPUFF model series (CALMET, CALPUFF and CALPOST)

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Table 2. Air quality parameters and associated emission sources

Parameter Emission sources

Volatile organic compounds (VOC) tugboats, locomotives, front end loaders

Ammonia (NH3) tugboats, locomotives, front end loaders

The modelling results indicated the air quality parameters of interest during operations are expected to be lower than available AAQO at the nearest residential receptor. Particulate emissions for fugitive dust sources are anticipated to be localized at the operating facility, although with the proposed mitigation measures effects on air quality are expected to be limited. Some potential for localized NO2 emissions above the AAQO were identified at Berth 2 and along the rail alignment. However as indicated above; the predicted NO2 levels were below the AAQO at the closest residential receptor. Air quality monitoring programs and mitigation measures will be required at the operating facility. Key components of the plan are introduced in Sections 4.1.1 through 4.1.3.

4.1.1 Weather Monitoring

Real time and forecasted weather data will be used to plan coal offloading activities. At a minimum, FSD is proposing to install an anemometer for measuring wind speed (including gusts) and direction in the vicinity of the stockpile. Forecasted weather will also be used to plan activities like site cleaning, equipment or track maintenance, temporary coal stockpiling (volumes and pile face configuration).

4.1.2 Dust Monitoring

FSD is also proposing to install a dust sampler to measure PM2.5 and / or PM

10 (airborne particles � 2.5 microns and �10 microns in diameter respectively). The Canada Wide Standard (CWS) for PM2.5 is 30 �g/m3, 24-hour averaging time. The BC provincial air quality objectives for PM2.5 and PM10 are 25 μg/m3 and 50 μg/m3 over 24 hours, respectively11.

11 New Provincial Ambient Air Quality Criteria for PM2.5 http://www.bcairquality.ca/regulatory/pm25-objective.html and Air Quality Objective for PM10 (1995) http://www.bcairquality.ca/reports/aqopm.html

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Available Worksafe BC limits for coal dust exposure are as follows (OHS Regulation, Guidelines Part 5, Table of exposure limits):

� Coal dust - Bituminous, Respirable - 0.9 mg/m3 � Coal dust - Anthracite, Respirable, - 0.4 mg/m3

Dust monitoring data will be used to evaluate the need for site cleaning or maintenance, temporary work stoppages, or identify procedural revisions to limit dust generation and / or mobilization.

4.1.3 Dust Mitigation Measures

Dust management will emphasize strategies to limit dust generation, followed by ongoing monitoring and site cleaning / maintenance. These strategies will include but may not be limited to the following:

� Using metrological and dust monitoring data to plan and / or suspend activities onsite

� Enforcing speed limits of 5 m/h for incoming trains travelling through FSD property and for outbound empty cars during transit at the offloading facility and through FSD property

� Enclosing the ASHROSS receiving pit (i.e. in the railcar unloading

shed) and applying a directed spray to the coal and railcars while they are unloading in the shed

o Empty cars will be sprayed a second time inside the unloading

shed before entering the yard again to prevent dust mobilization associated with the movement of empty cars

� Applying spray at transfer points between conveyor systems and to

loaded barges prior to transport downstream NOTE: If a stockpile is onsite, front end loaders would be used to place coal onto the conveyors. Ongoing sprinkling is proposed during this process

� Routine site cleaning in and around the dumping pit, conveyor systems, transfer points, railway track and surrounding paved areas

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� Routine maintenance and cleaning of conveyor belts and other system

components to ensure they are operating as intended

� Ongoing metrological, dust monitoring and observational data compilation to identify potential problem areas or procedures and appropriate corrective action(s)

� Stilling enclosures at all transfer points (minimizes turbulence of the

product flow and the creation of airborne particles)

4.2 Runoff Management Plan

In addition to the storm water management and fire suppression infrastructure described in Sections 1.2 and 2.0 (e.g. sumps, containment tanks, oil/water interceptor, sprinkling towers, stockpile containment berm) the runoff management plan will include the re-use of treated water for dust suppression.

4.2.1 Water Treatment

During dry periods, water used onsite would be treated and re-directed back into the system. During wet periods, excess water would require treatment and offsite discharge. At a minimum, water treatment programs would emphasize pH adjustment and solids removal (potentially requiring flocculation, detention and settling prior to offsite discharge). A pH adjustment system would likely be required for runoff with a pH of <6.5 (low range of BC Approved Water Quality Guideline for pH for the protection of aquatic life). This can be addressed through injections of buffering agents as part of the treatment process. For solids removal, a flocculant like Chitosan is proposed, which can remove suspended sediment, phosphorus, metals, PAH and other organics. A finishing sand filter may be required as the final step in the treatment system for treating larger volumes of water. The chemicals and infrastructure associated with water treatment onsite will be finalized in consultation with the Port as the management plans for the site evolve.

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Settled material (sludge) in the containment tanks can be removed and disposed of offsite. Sand filters have a backwash phase in a closed loop system to flush particulates from the sands. Treated water can be directed back into the system for re-use, or discharged offsite during high flow. FSD is investigating a permitted discharge to sanitary sewer as part of evaluating offsite discharge strategies.

4.2.2 Water Quality Monitoring

At a minimum, the monitoring program will emphasize in situ measurements of pH, temperature, turbidity / TSS, specific conductivity, TDS, dissolved oxygen (DO) and oxidation reduction potential (ORP). These data will be compiled and maintained by operations personnel to evaluate site and system performance.

4.3 Emergency Response Plans

Potential emergencies of environmental concern include fires from the spontaneous combustion of coals and spills or uncontrolled releases to the aquatic environment during barge loading. Please reference the Fire Safety Plan in Appendix 4 for further detail.

4.3.1 Combustion

Combustion mitigation measures will include but not be limited to the following: � Fire suppression system

� Training onsite personnel in required site maintenance procedures and

early detection of spontaneous combustion (e.g. observations of steam, localized white smoke)

� Ongoing weather and dust monitoring, visual inspections of operating systems and surrounding areas and routine site cleaning and equipment maintenance at all parts of the operation to limit the buildup of loose coal

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� Restricting the residence time of stockpiled coal onsite and treating with a

sealant, for example, as described above to limit air movement into and inside of the pile

o Routine visual inspections of the stockpile will be conducted and in some cases, (e.g. depending on weather conditions and the length of time the pile remains onsite), pile moisture and temperature readings may need to be taken. FSD will be equipped to measure moisture and temperature as needed and monitoring data will be compiled and maintained onsite

Spontaneous combustion events are not expected, given the short time frame coals will be stockpiled onsite. However, in the event spontaneous combustion occurs, response measures may include but not be limited to the following (where practical and safe to implement) (NCIG, 2010):

� Isolating the zone of combustion

� Digging out the affected area and moving the coal to a location where

it can be spread out for cooling, saturated with water or compacted and covered with an inert material

Please reference the Fire Safety Plan in Appendix 4 for further detail on strategies for managing combustion potential and events.

4.3.2 Spill Prevention and Response

Spill prevention will be addressed throughout the operation, through routine inspections and maintenance of the track, receiving pits and conveyors. Additionally, the entire offloading operation will be manned from the time trains arrive onsite to the time the loaded barges leave the site. Prior to the trains arriving onsite, personnel will ensure all parts of the system, (including emergency response systems) are functioning as intended. Prior to barge loading, personnel will confirm the barges are empty of debris, in good condition, and are properly closed. As part of the barging contract, FSD will require contractors submit maintenance and training records.

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Note: Barge Loading Master Plans will be developed by the operators and submitted to FSD for review and comment. Additionally, barges will be double walled

The coal handled onsite and transported to Texada will be intact - no processing (i.e. burning) will be undertaken onsite. A spill of un-burned coal could impact water quality through elevated turbidity (increasing suspended particles in the water). Coal particles may also settle on the riverbed and become a component of the sediments. The physical effects of coal can be consistent with those of suspended (and settled) sediments including: abrasion, smothering, clogging of respiratory and feeding organs, changes to sediment composition and reduced availability of light (Ahrens and Morrisey, 2005). The potential chemical effects of coal are variable, with some authors considering unburned coal to be largely inert (Chapman et al. 1996). Ahrens and Morrisey, (2005) noted potential toxic effects of selected components of coal are less evident than physical effects and are dependent on coal composition. They further noted the bioavailability of selected components in coal in many cases appears to be low. The bioavailability of the various components is important to characterizing potential effects. The bioavailability of trace elements and PAH is dependent on a variety of factors, including coal composition12, ambient conditions (pH, dissolved organic matter), sediment composition (particle size distribution) and sediment chemistry (pH, cations, oxides, sulfides, % carbon). Under the more neutral pH conditions in the Fraser River13 leaching of selected metals like cadmium, copper, lead and zinc would be less of a concern.

12Analyses of the Cloudy Peak coal indicate 53.02% carbon and 25.81% moisture (as received); with dry levels consisting of 71.46% carbon 13 (MWLAP,2004) pH in the Fraser River between 1971 and 2003 (Pattullo ~ 7.2 to 7.8) (Annacis Island ~ 7.4 -7.7) EMS stations 0300005 and 0301311 respectively. Fraser River Water Quality Buoy, 12 km u/s of the mouth (EMS station E271643) ~ average pH of 7.64 (n=76)

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Under more acidic conditions these metals could be leached to a more bioavailable form14. PAH are expected to remain bound to the coal particles thus limiting their bioavailability15. Trace element data were provided for Cloudy Peak coal and are shown in Table 3. These data suggest the available sediment quality guidelines for the parameters shown would not be exceeded in the event of a spill and subsequent coal particle settling.

14 Metals like cadmium, lead, copper, and zinc can remain can be bound in sediments through sulfide formation (Jim

McGeer,

Gerry Henningsen,

Roman Lanno,

Nicholas Fisher,

Keith Sappington5

, and John Drexler, Eastern Research Group, Inc 2004)

15 PAH are characterized by low solubility and high affinity for organic carbon. As a result, PAHs in aquatic environments are primarily sorbed to suspended or settled particulates. The Koc values for PAH, which describe the potential for a compound to bind to organic carbon in soils and sediment, range from 103 to 104 for low molecular weight PAH to 105 to 106 to high molecular weight PAH (ATSDR, Toxicological Profile, PAH, 1995)

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In the event of a spill to the Fraser River during barge loading, the following mitigation measures will be implemented:

� Operations will stop and the Director of Engineering and

Maintenance (DEM), Site Superintendent, Unloading shed operator, Train conductor and the Port will be informed of the spill

� Personnel will make an estimate of the volume released and, in

consultation with DEM determine if the material can be effectively recovered. This will depend on a variety of factors including but not limited to tide level and volume released

� In the event of a larger spill at the Berth, occurring for example if a

barge door fails during filling, onsite personnel in consultation with the DEM and the Port will determine if a suction dredge or similar needs to be mobilized to the spill site for recovery. Mitigation measures consistent with the Fraser River Estuary Management Plan (FREMP) guidelines for dredging would be applied to coal recovery in this context

� Post spill (and clean up) water and sediment sampling would be

conducted onsite and in adjacent areas to determine the potential effects of the spill and ensure clean-up is completed consistent with the applicable provincial and federal guidelines and regulatory framework

4.4 Lighting Plans

No new mast lighting is anticipated. Direct lighting along the conveyors, barge loader and inside of the unloading shed will be required for safe operations. Any additional lighting required to operate the offloading facility will be consistent with The Occupational Health and Safety Regulation, Part 4, Illumination, and selected, installed and operated with consideration of the following mitigation measures

� Minimizing nighttime activity (to the extent practical)

� Using light on an ‘as and when needed’ basis

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� Directing light toward the ground on working areas

o Reducing the height of lighting to the extent possible o Minimizing the number of lights required through strategic

spacing

� Eliminating upward directed lighting

� Using fittings on lamps to direct and confine the spread of light

� Ensuring lights are in good condition at all times

� To the extent possible given security and safety requirements, using lights with appropriate wavelengths to avoid attraction and disorientation by birds. These will be selected in consultation with the PMV

� Shutting off lights when they are not needed

4.5 Noise Management Plans

4.5.1 Existing Conditions

FSD is an industrial facility operating 24 hours a day 7 days a week. The closest residential properties to the proposed infrastructure at Shed 1 are approximately 520 m to the southeast, and are adjacent to the existing River Road corridor and the South Fraser Perimeter Road (SFPR) (under construction). FSD handles inbound and outgoing cargo including containers, dimensional lumber, logs, steel (steel plate, coil, pipe and wire rod) and dry bulk agricultural products. FSD has an existing rail infrastructure with CN,CP, BNSF and Southern Rail trains moving in and out of the property at all times on a daily basis. Haul trucks move in and out of the site daily.

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Vessels accessing the site and equipment in regular use as part of the operation include:

� BB and Containerized Vessels � Tug boats to assist vessel berthing � Container stackers � Front end loaders � Skid steers � Conveyor systems � Lift Trucks � Off road tractors and trailer assemblies � Container gantry cranes � Hydraulic barge ramp � Pick-ups � Yard locomotives

4.5.2 Operations

4.5.2.1 Train and Vessel Traffic

The proposed terminal operation during the initial phase will include a maximum of one additional train trip every second day, with the second phase a unit train per day in and out of the site. Coal trains will arrive between 00:00 hours and 06:00 hours and depart between 17:00 hours and 22:00 hours. Coal and Agri bulk rail traffic is expected to cross at Robson Road. The Tannery and Elevator Road crossings will be eliminated beginning in 2013 / 2014. The Tannery Road crossing will be replaced with an overpass (eliminating the need for sounding whistles) and the Elevator crossing is going to be eliminated outright. Crossings at Robson Road will occur during unloading and typically between 07:00 and 17:00 hours. Once the Tannery and Elevator Road crossings are eliminated, train whistles associated with the coal and Agri facility will sound at only one crossing. Trains will move at a maximum speed of 3 mph (5 km/h) onsite to minimize noise levels associated with the operation.

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Tug boat traffic supporting the coal terminal will generally be coming in and out of the site at 06:00 to 09:00 hours and 15:00 hours to 17:00 hours. This will also be consistent with existing tug traffic levels at the site. Tugs will travel at a minimal speed in the vicinity of Berth 2 to avoid wash.

4.5.2.2 Unloading facility

The rail car unloading shed and coal conveyor systems will be electric, with anticipated conveyor noise levels of roughly 60 to 65 decibels (dB). This level of noise is in the range of normal conversation at a distance of 3 feet / 0.914 m. The unloading shed will be covered on two of four sides, limiting the travel of noise associated with bottom dumping into the ASHROSS RUMig receiving pits. Front end loaders will primarily be needed to establish and / or maintain stockpiles, which will be onsite only if there is an interruption in the barge loading systems. Stockpiling more than four days at a given time is not anticipated. Front end loaders currently operate on FSD property as needed on a 24 hour and 7 day a week basis, so the addition of one or more front end loaders for periodic stockpile creation and maintenance would not be expected to substantially increase noise levels or result in changes to the timing of noise associated with this type of equipment. The berm surrounding the stockpile will also help mitigate noise / sound travel resulting from activity in this area. Barge loading will be via conveyor with a radial and lufting arm. Given the material is loose, light weight particulate matter with a low drop height, noise associated with barge loading would be limited. System maintenance will be performed on an ongoing basis and will help limit noise levels associated with the operation. System components will be maintained to operate below maximum operating noise levels wherever feasible. Maintenance records will be maintained for review by FSD’s management staff. Noisy mobile equipment supporting the operation will be removed from service wherever practical and replaced with a quitter alternative.

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For the life of the operation, FSD will evaluate noise levels and onsite activities to identify opportunities for using less noisy equipment and / or making changes to day to day operations that may reduce overall noise levels. Weather monitoring conducted at the site (e.g. wind speed and direction) may be helpful in determining when it may be necessary to suspend potentially noisy activities associated with the operation

4.5.3 Public concerns

FSD will promptly respond to community issues of concern. All input from the public will be documented, and the coal facility and operations will be evaluated in the context of specific comments and concerns to identify potential solutions. Resolutions will be communicated to the individual(s) raising concerns about noise levels from the operation. Documentation associated with managing public input will include the following at a minimum:

� Date, time and method by which concern was raised � Details of the concern (e.g. timing, nature and duration of the noise) � Steps taken by FSD to address the concern

5.0 References and Information sources

AHRENS, J. and DJ MORRISEY (2005) BIOLOGICAL EFFECTS OF UNBURNT COAL IN THE MARINE ENVIRONMENT. Oceanography and Marine Biology: An Annual Review, 2005, 43 , 69-122, R. N. Gibson, R. J. A. Atkinson, and J. D. M. Gordon, Editors, Taylor & Francis BC Marine and Pile Driving Contractors Association (2003) Best Management Practices for Pile Driving and Related Operations. Brian Naito (pers comm, 2012). Information on pile driving windows in the Lower Fraser River Calvin, EM and JE Williams (n.d.) A Rail Emission Study: Fugitive Coal Dust Assessment and Mitigation City of Surrey (COSMOS) (accessed 2012). Municipal online GIS system

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Colinet, JF, JP Rider, JM Listak, JA Organiscak, AL Wolfe (2010) Best Practices for Dust Control in Coal Mining Fure, A (2006) Bats and lighting. The London Naturalist, No. 85, 2006 G.D. Stricker and M.S. Ellis (1999) Chapter PQ COAL QUALITY AND GEOCHEMISTRY, POWDER RIVER BASIN, WYOMING AND MONTANA, in U.S. Geological Survey Professional Paper 1625-A GE Power & Water (August 2010) DusTreat*DC9148 Anti-oxidant and Dust Control Agent – CoalPlus* Treatment Program. Fact Sheet GE Power & Water (August 2010) DusTreat*DC6109 Foam Dust Control Agent. Fact Sheet

Gibb, A.; Kelly, H; Schueler T.; Horner, R.; Simmler, J.; Knutson, J. (1999). Best Management Practices Guide for Stormwater. Burnaby, B.C.: Greater Vancouver Sewerage and Drainage District. Gilchrist A, E N Allouche, D Cowan (2003). Prediction and mitigation of construction noise in an urban environment

Guaranaschelli, C (1977) In-transit Control of Coal Dust From Unit Trains. Environmental Protection Service, Fisheries and Environment Canada. Report EPS-4-PR-77-1 Hossfield RJ and R Hatt (n.d.) PRB Coal Desgradation – Causes and Cures Jason Jones and Charles M. Francis (2003) The effects of light characteristics on avian mortality at lighthouses. JOURNAL OF AVIAN BIOLOGY 34: 328–333 http://www.bsc-eoc.org/download/Francis-Jones-light-mortality.pdf Johnson, R. and R.M. Bustin (2006) Coal dust dispersal around a marine coal terminal (1977–1999), British Columbia: The fate of coal dust in the marine environment. International Journal of Coal Geology 68 (2006) 57–69 Longcore T., C. Rich and S.A. Gauthreaux, Jr. (2008) Height, Guy Wires, and Steady-burning Lights Increase Hazard of Communication Towers to Nocturnal Migrants: A Reviewand Meta-analysis. The Auk 125(2):485–492

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FRASER SURREY DOCKS Environmental Offloading track and barge loading for PRB coal Management Plan

September 2012 V4 Page 40

MWLAP (2002). A Field Guide to Fuel Handling, Transportation and Storage.

New Castle Coal Infrastructure Group (2010) Coal Export Terminal. Operation Environmental Management Plan.

OHS Regulation, Guidelines Part 5 (accessed online 2012)

Poot, H., B. J. Ens, H. de Vries, M. A. H. Donners, M. R. Wernand, and J. M. Marquenie. 2008. Green light for nocturnally migrating birds. Ecology and Society 13(2): 47. http://www.ecologyandsociety.org/vol13/iss2/art47/

Port Metro Vancouver (2010) Harbour Operations Manual-Vancouver Fraser Port Authority – updated June 2012 Standard Laboratories Inc. Table V Primary Surrogate Seive Analysis. Spring Creek Mine, 2-Stage Ramsey Mechanical Sampler. April 20, 2012. 1880 North Loop Drive, Casper Wyoming 82601.

Page 41: Preliminary Environmental Management Plan

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FRASER SURREY DOCKS Environmental Offloading track and barge loading for PRB coal Management Plan

September 2012 V4 Page 42

APPENDIX 1: SUMMARY OF ONSITE DRAINAGE FEATURES

Page 43: Preliminary Environmental Management Plan

8971 Beckwith Road Phone 604 279 2093 Richmond, BC V6X 1V4 Fax 604 279 2047

Offices in Richmond, Terrace, Prince George, Kamloops & Calgary Page 1 www.triton-env.com

September 27, 2012 V2 Fraser Surrey Docks 11060 Elevator Road Surrey, BC, Canada V3V 2R7 Attn: Jurgen Franke, Director Engineering and Maintenance

Re: Summary of watercourse assessments conducted in support of the FSD Coal Barge Loading facility in Surrey, BC

1.0 Introduction This letter provides a summary of watercourse assessments conducted on FSD property in the vicinity of Elevator and Robson Road in August 2012 (Figure 1). These assessments were completed in support of the proposed coal offloading facility at FSD, which includes a new section of track that extends south from Shed 1 along the access driveway into the property. This new track may require some encroachment into the riparian habitat of Shadow Brook west of Robson Road and at an upgraded crossing over the green-coded1 watercourse at the Bekaert’s site. Shadow Brook has been classified as red-coded (permanent, fish bearing) by the City of Surrey.

2.0 Methods The two drainages were assessed using Resource Inventory Standards Committee (RISC) fish habitat Site Cards. Field crews identified culvert crossings and the direction of flow in each of the surveyed drainages and generally described the associated riparian zones. The top of bank was also staked in each of these drainages so that it could be surveyed and included in site development plans.

1 Green coded watercourses are non-fish bearing and provide insignificant nutrients and flow downstream

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FSD drainage summary for coal offloading facility September 2012

Offices in Richmond, Terrace, Prince George, Kamloops & Calgary Page 2 www.triton-env.com

3.0 Results and Discussion Shadow Brook had an average channel width of 1.81 m (n=12) and an average wetted width of 1.65 m (n=12). The substrate was largely fines with occasional gravels. Functional large woody debris (LWD), boulder, and cut bank cover were absent from surveyed areas. Riparian cover included Himalayan blackberry (Rubus armeniacus), red alder (Alnus rubra), reed canary grass (Phalaris arundinacea), and horsetail (Equisetum sp.). The green-coded ditch had an average channel width of 2.37 m (n=6) and an average wetted width of 1.7 m (n=6). Like Shadow Brook, the substrate was dominated by fines, and lacked LWD, boulder, and cut bank cover. Instream vegetation included duckweed (Lemna minor), cattail (Typha latifolia), and plantain (Alisma sp.). Riparian species included Himalayan blackberry, evergreen blackberry (Rubus laciantus), reed canary grass, hardhack (Spiraea douglasii), fireweed (Epilobium angustifolium), nightshade(Atropa belladonna), and black cottonwood (Populus trichocarpa).

Table 1. Summary of stream characteristics

ParameterGreen-coded watercourse Shadow Brook

Avg channel width (m) 2.37 1.8

Avg wetted width (m) 1.7 1.65

Avg Bankfull depth (m) 0.59 0.43

Avg res pool depth (m) 0.10 0.22

Avg slope % 1 1

pH 8.11 7.9

temperature 13.1 12.65

bed material Fines (g) Fines (g)

dominant cover Overstream vegetation

Overstream vegetation

Spawning habitat was absent in all surveyed areas, and rearing cover was limited with pools meeting at least one of the minimum size criteria using the provincial Fish Habitat Assessment Procedure2 (residual depth of �0.20 m ) occurring in Shadow Brook only. Functioning LWD (e.g., to create scour pools or hiding cover) was absent, as was

2 Fish Habitat Assessment Procedure (FHAP). NT Johnson and PA Slaney (1996) Watershed Restoration Technical Circular Number 8.

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FSD drainage summary for coal offloading facility September 2012

Offices in Richmond, Terrace, Prince George, Kamloops & Calgary Page 3 www.triton-env.com

boulder/cobble cover. Riparian habitats were fragmented in both drainages and dominated by invasive plant species. None of the surveyed drainages provided critical fish habitat. Additionally, the generally poor condition of the riparian areas associated with abundant invasives and fragmentation (surrounded by roads and or railway track) would limit their suitability for use by listed wildlife species like Pacific water shrew (Sorex bendirii) and red-legged frog (Rana aurora). Listed plant species were not observed in riparian areas, nor were they observed along the railway tracks in the vicinity. Any losses to the riparian habitats in these drainages associated with the new track could be offset onsite as needed with habitat enhancements in the Shadow drainage on FSD property. Sincerely, Karla Graf Project Manager Bach Env. Eng., Dip T RRM Cert Tech, Comm

Page 46: Preliminary Environmental Management Plan

FSD drainage summary for coal offloading facility September 2012

Offices in Richmond, Terrace, Prince George, Kamloops & Calgary Page 4 www.triton-env.com

Photo 1. Shadow Brook west of Robson Road

Photo 2. Shadow Brook, west of Robson Road

Page 47: Preliminary Environmental Management Plan

FSD drainage summary for coal offloading facility September 2012

Offices in Richmond, Terrace, Prince George, Kamloops & Calgary Page 5 www.triton-env.com

Photo 4. Green-coded watercourse, north of access into FSD property

Photo 3. Shadow Brook east of Robson Road adjacent to the railway tracks

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FRASER SURREY DOCKS Environmental Offloading track and barge loading for PRB coal Management Plan

September 2012 V4 Page 43

APPENDIX 2: FRASER SURREY DOCKS DIRECT COAL TRANSFER

FACILITY: AIR DISPERSION MODELLING ASSESSMENT LEVELTON CONSULTANTS LTD – SEPTEMBER 2012

Page 49: Preliminary Environmental Management Plan

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FRASER SURREY DOCKS Environmental Offloading track and barge loading for PRB coal Management Plan

September 2012 V4 Page 44

APPENDIX 3: PROVINCIAL, FEDERAL AND REGIONAL

AIR QUALITY OBJECTIVES

Parameter

BC objective Federal objective Metro Vancouver Objective (�g/m3)

Level A (�g/m3)

Level B (�g/m3)

Level C (�g/m3)

Maximum Desirable(�g/m3)

Maximum Acceptable

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CO - 8 hr max 5,500 11,000 14,300 6,000 15,000 20,000 10,000

SO2 - 1 hr max 450 900 900-1300 450 900 - 450

SO2 - 24 hr max 160 260 360 150 300 800 125

SO2 annual mean 25 50 80 30 60 - 30

NO2 - 1 hr max - - - - 400 1,000 200

NO2 - 24 hr max - - - - 200 300 200

NO2 annual mean - - - 60 100 - 40

PM 24 hr max 150 200 260 - 120 400 -

PM annual mean 60 70 75 60 70 - -

PM10 24 hr max - 50 - - - - 50

PM10 annual mean - - - - - - 20

PM2.5 24 hr max 25 30 25

PM2.5 annual mean 8 8 8

Page 135: Preliminary Environmental Management Plan

FRASER SURREY DOCKS Environmental Offloading track and barge loading for PRB coal Management Plan

September 2012 V4 Page 45

APPENDIX 4: FRASER SURREY DOCKS - COAL TRANSFER FACILITY - FIRE

SAFETY PLAN – RKMS – SEPTEMBER 2012

Page 136: Preliminary Environmental Management Plan

DOCKS Pacific Rim Stevedoring

Coal Transfer Facility

Fire Safety Plan

September 2012 Version

Created by

GROUP 7234 Ladner Trunk Road, Delta BC. V4K 3N3

[email protected] www.rkmsgroup.ca

Office: 604 940 4155 Mobile: 604 908 1812 Gerardo Noriega, CRSP - Robert Sands, Principal - Jason Kirby, Senior Project Manager

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Statement of Principles and Practices

FRASER SURREY DOCKS

OH&S

September 2012 The fundamental objective of FRASER SURREY DOCKS Safety Program is to eliminate or

minimize accidents and injuries which result in suffering and hardship to employees. In order to achieve optimal safety performance, all employees must fulfill their individual

responsibility to work safely for their families, their fellow workers and themselves. Management of FRASER SURREY DOCKS is committed to providing a safe, productive work

environment for all employees. Management is also dedicated to promoting Off-the-Job safety to

assist in a safe work environment. It is the responsibility of Superintendents and Foremen to ensure that their employees are trained in

and follow proper work procedures, in order to obtain optimal output without accidents or

industrial disease. Superintendents are also accountable for ensuring that employees are aware of

and follow policies and regulations. It is the responsibility of every employee to follow safe work procedures and to become familiar

with and observe safety regulations in order to prevent accidents to themselves and their fellow

employees and loss of equipment and property.

Jurgen Franke

Director, Engineering and Maintenance

Jeff Scott

President and CEO

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INTRODUCTION

This Fire Prevention Plan was written as an addition to Fraser Surrey Dock’s Health,

Safety and Environment program for the Temporary Coal Barge Loading Facility.

Therefore, as a fundamental requirement, all employees, contractors, and visitors to

FSD’s Facilities must know and abide by them. This plan is not an operating or a

maintenance manual; however, it should form the underlying foundation for all

procedures. The objective of this plan is:

A. Ensure employee safety

B. Comply with existing laws, regulations and codes

C. Protect FSD’s property In order to achieve the latter, participation and collective efforts of all parties is required

and expected. TEMPORARY COAL BARGE LOADING FACILITY

This coal handling facility occupies five acres within the existing FSD’s property and it is

located along berths 2 and 3. This facility has been designed to make the process of

loading barges with coal more cost effective, fast and efficient. Coal will arrive by train and it will be taken to the coal line’s railcar unloading shed

where it will be unloaded by means of a double out feed conveyor. Coal will then be

fed to a main 60” wide conveyor system to be finally fed into a radial stacker conveyor

which will be putting the coal onto 8000 tonne barges stationed at the dock.

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This radial conveyor will also pivot to dump coal onto an emergency coal yard where

coal will be re-directed to, by means of the radial stacker conveyor, in case of

emergency.

Unloading Shack (side view)

Last section of conveyor and barge 1

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Coal path from unloading area to barge

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GENERAL DUTIES

In compliance with Federal and Provincial Regulations, as well as FRASER SURREY

DOCKS’ OH&S Program, and the Workers Compensation Act. FRASER SURREY DOCKS WILL:

� Adhere to Work Safe BC’s O.H. & S. Regulation as well as any local Government

health and safety regulations.

� Provide the safest possible conditions for employees, sub-contractors and

visitors.

� Ensure that workers, sub-contractors and visitors, are made aware of all known

or reasonably foreseeable health or safety hazards to which they are likely to be

exposed by their work before they engage in any task

� Ensure all employees are properly trained in regards to this Temporary Coal

Barge Loading Facility’s Fire Safety Plan requirements and related equipment

and procedures.

� Ensure all employees abide by this Temporary Coal Barge Loading Facility’s Fire

Safety Plan and related equipment and procedures.

� Monitor the effectiveness of this Temporary Coal Barge Loading Facility’s Fire

Safety Plan and related equipment and procedures.

� Update and revise this Temporary Coal Barge Loading Facility’s Fire Safety Plan

and related equipment and procedures once a year (quarterly recommended) or

as deficiencies become apparent.

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� Understand that safety is everyone’s responsibility, and a team effort must be

made to keep safe work site conditions.

� Perform a fire and evacuation drill at least once a year.

� Provide specialized personal protective equipment to personnel. FSD’s SUPERVISORS WILL

� Ensure the health and safety of all workers under their direct supervision.

� Ensure that workers, sub-contractors and visitors, are made aware of all known

or reasonably foreseeable health or safety hazards to which they are likely to be

exposed by their work before they engage in any task

� Ensure all employees are properly trained in regards to this Temporary Coal

Barge Loading Facility’s Fire Safety Plan requirements and related equipment

and procedures.

� Ensure all employees abide by this Temporary Coal Barge Loading Facility’s Fire

Safety Plan and related equipment and procedures.

� Monitor the effectiveness of this Temporary Coal Barge Loading Facility’s Fire

Safety Plan and related equipment and procedures.

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FSD’s WORKERS WILL

� Take reasonable care to protect their health and safety as well as the health and

safety of other co-workers who may be affected by the worker's acts or omissions

at work.

� Abide by this Temporary Coal Barge Loading Facility’s Fire Safety Plan and

related equipment and procedures.

� Ensure they are properly trained in regards to this Temporary Coal Barge

Loading Facility’s Fire Safety Plan requirements and related equipment and

procedures.

� Use or wear protective equipment, devices and clothing as required by the

regulations, and FRASER SURREY DOCKS’ OH&S

� Report the absence of or defect in any protective equipment, device or clothing,

or the existence of any other hazard, that the worker considers is likely to

endanger the worker or any other person.

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HAZARD IDENTIFICATION

COAL PROPERTIES AND HAZARDS

Coal is a brown to black combustible material made from decayed plant matter that has

been compressed by rock formations over a long period of time. It is found throughout

the world and is the most abundant of the fossil fuels. Coal is classified by its type,

grade and rank. The type of coal depends on the plant materials the coal is made from,

grade is the purity of the coal and rank relates to the geological age of the coal. The

major types of coals, in order of lowest to highest rank, are: Lignite This coal is brown to black in colour and contains the most moisture. While it

has low heat value, there are vast deposits of it throughout the world. Sub-Bituminous This coal is black and contains about 15 to 30% moisture. It ignites

less easily than lignite coal, but burns cleaner. It is used extensively for heating and

electricity generation. Bituminous coal, black coal or western coal, is a relatively soft coal containing a

tarlike substance called bitumen. It is of higher quality than lignite coal but of poorer

quality than anthracite. It was usually formed as a result of high pressure on lignite.

This kind of coal is usually black, sometimes dark brown, often with well-defined bands

of bright and dull material. This is also the type of coal that will be handled at the Fraser

Surrey Docks’ Temporary Coal Loading Facility. Anthracite. This type of black coal is usually found deeper than bituminous coal. Only a

small amount of the world supply of coal is anthracite. It has a very high carbon

concentration and a high heat value. It is hard to ignite. But once burning, it does so

with little smoke. It is used mainly as a domestic fuel.

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EXPOSURE TO COAL DUST

Dust generated by coal will pose a hazard to the health and safety of workers exposed

to it.

WORKSAFE BC has assigned the respirable fraction of coal dust containing less than 5

percent crystalline silica a threshold limit value (TLV) of 0.9 mg/m3 as a TWA for a normal 8-hour workday and a 40-hour workweek.

This limit is based on the risk of pneumoconiosis. Routes of Exposure

Exposure to coal dust can occur through inhalation, ingestion, and eye contact.

Toxicology

Coal dust causes pneumoconiosis, bronchitis and emphysema in exposed workers.

Coal dust causes coal workers' pneumoconiosis (CWP or black lung decease) ,

which is characterized by lesions consisting of a mass of rubbery well defined black

tissue that is often adherent to the chest wall. This is associated with decrements in

ventilatory capacity, low diffusing capacity, abnormalities of gas exchange, low

arterial oxygen tension, pulmonary hypertension, and premature death. The disease

may progress after the cessation of exposure.

Coal dust is also recognized as a cause of chronic bronchitis. Exposure to coal dust

is associated with an increased risk of focal emphysema, which is usually associated

with the presence of pneumoconiosis and centrilobular emphysema, which can

occur in the absence of pneumoconiosis. Workers with rheumatoid arthritis and the

simple coal workers' pneumoconiosis may also have Caplan's Syndrome which

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involves rapidly developing lung damage. ACGIH considers the toxicity of coal dust

with greater than 5 percent silica to be similar to quartz.

Signs And Symptoms Of Exposure

� Acute exposure: Symptoms of inhalation of excessive amounts of coal dust

include coughing, wheezing, and shortness of breath.

� Chronic exposure: Chronic exposure to coal dust may result in symptoms of

bronchitis and emphysema. Exposure Control

Methods that are effective in controlling worker exposures to coal dust, depending on

the feasibility of implementation, and area of the facilities are as follows:

� Process enclosure

� Local exhaust ventilation

� General dilution ventilation

� Personal protective equipment Workplace monitoring

Where a worker is or may be exposed to a hazardous substance, an assessment of the

potential for harmful exposure and monitoring, or sampling, of exposure levels to

airborne contaminants. The program required has 3 major elements: � A walk-through survey

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� Air sampling to assess the potential for overexposure, and

� Workplace monitoring to reliably characterize worker exposure, where workers may

be exposed to an air contaminant at levels greater than 50% of the exposure limit.

Exposure monitoring and assessment must be conducted using occupational

hygiene methods acceptable to the board.

The joint committee should be involved in workplace monitoring, where feasible.

Monitoring worker exposure

FRASER SURREY DOCKS will conduct air sampling when the walk-through survey

reveals that workers may be at risk of overexposure. Normally, FRASER SURREY

DOCKS would select one or more workers for sampling, which should be those workers

who are likely to be the most heavily exposed on a given day (worst case conditions).

Sampling results are then compared with exposure limits in Table of Exposure Limits for

Chemical and Biological Substances

If the assessment conducted reveals that a worker may be exposed to an air

contaminant in excess of 50% of its exposure limit, -or measurement is not possible at

50% of the applicable exposure limit, additional workplace monitoring to reliably

determine worker exposure is required

Acceptable occupational hygiene methods

All elements of an assessment or monitoring program (e.g. hazardous materials survey,

air sampling and bulk sampling) will be conducted using occupational hygiene methods

acceptable to WorkSafeBC.

Exposure Control Plan

According to Worksafe BC, an exposure control plan must be implemented when

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� exposure monitoring indicates that a worker is or may be exposed to an air

contaminant in excess of 50% of its exposure limit

� measurement is not possible at 50% of the applicable exposure limit, or

� otherwise required by Worksafe BC’s Regulation. An exposure control plan is required when any of the following conditions are present:

� The results of exposure monitoring indicate that a worker is or may be exposed to an

air contaminant at levels greater than 50% of its exposure limit.

� Measurement is not possible at 50% of the applicable exposure limit. The levels of most common substances can be measured at the exposure limit. Even

though exposure cannot be precisely measured or determined at 50% of the exposure

limit, there may still be sufficient evidence for a knowledgeable person to reasonably

conclude that there is no probability of exposure to levels greater than 50% of the

exposure limit. In such cases no exposure control plan is required.

5.57

Controlling

Exposure

Where it is not practicable to replace a material

referred to in section 5.57(1) (designated substances)

with a material that reduces the risk Risk identification, assessment and control

The exposure control plan must incorporate risk identification, assessment and control.

When identifying and assessing risk, the requirements for a walk-through survey and

exposure monitoring apply. Continuous monitoring of the work area may also be

required, when necessary, to ensure the continuing safety of workers.

To evaluate compliance with risk identification, assessment and control:

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� determine whether the hazards have been correctly identified

� establish whether the risk assessment is acceptable

� assess the practicability of any proposed control measures, and

� evaluate whether those measures provide an acceptable level of protection to

workers.

The degree of risk will depend on the probability, the extent, and the possible

consequences of exposure (an injury or disease). Some of the factors that FRASER

SURREY DOCKS should consider when performing a risk assessment are outlined in

the table below.

Factors to be considered when performing a risk assessment

General Specific

What is the nature of the

hazard? � what are the body systems involved ?

A. Lungs

� what are the possible effects of exposure ?

A. pneumoconiosis (long term effects) and when

combusting, poisonous effects from gases

What is the nature of the

exposure? � what are the specific substances to which workers may

be exposed?

A. Bituminous Coal / Burning coal

� what are the way(s) in which workers may be exposed

(e.g. spills, during routine tasks or preventative

maintenance)?

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A. Doing regular work around coal, inspections,

maintenance, operating machinery, etc /

evacuation

General Specific

What is the nature of the

exposure?

(Continued)

� what are the specific work methods or procedures

which may result in exposure?

A. Doing regular work around coal, inspections,

maintenance, operating machinery, etc

� who are the workers at risk for exposure ?

process workers, maintenance workers

Are there control

measures in place to

reduce the risk of

exposure?

� are there any engineering controls? (e.g. is the process

enclosed or isolated?)

A. Constant dowsing the coal with sprinklers

� are there administrative controls (e.g. is work scheduled

to minimize time spent in the hazardous area)?

A. Only authorized trained personnel allowed. Any

device that can produce a flame is forbidden in

the facilities

� is personal protective equipment available? (i.e. what

type is available and how is it used?)

A. Yes, half face piece respirators, and escape

scbas

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Health Monitoring

The exposure control plan will incorporate "health monitoring, when required." Health

monitoring may be required explicitly, or as an element of an exposure control plan.

The purpose of health monitoring is to protect workers from developing occupational

disease by detecting biological indicators or adverse health effects at an early stage.

Action can then be taken to prevent, reverse, reduce the severity, or arrest the

progression of the adverse health effect or disease.

Health monitoring should be considered when

� there is reasonable likelihood of a workplace exposure,

� the exposure can potentially cause an occupational disease or adverse health

effect, or

� there is a means of detecting or measuring the disease, adverse health effect or

its precursor or biological indicator.

The results of health monitoring are also useful in evaluating the effectiveness of the

exposure control plan, particularly when it cannot be evaluated by exposure monitoring

alone. This occurs when

� the skin or the gut are significant routes of absorption,

� the skin itself may be affected by contact exposure, or

� exposure control is dependent on the use of personal protective equipment. The skin and gut could be significant routes of exposure if the skin is in direct contact

with a contaminant or if the contaminant is ingested and absorbed into the gut.

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Records concerning health, biological and biological effect monitoring should be kept

and maintained in a form, which is easily linked to job and exposure records, while still

observing the rules of confidentiality.

Health monitoring programs will be reviewed and re-evaluated on a regular basis,

and when

� there is a change in work processes or substance usage,

� there is a significant change in the results of air monitoring, where a significant

change may indicate either that the exposure limit is being exceeded or that

control measures are keeping exposure levels below 50% of the exposure limit,

� signs or symptoms of occupational ill health are reported and investigated, or

� results of biological or biological effect monitoring exceed recommended limits. Annual Review

FRASER SURREY DOCKS will undertake, on an annual basis, the following:

� Evaluation of the control options and work procedures used

� Evaluation of any new technologies and methods that have come onto the market

� Review of first aid reports and any reported health-related symptoms

� Review of documentation for training and education

� Review of the respirator program The annual review will be done in consultation with the joint health and safety

committee, and/or worker health and safety representative, if applicable.

Type Of Controls

If there is a risk to a worker from exposure to a hazardous substance by any route of

exposure, FRASER SURREY DOCKS will eliminate the exposure, or otherwise control

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it below harmful levels and below the applicable exposure limit established under

section 5.48 by

� Substitution

� engineering control

� administrative control

� personal protective equipment When selecting a suitable substitute, FRASER SURREY DOCKS will ensure that the

hazards of the substitute are known, and that the risk to workers is reduced by its use.

The use of personal protective equipment as the primary means to control exposure is

permitted only when

� substitution, or engineering or administrative controls are not practicable

� additional protection is required because engineering or administrative controls

are insufficient to reduce exposure below the applicable exposure limits

� the exposure results from temporary or emergency conditions only

It is required that, when selecting a substitute, FRASER SURREY DOCKS will ensure

that the hazards of a substitute are known and that the risk to workers is reduced by its

use. Factors that should be considered in selecting a suitable substitute include:

� The exposure limit

� Route(s) of exposure

� Acute and chronic effects

� Warning properties

� Flammability or other hazards

� Work procedures

� Training and supervision required

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Personal Hygiene Procedures

If coal dust contacts the skin, workers should wash the affected areas with soap and

water. Clothing contaminated with coal dust should be removed immediately, and provisions

should be made for the safe removal of the chemical from the clothing. Persons

laundering the clothes should be informed of the hazardous properties of coal dust. A worker who handles coal dust should thoroughly wash hands, forearms, and face with

soap and water before eating, using tobacco products, using toilet facilities, applying

cosmetics, or taking medication. Workers should not eat, drink, use tobacco products, apply cosmetics, or take

medication in areas where coal dust handled, processed, or stored. Personal Protective Equipment

All personnel in the facility must wear the following Personal Protective Equipment

during regular operations.

� CSA Approved Hardhat

� CSA Approved Glasses with side shields

� CSA Approved steel toed boots

� Work gloves

� Hi Visibility Flame Resistant (FR) level 3 clothing as a minimum.

� Air purifying particle filtering respirator (p100 filters) (According to 8.32 from

WorksafeBC’s OH&S Regulation)

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Emergency Escape Respirator

In the unlikely event of a fire, SCBAs or escape SCBA will be worn by personnel during

evacuation (WorksafeBC’s 8.36). It is recommended to have sufficient SCBA's located

throughout the facility to be available for all workers in the unlikely event of a fire.

Workers wearing escape SCBA Note: It is recommended that compressed air that is used to supply supplied air

respirators meet the breathing air purity requirements of CSA Standard Z180. 1-00.

When an oil-lubricated compressor is used to supply breathing air, a continuous carbon

monoxide monitor/alarm should be provided

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Fit Tests

WorkSafeBC’s OH&S Regulation 8.40 specifies that a respirator which requires an

effective seal with the face for proper functioning must not be issued to a worker unless

a fit test demonstrates that the face piece forms an effective seal with the wearer's face.

Fit tests must be performed in accordance with procedures in CSA Standard CAN/CSA-

Z94.4-02, Selection, Use, and Care of Respirators. Fit tests must be done

� before initial use of a respirator,

� at least once a year,

� whenever there is a change in respirator facepiece, including the brand, model,

and size, and

� whenever changes to the user's physical condition could affect the respirator fit.

� Other personal protective equipment that is to be worn at the same time as a

respirator and which could interfere with the respirator fit must be worn during a

fit test. Refer to FRASER SURREY DOCK’S OH&S Respiratory Program for more information.

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EDUCATION AND TRAINING

In compliance with the provide to the employer's workers the information, instruction,

training and supervision necessary to ensure the health and safety of those workers in

carrying out their work and to ensure the health and safety of other workers at the

workplace Workers and supervisors involved in the facility’s operations will be educated and

instructed in the health hazards associated with coal and coal dust, and will be trained

in the control measures, including the safe use, limitations and maintenance of the

respiratory protection used. COAL DUST AT THE FACILITIES

Coal will generally be transported in loose lumps of varying sizes. Sometimes, this will

include dust but at other times, the coal is pre-screened to a certain size. The volumes

of material being handled when offloading will range between hundreds and thousands

of tonnes per hour. Every time a transfer occurs, there will be a potential to break the

lumps and dust may be produced at this point if not properly mitigated.

Once the coal is stockpiled at the barge or emergency stockpile, it may still be a

problem. Even if it arrives wet, movement of wind across the stockpile can evaporate

the moisture and dust may be lifted. Any vehicles or heavy machinery driving over

crushed coal will also raise dust. All of these sources of dust require special

consideration and different solutions are required.

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Dust Sources

When handling coal, there are a number of sources of dust, and all need to be

addressed to arrive at an environmentally sensitive and professional operation. For an

unloading operation these sources are:

1. Transfer from train to onward transport (conveyor)

2. Conveying transfer points

3. Open belt conveying at height

4. Drop from conveyor to stockpile (on barge or emergency)

5. Time spent as a stockpile

6. Vehicle / heavy machinery movements around stockpile

Methods Of Dust Control

Clearly, there is not going to be one ‘silver bullet’ that is going to solve all of these

problems. There are, however, different techniques available that, when combined, form

a powerful armoury for eliminating the problems.

Fogging

Use: reception hoppers; conveyor transfer points, stockpile building (emergency and

barge), wagon unloading.

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An effective technique to control dust is to use a fogging system to remove dust from

the air.

Fogging works by releasing very small droplets of water into the air. Airborne dust

particles adhere to the water droplet and agglomerate. Once several have

agglomerated together they become heavy enough to fall out of the air. The water droplet size is very important. If the droplet is too large, about 50 microns

plus, the dust particle will bounce off the water droplet surface tension and remain

airborne. To achieve a useful dust suppression effect, the droplets need to have a mean

diameter in the region of 10 to 15 microns, which is a similar size and mass to the

respirable dust particles. If the fog is generated in the right way, by using pressurised water, the energy required

can be very low – between 2 to 3kW for a system requiring hundreds of nozzles, e.g. a

large stockpile radial conveyor – giving considerable operating cost savings when

compared to other techniques.

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Typical Fogging Nozzle Catch Basins will be attached to the conveyor and areas near the stockpile to receive

residual liquids that drip from the coal after being doused.

Refer to the Fraser Surrey Docks Environmental Policy to learn how these fluids will be

treated before they are released to the drainage system. Stockpile design

If a stockpile is to remain in position for some time, it is important to pay attention to the

shape of the pile. Some shapes, whilst being easier to build, leave an edge that can be

dried quickly by the wind. This edge then allows the wind to lift dust and all of the

benefits arising from the other techniques used are instantly lost.

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Conveyor covers

Use: transfer conveyors

When material is being conveyed from one point to another, cross-winds over the

conveyor can cause dust to be lifted. This is especially dangerous for vehicles passing

underneath the conveyors. It is therefore essential to ensure that most part of the

conveyors are covered or guarded. This can be done simply with covers fitted over the

conveyor belt.

For the radial conveyor, as the belt is lifted at the moving discharge point, the top of the

conveyor cannot be covered as easily, so wind boards/fencing should be fitted to keep

wind off the belt, or maintain the coal dust inside. Telescopic chute

Use: Dumping end of radial conveyor

Ensures that material particles are kept in mass flow form and at low velocity throughout

the extended length of the chute. This minimizes the liberation of dust particles and

greatly reduces the generation of fugitive dust.

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Telescopic chute being used on a barge Sprinklers

Use: emergency stockpile

Once stockpiled, water can be sprayed on the stockpiles to keep them damped down.

Sprinklers should be used with caution, however, as the volume of water required can

be significant, causing drainage and run-off treatment problems. Irrigation systems can

be used to control dust on outdoor stockpiles, but when the stockpiles are excavated,

dust will arise as the drier material in the pile is exposed and moved around. The

sprinkler droplet sizes are often in excess of 100 microns, which is too large to suppress

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airborne dust, and it is quite common to observe dust rising from the ground where the

sprinkler water lands, thus exacerbating the problem. An irrigation system uses a lot

more water than a fogging system – typically 10 times the amount – and is much less

effective when materials are being moved around. Sprinklers should be used as a last

line of defence and with considerable planning and forethought. Portable Self Contained Dust Suppression System

Use: Coal Barges

Can be positioned in proximity to a coal barge to dowse the stockpiles as coal is being

dumped. Will provide enough coverage to control the dust on all of the barge’s surface

(approx. 27,000 sq ft). A more practical approach to having to custom build a custom

sprinkler system that can be deployed every time a barge is loaded, and retrieved, once

the operation is completed and the barge is ready to leave the dock.

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Environmentally Safe Surfactant Agents

Use: stockpiles

To reduce the amount of water used with sprinklers, it is possible to add chemicals that

improve the penetration and wetting effect of the water.

The proper use and application of surfactants can halve the number of times that a

surface has to be treated. There are a number of ways they can be applied:

1. As an additive to a sprinkler system

2. Application from a pumped hose and mobile bowser

3. Sprinkling as dry granules. The third option uses granules that are hygroscopic. These draw in moisture from the

air to create the damping effect and can eliminate the need for a network of sprinklers.

The agents used in the facility must be bio-degradable and do not contaminate soils,

streams, vegetation etc. Wind Fencing

Use of wind fencing to protect adjoining properties. A windbreak slows the wind in one

place by deflecting it to another. The best windbreaks produce a zone behind the

windbreak which will have wind of about a quarter of the speed.

Well-designed windbreaks typically reduce fugitive dust to less than one eighth of the

unprotected situation. Wind fencing will be used where there is a potential for fugitive coal dust to be blown

over to adjoining properties.

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Personnel and Vehicle Protection From Falling Debris

Guards / Mesh will be installed in the higher areas of the conveyor belt where there is a

potential for coal dust and fragments to fall onto personnel, vehicles or machinery.

Use of Wind Fence

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COAL FIRE HAZARD

The risk from fire exists anywhere significant amounts of coal are in transportation or

storage. Coal in any form, is a combustible material, making it susceptible to a variety

of ignition scenarios, and it should be treated with care. Bituminous Coal ignition

temperature is 454 degrees Celsius. Coal handling facilities typically suffer from fire risks due to two sources of ignition that

need to be considered. The first is coal itself (self-ignition); the second is the conveyor

belt used in the transport of coal (hot burning coal, over-heating due to damaged

bearings, roller, belt slip etc.). Environmental Impact Of Coal

There are environmental issues caused by both, coal falling into natural water streams

and burning coal. The trace elements contained in coal (and others formed during

combustion) are a large group of diverse pollutants and can potentially cause a number

of health and environmental effects.

Refer to the Environmental Plan to learn more about these issues and how to control

them. General Fire Prevention Policy

Open Flame Policy

Personnel in the facility will not:

� Light or build a fire in the facilities, or

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� Weld, cut by the use of heat or flame, or use a blowtorch in the facilities without

the written permission of the facilities Superintendent.

� Permission will be given in the form of a hot work permit, provided that a safe

work procedure has been submitted, and all fire hazards have been controlled. Prohibited Articles

When in the facilities, all personnel are forbidden to have in their possession:

� A match or any other apparatus of any kind for creating an open flame or spark

except as it exists in a flame safety lamp, or

� Cigarettes, cigars, or smoking materials in any form. Fire Hazard Areas Identification

All Fire hazard areas will be identified by warning signs, and personnel will not smoke,

use open flame lamps, matches, or other means of producing heat or fire in designated

fire hazard areas. As soon as a fire is detected, the situation will be immediately addressed as per FSD’s

Emergency Response Plan. Self Ignition

One of the most frequent and serious causes of coal fires is spontaneous combustion,

which has been responsible for a number of incidents in the past. Spontaneous

combustion fires usually begin as "hot spots" deep within the reserve of coal. The hot

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spots appear when coal absorbs oxygen from the air. Heat generated by the oxidation

then initiated the fire. Such fires can be very stubborn to extinguish because of the amount of coal involved

(often hundreds of tons) and the difficulty of getting to the seat of the problem.

Moreover, coal in either the smoldering of

flaming stage may produce copious amounts of methane and carbon monoxide gases.

In addition to their toxicity, these gases are highly explosive in certain concentrations,

and can further complicate efforts to fight this type of coal fire. Areas in which a self ignited fire could start are the train coal wagons, unloading shed,

emergency pile stock yard and the receiving barge. Spontaneous Combustion Prevention

Housekeeping and dust control is also essential to prevent coal fires. Floating dust

either in the air or settled on beams, pipes, etc , provides fuel for ignition.

A wet dust suppression will be dozing the coal by means of sprinklers at the coal

unloading shed, along the conveyor system, at the emergency coal stockpile, and the

barge. Sprinklers location, distribution and height, will be such that it will allow for 100%

coverage. Spontaneous Combustion Detection

Carbon Monoxide Detection

A proactive approach to fire prevention focuses not so much on detecting smoke, which

indicates fire, but rather on monitoring CO and upward trends, which indicates the

potential for fire. Thus, an integrated CO monitoring system can warn of a potential fire

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up to two days before a flame is present. The Industry has deemed the most efficient

way to find out whether there is a fire in the making.

CO detectors may as required be installed in the cart unloading shed, conveyor system

and stockpile yard, and the location and distribution will be such that will allow for 100%

coverage.

Infrared (IR) scanning

This can be effective in detecting hot spots.

Periodic monitoring of a pile using an IR

thermographic camera to scan the inside or

outside such enclosures is a common practice.

Such a scan can pinpoint hot spots precisely.

This can be helpful, but should not preclude CO

monitoring. Manual Scanning

A competent worker may as required be

designated to inspect for hot spots idling railcars

with an IR sensor as they wait to be unloaded Conveyor Fires

Coal handling facilities, regularly report fires on their conveyor systems. Investigations

have proven that in the majority of events, the cause of the fire was NOT from already

ignited material being loaded onto and transported by the conveyor (as many may have

originally believed) but due to friction between belt support roller bearings and material

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that had spilled from the conveyor belt , like an undetected overheat condition which

was allowed to progress to a combustion stage. Fire represents one of the most severe hazards in coal handling facilities. The heat and

combustion products liberated are away from the fire, eventually contaminating areas of

a facility far removed from the fire. The ventilation airflow produced as coal is

transported by the conveyor, serves to dilute the combustion products, thus lowering

their concentration. The higher the airflow, the greater the dilution. Combustion products

also spread more rapidly at higher air velocities than at lower air velocities. These

effects are somewhat obvious. The effects that the airflow has on the growth and

burning characteristics of the fire are not so obvious. For many fires that develop within

conveyor belt entries, it is found that coal heats to the point of flaming because of

frictional overheating in the belt drive area or near idlers along the belt structure. When

the conveyor belt is stopped, the coal fire then spreads to the conveyor belting, and if

the conveyor belt has poor flame-resistant properties, the flame will begin to propagate

along the exposed surfaces of the conveyor belt. As the surface area of the burning

conveyor belt increases, so does the total fire intensity, along with increases in the

levels of smoke and CO that are produced. Typical fires in belt entries develop in three

distinct stages:

1. Early smoldering stages of coal heated, due to overheated equipment or friction,

to the point of flaming;

2. Early flaming stages of a small coal fire, which ignites a stationary conveyor belt;

3. Combined coal and conveyor belt fire, which increases in intensity to the point of

sustained belt flame spread.

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The time it takes for the fire to develop through these various stages depends upon

many factors.

The duration of the smoldering stage depends upon the temperatures of the overheated

equipment, the quantity of coal involved, and the proximity of the source of heating to

the exposed surfaces of the coal pile.

The size of the coal (dust or lumps, or a mixture of the two) also has an effect. This

stage of development may take minutes or hours before the coal begins to flame.

During this stage, CO and smoke are produced, with the quantities produced depending

upon the size of the coal, the mass of the coal, the temperature of the coal mass

involved, and other factors.

Once ignited, the coal fire intensity begins to increase. The rate of increase depends

upon the air velocity and the surface area of coal available for burning.

Subsequent ignition of the conveyor belt depends upon the proximity of the belt to the

coal fire, the thermal characteristics of the belt material, and the air velocity.

Once the belt ignites, usually near the lateral edges of the belt, the flame will begin to

spread over the surface of the belt in the vicinity of the source coal fire. The rate of

spread, locally, depends upon the air velocity and the flame-spread characteristics of

the belt material. If the belt material has poor flame-resistant properties (it propagates flame easily), the

combined local coal and belt fire will attain sufficient intensity so that the flame begins to

spread away from the original ignition area along the exposed surfaces of the belt and

in the direction of the airflow. If the belt has good flame-resistant properties (it is difficult

to propagate flame), local burning will occur only in the vicinity of the coal fire, with no

propagation of the flame along the belt surfaces. For a conveyor belt with poor flame-resistant properties, the time it takes for the fire to

begin to propagate downstream, away from the ignition area, depends upon the air

velocity and the flame-spread characteristics of the belt material. In general, if the fire

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reaches a size sufficient to begin flame spread down the belt, the effectiveness of

control and extinguishment procedures diminishes rapidly. In addition, the levels of

smoke and CO produced begin to approach dangerous levels, and lethal levels may

subsequently result during the propagation stage. Conveyor Belt Safety

The conveyor used at the facilities will be in compliance with WorksafeBC’s OH&S

Regulation, Parts 12.22, 12.23 and 12.25. It will also the requirements of ANSI Standard

ANSI/ASME B20.1-1993, Safety Standards for Conveyors and Related Equipment.

Also, according to BC’s Mines Act Section 4.4.16 Personnel shall not ride on a conveyor

belt or cross a conveyor belt except at an established foot bridge not less than 500 mm

in width equipped with guardrails.

And every conveyor way will be provided with a walkway or other acceptable access for

maintenance and inspection purposes. Notification System

A notification system based on strobe lights, alarms and radio communication will be

established in the facility.

Strobe lights and alarms will be located at strategic areas of the facility will let personnel

know a fire emergency is taking place.

Also refer to FSD’s Emergency Response Program

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Prevention of Conveyor Fires

For fires in belt entries, all evacuation and control procedures must be carried out prior

to the onset of belt flame spread. Also, measures will be taken to reduce or eliminate

the possibility of the occurrence of belt fires.

1. Diligent housekeeping procedures to eliminate coal spillage in a belt drive-belt

take-up area will reduce the potential for the source coal fire to develop. This will

involve the installation of mist nozzles along the conveyor and hoppers. Also,

Routine clean-up activity will form part of the facilities operating procedures, in

addition to the maintenance program.

Dust and spillage built up around rollers and bearings will be removed to prevent

ignition from stalled hot rollers (see next point).

2. Maintaining slippage switches to reduce the occurrence of frictional heating also

reduces the potential for development of the fire. Several conveyor belt fires have

been caused by belt slippage. To prevent conveyor belt fires, a belt slippage

detection system should be provided to stop the conveyor drive automatically

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when belt slippage occurs.

Most conveyor slip switches are

designed to operate on one of three

principles; magnetism, centrifugal

force, or photo-electricity. Today, a

common choice for underground use

is a system utilizing a slip switch

proximity sensor. These units work

by detecting interruptions of a

magnetic field by targets installed on

a rotating shaft or roller. Slippage is detected by a change in the speed of

rotation of the shaft or roller. In addition, a new technology that uses a computer

generated signal to monitor motor current and voltage to detect a slow down in

the belt is available.

Regardless of the type of detection system used, the systems will be checked at

least once per shift. 3. Along the belt entry, continuous vigilance for overheated rollers, which can serve

as the initiator for the fire, is beneficial. A daily inspection program will be put in

place to ensure that all parts of the conveyor are in good condition, and to keep

the support roller bearings lubricated. Temperature of each section will be taken

using a laser thermometer and recorded for record keeping and trends. 4. Use of belt materials that have superior fire-resistance characteristics will reduce

the possibility of belt flame spread.

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5. Use of a Fire Detection system that is flexible, durable and serviceable while

providing fast response and remaining stable in the harsh ambient conditions.

The occurrence of any fire at any stage of development represents a potential

hazard to all facilities’ personnel.

If, and when, a fire develops, the detection of that fire at the earliest possible

moment is paramount to secure the safety of employees and to extinguish the

fire.

Detection of any developing fire prior to open flaming is the objective. If the

duration of this stage of development is long (several minutes to an hour, or

longer) and a sufficient mass of coal (or other combustible) is involved, the

probability of detecting the fire during this stage will be high. However, a small

flaming coal fire may result from an intense smoldering stage that may last only a

few minutes and may initially involve a small mass of coal. For this situation, the

probability of detecting the fire in its smoldering stage is reduced. In general, a

flaming coal fire follows the smoldering stage of development, During this flaming

stage, the fire may grow in intensity until, eventually, the conveyor belting is

ignited. The probability of detecting a fire in this stage of development depends

upon how fast the fire grows and at what fire size belt ignition is achieved. The

slower the growth rate of the flaming coal fire, the higher the probability that it

can be detected prior to belt ignition. It is imperative that the relative times for

transition of the fire from one stage to the next, along with the levels of CO and

smoke produced during each stage, be quantified as accurately as possible.

Linear heat detection (Thermal Detection) that is not fixed temperature - but

can average heat build-up and is temperature adjustable is best suited for

conveyor applications. The ability to average temperatures provides good

performance for moving fires and detection of large open

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areas. Adjustable capabilities are needed to optimize the sensing temperature

given the varying conditions of each specific hazard and seasonal climatic

changes.

Infrared Detection will be used to enhance detection in unloading area, transfer

areas stockpiles, and conveyor.

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Infrared detector showing conveyor fire Sprinklers activated after

detection IR Detector Location

The infrared detector should be mounted at the loading end of each conveyor such

that when detecting a fire the belt will be stopped before the conveyor can discharge

the fire onto another belt or stockpile. The Infra-red Detector will be configured to automatically stop the conveyor and

raise an alarm.

At this stage the water spray shall be initiated

� Automatically by the IR Detector.

� Manually, after an operator has observed the belt.

� Automatically after a time delay, if not overridden by the operator

� Automatically by LHD detection.

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Location of Sensor

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FIRE SUPRESSION

Automated extinguishment systems that are activated in the early stages of fire

development can reduce the potential for flame spread. For optimum results these

piped installations will be combined with the dust control misting/sprinkler systems

(hybrid system). These systems will shift from dust control / house keeping mode to

a fire suppression mode automatically or manually when activated by workers and

thus activated to deliver an extinguishing agent in the event of fire.

The distribution of the sprinklers and the distance between them will be such that full

and efficient coverage will be obtained.

Switches for manual operation of the fire suppression system will be strategically

distributed at the plant, and they will be conspicuous.

Fire Extinguishing Agents

Water alone is not recommended to supress a coal fire because the surface tension

of water does not allow it to penetrate deep below the coal’s surface and reach the

fire unless large quantities are injected.

The following table shows a typical fire extinguishing agents that are available.

Wetting Agents

Wetting agents allow water to penetrate Class A material by reducing the surface

tension of the water. They extinguish by cooling. (Used for dust control)

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Foams

Foams contain a wetting agent that acts as the carrier of the foam. The primary

function of foams is to blanket the fuel’s surface, thereby reducing the oxygen

supply. Foams are not very effective on coal fires due to the length of time it takes to

smother a coal fire and the need to keep the foam blanket in place. Mechanical foams also tend to break down and dissipate before the fire is

completely out. Class A fires cannot be effectively extinguished with foams. Foams that pass UL Fire

Performance Criteria are Class B. Foams that do not pass the test are classified as Class A and do not meet any

usage criteria other than the manufacturer’s own recommendations. Micelle-Encapsulating Agents

These agents, when used with water, are the preferred extinguishing media for coal

fires and for flammable liquids fires (Class A and B fires). These agents have the following three suppression mechanics:

� Micelle formation. On Class B fires, the agents encapsulate both the liquid

and vapor phase molecules of the fuel and immediately render them non-

flammable.

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� Surface tension reduction. The agents reduce the surface tension of water by

58% providing up to a 1,000% increase in the wetted area, compared with

using water alone.

� Free radical interruption. The agents interrupt the free radical chain reaction

of the fire tetrahedron. Other Agents

Gases such as CO2 and Nitrogen have been tried as fire-suppression agents but have

not proven effective. Reasons include their poor cooling capacity and their general

inability to maintain proper concentration levels in bunkers and silos. These agents require extended use for hours or even days, depending on the quantity

of the coal burning and the complexity of the fire. Fire Department

The use of a hybrid sprinkler system might not be enough to completely supress the fire

According to FSD’s Emergency Response Plan, the Surrey Fire Department will be

summoned to assist in supressing the fire. When members of SFD arrive on site, all personnel must have evacuated to a

mustering area, except for designated workers which will be waiting for the Fire

Department at a safe access point and will assist them with knowledge of the facilities. IMPORTANT: Workers from FSD will NOT engage in firefighting activities, or other tasks they have not been trained for.

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A three-step approach to supress coal fires is recommended

1. Development of an action plan. This step entails initial investigation of the suspected

fire, performance of a thermographic survey, mapping the fire within the bunker or silo,

and suspending coal-feeding operations to the affected area.

A typical thermal image of a coal fire 2. Preparation of the area. After the action plan has been developed, the next step is to

prepare the area for firefighting operations by neutralizing dusting in the immediate

area, ventilating the area, and staging equipment and personnel to prepare to attack the

fire. 3. Extinguish the fire. After all preparations have been made, firefighting can begin.

Monitoring the fire at this stage is key to the effort’s success. Recommended Methods for Extinguishing Coal Fires

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Using a fire hose to stream water through the top of a bunker or silo is not

recommended. Nor is using a stream to “drill” into the coal in an attempt

to reach the fire.

This technique most likely will stir up the coal and dust and result in a

flash explosion. A secondary explosion can also occur as the heat ignites float dust

in the air.

An industry accepted, and most preferred method of extinguishing a fire is to get the

agent directly to the origin of the fire. To do this, the location of the fire within the pile

must be known (a thermal image will make this spot easier to find). The main tool used to deliver an agent directly to a hot spot is a piercing rod. These are

designed to pierce the surface of the coal and be manually maneuvered to the hot spot.

The benefit of piercing rods is that they can be used to render inert the inside of the

stockpile atmosphere by spraying the sides and surface of the coal with agent prior to

storing it. It must be considered that the longer the rod, the harder it is to maneuver it inside the

enclosure. Rods are generally made of stainless steel and come in several diameters

(0.75 inches, 1.25 inches, and 1.5 inches). The tip of the rod is perforated and cone-

shaped, which allows it to be easily inserted deep into the coal and used at any angle.

The rod can be inserted through the top or the sides of the enclosure if access ports

have been preinstalled.

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Trained workers using a piercing rod in a stockpile’s hot spot

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Detail of the tip of a piercing rod

Fire Hydrants

FRASER SURREY DOCKS will ensure that enough fire hydrants be located in proximity

to the intake side of conveyor loading and

transfer points, main junctions, and electrical substations.

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CONVEYOR SYSTEM CHECKLIST Conveyors are useful for moving things around the workplace. However, moving machinery can cause serious injuries. This Conveyor System Safety Checklist provides a minimum checklist for ensuring safe conveyor belt operation. If any of the checklist boxes are marked with a NO, the employer must correct the deficiency immediately.

CHECKLIST COMPLETION DATE

YYYY / MMM / DD

NEXT SCHEDULED REVIEW DATE YYYY / MMM / DD

COMPANY INFORMATION

Name Branch or Location

Address Identification Number

PERSONNEL INFORMATION (PERSON COMPLETING CHECKLIST)

Name Position Contact Number

CONVEYOR SYSTEM SAFETY CHECKLIST TRAINING Have operators received training, supervision and information about:

• the correct method of starting and stopping the conveyor system?

Yes

No

• the hazards of the conveyor system in its normal operations?

Yes

No

• the hazards of being inattentive or not following safe work procedures?

Yes

No

• the purpose of guards?

Yes

No

STARTING THE CONVEYOR Before the conveyor system is started up, do you inspect to ensure that:

• nobody is working on the conveyor system?

Yes

No

• access platforms are clear?

Yes

No

• guards are fitted?

Yes

No

• emergency stop switches are working and clearly marked?

Yes

No

• lanyards are fitted and working?

Yes

No

• lights are working and clean?

Yes

No

• start-up warning lights and signs are clearly visible?

Yes

No

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CONVEYOR SYSTEM SAFETY CHECKLIST (CONTINUED)

STARTING THE CONVEYOR (CONTINUED) Before the conveyor system is started up, do you inspect to ensure that:

• start-up warning horns, bells or claxons are clearly audible? Yes No

• the area around the conveyor is clean? Yes No

SAFE OPERATING PROCEDURES

Are all stop/start controls and emergency stop switches clearly marked?

Yes No

Are workers aware of the locations of these controls and switches? Yes No

Are these controls within easy reach for workers? Yes No

Is the conveyor locked out or isolated before maintenance or clearing out are started? Yes No

Do operators wear appropriate, close-fitting clothing at all times? Yes No

Do operators keep hair controlled under caps at all times? Yes No

GUARDS

Are guards in place to prevent access to all dangerous areas while Yes No the conveyor system is in operation? Are guards either permanently or securely fixed to ensure they cannot be altered or detached without the aid of a tool or key? If a fixed barrier is not practicable, and access to dangerous areas is required during operation, is an interlocked physical barrier

Yes No Yes No

Are nip points guarded? Yes No

Are emergency stop devices in working condition? Yes No

Are emergency stop devices checked on a regular basis? Yes No

THE MOVING CONVEYOR SYSTEM Do workers know: • they must not walk under the moving conveyor system, unless it is guarded, to prevent spillage and/or entrapment by moving parts? • they must not clean belts, pulleys, drums or troughs while the conveyor system is moving?

Yes No Yes No

• they must not ride on or cross over the conveyor system? Yes No

• they must not carry out repairs or maintenance on the conveyor system while it is moving? Yes No

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Summary of NFPA Inspection, Test & Maintenance Requirements / Schedule

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Annual: Item

Activity

Standard

Table Paragraph

System shall be thoroughly Inspected. Inspect NFPA 2001 - 7.1.1

Examine system hoses for damage.

Inspect

NFPA 2001

- 7.3

Hazard enclosure inspection unless a documented administrative control program exists that addresses

Inspect

NFPA 2001

- 7.4, 7.5.3

System alarm, detection and release controls

Test

NFPA 72

- Table 14.4.5

Five Years:

Item

Activity

Standard

Table Paragraph

System hoses

Test

NFPA 2001

- 7.3.2.1, 7.3.2.2

Cylinders in Continuous Operation Without Discharging

Inspect

NFPA 2001

- 7.2.2

Clean Agent Systems

Semi-Annual:

Item Activity Standard Table Paragraph

Agent quantity and pressure of refillable containers shall be checked. Inspect NFPA 2001 - 7.1.3

Factory charged, non-refillable containers shall have the agent quantity checked. Inspect NFPA 2001 - 7.1.5

.

the last test and inspection. Cylinders shall not be recharged without retesting if more than 5 years have elapsed since the date of Test NFPA 2001 - 7.2.1

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Any time:

Halocarbon Clean Agent Cylinders that show more than 5% net loss in agent weight or loss in pressure (adjusted for temperature) of more than 10% shall be refilled or replaced. Inert gas clean agent cylinders containing agent under pressure (not liquefied) showing a loss in pressure (adjusted for temperature) of more than 5% shall be refilled or replaced. Any penetrations made in the enclosure protected by a clean agent system shall be sealed immediately. Based on NFPA 2001, 2012 Edition

Inspect NFPA 2001 - 7.1.3.1 Inspect NFPA 2001 - 7.1.3.2 Inspect NFPA 2001 - 7.5.3

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Daily:

Fire Alarm Item Activity Standard Table Paragraph

Power Supply – public emergency alarm reporting Test NFPA 72 14.4.5 Table 14.4.2.2 systems-wired system-voltage test No. 7d

Weekly:

Item Activity Standard Table Paragraph

Control Equipment: fire alarm systems unmonitored for alarm, supervisory and trouble signals (fuses, interfaced equipment, lamps and LEDs and Primary (main) power supply)

Inspect NFPA 72 14.3.1

Fire Alarm Control Unit trouble signals Inspect NFPA 72 14.3.1

Engine-driven generator – public emergency alarm Test NFPA 72 14.4.5 reporting systems

Monthly:

Item Activity Standard Table Paragraph

Lead Acid Batteries Inspect NFPA 72 14.3.1 Table 14.4.2.2 No. 5

Primary (dry cell) Batteries Inspect NFPA 72 14.3.1 Table 14.4.2.2 No. 5

Engine Driven Generator-Central Station Facilities and Fire Alarm Systems Batteries-Central Station Facilities-Lead Acid type- 30 Minute Discharge Test Batteries-Central Station Facilities-Lead Acid type- Load Voltage Test Batteries-Central Station Facilities-Sealed Lead Acid type- Charger Test Batteries-Central Station Facilities-Sealed Lead Acid type- 30 Minute Discharge Test Batteries-Central Station Facilities-Sealed Lead Acid type- Load Voltage Test Batteries-Fire Alarm Systems-Primary (dry cell) type- Age Test Supervising Station Fire Alarm Systems-Receivers (DACR, DARR, McCulloh, Two-way RF multiplex, RASSR, RARSR, Private Microwave)

Test NFPA 72 14.4.5 Table 14.4.2.2 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6b Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6d Test NFPA 72 14.4.5 Table 14.4.2.2

5 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6d Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6a Test NFPA 72 14.4.5 Table 14.4.2.2

No. 19

Single- and Multiple-station smoke alarms Inspect/Test NFPA 72 14.4.5 14.4.6

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Quarterly Inspection, Test & Maintenance Requirements

Item Activity Standard Table Paragraph

Batteries-Central Station Facilities-Sealed Lead Acid type- Charger Test Power Supply-Public Fire Alarm Reporting Systems-Lead Acid type batteries-2 Hour Discharge Test Power Supply-Public Fire Alarm Reporting Systems-Lead Acid type batteries-Load Voltage Test Power Supply-Public Fire Alarm Reporting Systems-Nickel Cadmium type batteries-Load Voltage Test Power Supply-Public Fire Alarm Reporting Systems-Sealed Lead Acid type batteries-Load Voltage Test Supervisory Signal Devices (Pressure Supervisory; Water level; Water temperature, Room temperature indicating devices and Other suppression system supervisory initiating devices.)

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6d

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5

Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6b Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6c Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6b Test NFPA 72 14.4.5 Table 14.4.2.2

No. 14

Semi-Annual:

Item Activity Standard Table Paragraph

Batteries-Nickel Cadmium Inspect NFPA 72 14.3.1 Table 14.4.2.2 No. 5

Batteries-Sealed Lead Acid Inspect NFPA 72 14.3.1 Table 14.4.2.2 No. 5

Transient Suppressors Inspect NFPA 72 14.3.1 Table 14.4.2.2

Fire Alarm Control Unit Trouble Signals Inspect NFPA 72 14.3.1 Table 14.4.2.2

In-building Emergency Voice/Alarm Communications Equipment

Inspect NFPA 72 14.3.1 Table 14.4.2.2

Remote Annunciators Inspect NFPA 72 14.3.1 Table 14.4.2.2

Air Sampling Detectors Inspect NFPA 72 14.3.1 Table 14.4.2.2

Duct Smoke Detectors Inspect NFPA 72 14.3.1 Table 14.4.2.2

Electromechanical Releasing Devices Inspect NFPA 72 14.3.1 Table 14.4.2.2

Fire Extinguishing Systems(s) or Suppression System(s) Switches

Inspect NFPA 72 14.3.1 Table 14.4.2.2

Manual Fire Alarm Boxes Inspect NFPA 72 14.3.1 Table 14.4.2.2

Heat Detectors Inspect NFPA 72 14.3.1 Table 14.4.2.2

Smoke Detectors (excludes 1 & 2 family dwellings) Inspect NFPA 72 14.3.1 Table 14.4.2.2

Guard Tour Equipment Inspect NFPA 72 14.3.1 Table 14.4.2.2

Fire Extinguisher Monitoring Device/Systems Inspect NFPA 72 14.3.1 Table 14.4.2.2

Carbon Monoxide Monitoring Device/Systems Inspect NFPA 72 14.3.1 Table 14.4.2.2

Interface Equipment Inspect NFPA 72 14.3.1 Table 14.4.2.2

Alarm Notification Appliances-Supervised Inspect NFPA 72 14.3.1 Table 14.4.2.2

Exit Marking Audible Notification Appliances Inspect NFPA 72 14.3.1 Table 14.4.2.2

Supervising Station Fire Alarm Systems- Transmitters (DACT, DART, McCulloh, RAT)

Inspect NFPA 72 14.3.1 Table 14.4.2.2

Special Procedures Inspect NFPA 72 14.3.1 Table 14.4.2.2

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Supervising Station Fire Alarm Systems-Receivers Inspect NFPA 72 14.3.1 Table 14.4.2.2

Public Fire Alarm Reporting System Transmission Inspect NFPA 72 14.3.1 Table 14.4.2.2 No. 8a

Public Fire Alarm Reporting System Transmission Equipment-Master Box Manual operation Inspect NFPA 72 14.3.1 Table 14.4.2.2

Mass Notification system, non-supervised systems installed prior to adoption of NFPA 72 2010 Edition (Control Equipment Fuses, Interfaces, Lamps/LEDs, Primary (main) power supply, Secondary power batteries (Lead Acid, Nickel- Cadmium, Primary (dry cell), Sealed Lead Acid), Initiating Devices, Notification Appliances Batteries-Central Station Facilities-Lead Acid type- Specific Gravity Batteries-Fire Alarm Systems-Lead Acid type-30 Minute Discharge test Batteries-Fire Alarm Systems-Lead Acid type-Load Voltage Test Batteries-Fire Alarm Systems-Lead Acid type- Specific Gravity Batteries-Fire Alarm Systems-Nickel Cadmium type-Load Voltage Test Batteries-Fire Alarm Systems-Sealed Lead Acid type-Load Voltage Test Power Supplies-Public Fire Alarm Reporting Systems-Lead acid type batteries specific gravity

Inspect NFPA 72 14.3.1 Table 14.4.2.2

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6b

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6b

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6b

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6b

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6c

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6d

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 5, 6b

Radiant Energy Fire Detectors Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Valve Supervisory Switches Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Waterflow Devices Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Public Emergency Alarm Reporting System Transmission Equipment-publicly accessible fire alarm box Public Emergency Alarm Reporting System Transmission Equipment –Master Box Manual operation Mass notification system – protected premise, non- supervised systems installed prior to adoption of this code (Control unit functions and no diagnostic failures are indicated, Audible/visible functional test, secondary power, Verify content of prerecorded messages, verify activation of correct prerecorded message based on a selected event, verify activation of correct prerecorded message based on a targeted area, verify control unit security mechanism is functional.)

Test NFPA 72 14.4.5 Table 14.4.2.2 Test NFPA 72 14.4.5 Table 14.4.2.2 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 27

Annual:

Item Activity Standard Table Paragraph

Control Equipment – Fuses, Interfaced Equipment, Lamps and LEDs, Primary (main) power supply

Inspect NFPA 72 14.3.1 Table 14.4.2.2 No. 1, 7, 18, 19

Fiber Optic Cable Connections Inspect NFPA 72 14.3.1 Table 14.4.2.2

Public Fire Alarm Reporting System Transmission Equipment – Auxiliary Box Public Fire Alarm Reporting System Transmission Equipment – Master Box Auxiliary operation

Inspect NFPA 72 14.3.1 Table 14.4.2.2 Inspect NFPA 72 14.3.1 Table 14.4.2.2

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Annual (cont.): Mass Notification system, supervised systems Control Equipment Fuses, Interfaces, Lamps/LEDs, Primary (main) power supply, Secondary power batteries (Lead Acid, Nickel-Cadmium, Primary (dry cell), Sealed Lead Acid), Initiating Devices, Notification Appliances Inspect NFPA 72 14.3.1 Table 14.4.2.2 Mass notification system Antenna Inspect NFPA 72 14.3.1 Table 14.4.2.2

Mass notification system Transceivers Inspect NFPA 72 14.3.1 Table 14.4.2.2

Control Equipment – Bldg systems connected to a Supervising Station- Functions, Fuses, Interfaced Equipment, Lamps and LEDs, Primary (main) power supply and Transponders Batteries-Central Station Facilities-Lead Acid type Charger test Batteries-Central Station Facilities-Nickel Cadmium type 30 minute Discharge test Batteries-Central Station Facilities-Nickel Cadmium type Load Voltage test Batteries-Fire Alarm Systems-Lead Acid type Charger test Batteries-Fire Alarm Systems-Nickel Cadmium type Charger test Batteries-Fire Alarm Systems-Nickel Cadmium type 30 minute Discharge test Batteries-Fire Alarm Systems-Sealed lead acid type Charger test Batteries-Fire Alarm Systems-Sealed lead acid type 30 minute Discharge test Power Supply-Public Emergency Alarm Reporting Systems-Lead Acid type batteries Charger test Power Supply-Public Emergency Alarm Reporting Systems-Nickel Cadmium type batteries Charger test Power Supply-Public Emergency Alarm Reporting Systems-Nickel Cadmium type batteries 2 hour Discharge test Power Supply-Public Emergency Alarm Reporting Systems-Sealed Lead Acid type batteries Charger test Power Supply-Public Emergency Alarm Reporting Systems-Sealed Lead Acid type batteries 2 hour Discharge test

Test NFPA 72 14.4.5 Table 14.4.2.2 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6b Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6c Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6b Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6c Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6d Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6b Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6c Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5, 6d Test NFPA 72 14.4.5 Table 14.4.2.2

No. 5

Fiber Optic Cable Power Test NFPA 72 14.4.5 Table 14.4.2.2 No. 13b

Control Unit Trouble Signals Test NFPA 72 14.4.5 Table 14.4.2.2 No. 10

In-building Fire Emergency Voice/Alarm Communications Equipment

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 20

Remote Annunciators Test NFPA 72 14.4.5 Table 14.4.2.2 No. 11

Fire-gas and other detectors Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Electromechanical Releasing Device Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Fire Extinguishing system(s) or suppression system(s) switches

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

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Annual (cont.):

Heat Detectors Test NFPA 72 14.4.5 14.4.5.5

Table 14.4.2.2 No. 14

Manual Fire Alarm Boxes Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

System Smoke Detectors Functional Test Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Single & Multiple-station smoke alarms Test NFPA 72 14.4.5 14.4.4.6

Table 14.4.2.2 No. 14

Single & Multiple-station heat alarms Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Other supervisory initiating devices (not included during quarterly or semi-annual testing)

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 14

Guard Tour Equipment Test NFPA 72 14.4.5 Table 14.4.2.2 No. 24

Fire Extinguisher Monitoring Device/Systems Test NFPA 72 14.4.5 Table 14.4.2.2 No. 21a

Carbon Monoxide Monitoring Detector/Systems Test NFPA 72 14.4.5 Table 14.4.2.2

Interface equipment and Fire Safety Functions Test NFPA 72 14.4.5 Table 14.4.2.2 No. 22, 23

Special Hazard Equipment Test NFPA 72 14.4.5 Table 14.4.2.2 No. 17

Audible Devices, Audible Textual notification appliances, Visible Devices Audible Devices, Audible Textual notification appliances, Visible Devices

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 15

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 15

Exit Marking Notification Appliances Test NFPA 72 14.4.5 Table 14.4.2.2 No. 16

Supervising Station Fire Alarm Systems- Transmitters

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 18

Special Procedures Test NFPA 72 14.4.5 Table 14.4.2.2 No. 25

Public Emergency Alarm Reporting Transmission Equipment Auxiliary Box Public Emergency Alarm Reporting Transmission Equipment Master Box Auxiliary Operation Mass notification system – protected premise, supervised (Control unit functions and no diagnostic failures are indicated, Audible/visible functional test, secondary power, Verify content of prerecorded messages, verify activation of correct prerecorded message based on a selected event, verify activation of correct prerecorded message based on a targeted area, verify control unit security mechanism is functional.) Mass notification system-wide area (Control unit functions and no diagnostic failures are indicated, Control unit reset, Control unit security, Audible/visible functional test, Software backup, Secondary power test, Antenna, Transceivers, Verify content of prerecorded messages, Verify activation of correct prerecorded message based on a selected event, Verify activation of correct prerecorded message based on a targeted area,

Test NFPA 72 14.4.5 Table 14.4.2.2 No. 8b

Test NFPA 72 14.4.5 Table 14.4.2.2 Test NFPA 72 14.4.5 Table 14.4.2.2

No. 27

Test NFPA 72 14.4.5 Table 14.4.2.2

No. 27

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Standard Table Paragraph

NFPA 25 7.1.1.2 7.2.2.6

Fire Monitor

Semi-Annual: Item Activity

Monitor Nozzles Inspect

Annual:

Item Activity Standard Table Paragraph

Monitor Nozzles - (range and operation) Test NFPA 25 7.1.1.2 7.3.3

Monitor Nozzles Maintenance NFPA 25 7.1.1.2 7.4.3

Based on NFPA 25, 2011 Edition

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Fire Pump

Weekly:

Item Activity Standard Table Paragraph

Casing Relief Valves Inspect NFPA 25 13.1.1.2 13.5.7.1, 13.5.7.1.1 Control Valve - (Sealed) Inspect NFPA 25 13.1.1.2 13.3.2.1

Diesel Fire Pump Operation - no flow condition Test NFPA 25 8.1.1.2 8.3.1

Fire Pump System Inspect NFPA 25 8.1.1.2 8.2.2

Monthly:

Pressure Relief Valves Inspect NFPA 25 13.1.1.2 13.5.7.2, 13.5.7.2.1

Item Activity Standard Table Paragraph Control Valve - (Locked) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Control Valve - (Tamper Switches) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Electric Fire Pump Operation - no flow condition Test NFPA 25 13.1.1.2 8.3.1

Quarterly:

Item Activity Standard Table Paragraph

Pressure Reducing Valves Inspect NFPA 25 13.1.1.2 13.5.1.1

Annual:

Item Activity Standard Table Paragraph

Circulation Relief Test NFPA 25 13.1.1.2 13.5.7.1.2

Control Valves – Position & Operation Test NFPA 25 13.1.1.2 13.3.3.1

Fire Pump alarm signals Test NFPA 25 8.1.1.2 8.3.3.5

Fire Pump Operation - flow test Test NFPA 25 8.1.1.2 8.3.3

Hydraulic Maintenance NFPA 25 8.1.1.2 8.5

Mechanical Transmission Maintenance NFPA 25 8.1.1.2 8.5

Motor Maintenance NFPA 25 8.1.1.2 8.5

Pressure Relief Valves Test NFPA 25 13.1.1.2 13.5.7.2.2

5 year:

Item Activity Standard Table Paragraph Check Valves - interior Inspect NFPA 25 13.1.1.2 13.4.2.1

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Varies: Item

Electrical System

Activity

Maintenance

Standard

NFPA 25

Table

8.1.1.2

Paragraph

8.5

Controller, Various Components

Maintenance

NFPA 25

8.1.1.2

8.5

Diesel Engine System, Various Components Maintenance NFPA 25 8.1.1.2 8.5

Based on NFPA 25, 2011 Edition

Note 1: The Inspection, Test and Maintenance requirements of fire pump systems can vary by type and manufacturer. The manufacturer’s recommended maintenance should be utilized to develop the maintenance program for fire pump systems. If the manufacturer’s maintenance information is not available, an alternative maintenance program can be established. Alternative maintenance requirements can be found in NFPA 25, Table 8.1.2.

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Fire Service Mains

After Use:

Item Activity Standard Table Paragraph

Mainline Strainers Inspect NFPA 25 7.1.1.2 7.2.2.3

Daily:

Item Activity Standard Table Paragraph

Valve Enclosure (During Cold Weather, w/o alarms) Inspect NFPA 25 13.1.1.2 13.4.3.1, 13.4.4.1.1

Weekly:

Item Activity Standard Table Paragraph

Control Valve - (Sealed) Inspect NFPA 25 13.1.1.2 13.3.2.1

Valve Enclosure(During Cold W eather, w/ alarms) Inspect NFPA 25 13.1.1.2 13.4.4.1.1.1

Monthly:

Item Activity Standard Table Paragraph

Control Valve - (Locked) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Control Valve - (Tamper Switches) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Quarterly:

Item Activity Standard Table Paragraph

Semi-Annual: Hose Houses Inspect NFPA 25 7.1.1.2 7.2.2.7

Item Activity Standard Table Paragraph

Annual: Control Valve – Supervisory Test NFPA 25 13.1.1.2 13.3.3.5

Item Activity Standard Table Paragraph

Control Valves Maintenance NFPA 25 13.1.1.2 13.3.4

Control Valves – Position and Operation Test NFPA 25 13.1.1.2 13.3.3.1

Hose Houses Maintenance NFPA 25 7.1.1.2 7.2.2.7

Mainline Strainers Inspect NFPA 25 7.1.1.2 7.2.2.3

5 Year: Mainline Strainers Maintenance NFPA 25 7.1.1.2 7.2.2.3

Item Activity Standard Table Paragraph

Piping (Exposed & Underground) (Flow Test) Test NFPA 25 7.1.1.2 7.3.1 Other:

Item Activity Standard Table Paragraph Piping (underground) Inspect NFPA 25 7.1.1.2 7.2.2.2

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Low Expansion Foam Systems

Weekly:

Item

Activity

Standard

Table

Paragraph

Control Valve - (Sealed) Inspect NFPA 25 13.1.1.2 13.3.2.1

Monthly:

Item Activity Standard Table Paragraph

Control Valve - (Locked) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Control Valve - (Tamper Switches) Inspect NFPA 25 13.1.1.2 13.3.2.1.1 Discharge Device (Spray Nozzle) Location & Position

Inspect

NFPA 25

11.1.1.2

11.2.5

Quarterly:

Item Activity Standard Table Paragraph

Foam Concentrate Strainer(s) Inspect NFPA 25 11.1.1.2 11.2.7.2

Foam Concentrate Strainer(s) Maintenance NFPA 25 11.1.1.2 Section 11.4

Waterflow Devices Inspect NFPA 25 11.1.1.2 11.2.1

Waterflow Devices (Water Motor Gongs, etc.) Test NFPA 25 11.1.1.2 11.3.1.3

Semi-Annual:

Item Activity Standard Table Paragraph

Control Valve - (Tamper Switches) Test NFPA 25 13.1.1.2 13.3.3.5

Annual:

Item Activity Standard Table Paragraph

Above Ground piping Inspect NFPA 11 - 11.2.3, 11.2.4

Complete foam-water system Test NFPA 11 - 11.3.3

Control Valve - Position and Operation Test NFPA 25 13.1.1.2 13.3.3.1

Foam Concentrate Test NFPA 11 - 11.2.10

Foam Water Solution Test NFPA 11 11.1.1.2 11.3.5

Discharge Device Location & Position (Sprinklers) Inspect NFPA 11 11.1.1.2 11.2.5

5 Year:

Proportioning Systems - All Test NFPA 11 11.1.1.2 11.2.9

Item Activity Standard Table Paragraph

Underground piping Inspect NFPA 11 - 11.3.3 Based on NFPA 11, 2005 and NFPA 25, 2011 Editions

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Foam Sprinkler

Weekly:

Item Activity Standard Table Paragraph

Control Valve - (Sealed)

Monthly: Inspect NFPA 25 13.1.1.2 13.3.2.1

Control Valve - (Locked) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Control Valve - (Tamper Switches) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Discharge Device Location (Spray nozzle) Inspect NFPA 25 11.1.1.2 11.2.5 Discharge Device Position (Spray nozzle) Inspect NFPA 25 11.1.1.2 11.2.5

Foam Concentrate Pump Operation Maintenance NFPA 25 11.1.1.2 11.4.6.1, 11.4.7.1 Proportioning Systems (all) Inspect NFPA 25 11.1.1.2 11.2.9

Quarterly: Item Activity Standard Table Paragraph

Drainage in System Area Inspect NFPA 25 11.1.1.2 11.2.8

Foam Concentrate Strainer(s)

Inspect

NFPA 25

11.1.1.2

11.2.7.2

Foam Concentrate Strainer(s) Maintenance NFPA 25 11.1.1.2 Section 11.4

Waterflow Devices Inspect NFPA 25 11.1.1.2 11.2.1

Semi-Annual: Item

Activity

Standard

Table

Paragraph

Control Valve - (Tamper Switches) Test NFPA 25 13.1.1.2 13.3.3.5 Annual:

Item Activity Standard Table Paragraph

Backflow Preventers Test NFPA 25 11.1.1.2 Chapter 13

Complete Foam-Water System Test NFPA 25 11.1.1.2 11.3.3

Control Valve - Position and Operation Test NFPA 25 13.1.1.2 13.3.3.1

Control Valves

Maintenance

NFPA 25

13.1.1.2

13.3.4

Discharge Device Location

Test

NFPA 25

11.1.1.2

11.3.2.6

Discharge Device Location (Sprinkler) Inspect NFPA 25 11.1.1.2 11.2.5

Discharge Device Obstruction

Test

NFPA 25

11.1.1.2

11.3.2.6

Discharge Device Position

Test

NFPA 25

11.1.1.2

11.3.2.6

Discharge Device Position (Sprinkler)

Inspect

NFPA 25

11.1.1.2

11.2.5

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Annual (Cont.)

Hangers/Supports Inspect NFPA 25 11.1.1.2 11.2.4 Manual Actuation Device(s) Test NFPA 25 11.1.1.2 11.3.4 Pipe Corrosion Inspect NFPA 25 11.1.1.2 11.2.3 Pipe Damage Inspect NFPA 25 11.1.1.2 11.2.3 Proportioning Systems - (all) Test NFPA 25 11.1.1.2 11.2.9

Strainers Maintenance NFPA 25 10.1.1.2 10.2.7, 10.2.1.4, 10.2.1.6

Valve Enclosure Low Temp Alarms Inspect NFPA 25 - 13.4.3.1.2 Water Supply Maintenance NFPA 25 11.1.1.2 11.2.6.1 Water Supply Piping Test NFPA 25 11.1.1.2 Chapter 10

5 Year:

Item Activity Standard Table Paragraph

Check Valves Inspect NFPA 25 13.1.1.2 13.4.2.1 In-Line Balanced Pressure Type Proportioning Systems - Balancing Valve Diaphragm Maintenance NFPA 25 11.1.1.2 11.4.7.3 In-Line Balanced Pressure Type Proportioning Systems - Foam Concentrate Pumps Maintenance NFPA 25 11.1.1.2 11.4.7.2

Pressure Vacuum Vents Maintenance NFPA 25 11.1.1.2 11.4.8 Standard Balanced Pressure Type Proportioning Systems - Balancing Valve Diaphragm Maintenance NFPA 25 11.1.1.2 11.4.6.3 Standard Balanced Pressure Type Proportioning Systems - Foam Concentrate Pump Maintenance NFPA 25 11.1.1.2 11.4.6.2 Standard Pressure Type Proportioning Systems - Ball Drip (Automatic Type) Drain Valves Maintenance NFPA 25 11.1.1.2 11.4.3.1

10.2.1.4, 10.2.1.7, Strainers - Baskets & Screen Maintenance NFPA 25 10.1.1.2

10 Year:

Item Activity Standard Table Paragraph

Bladder Type Proportioning Systems - Sight Glass

Bladder Type Proportioning Systems - Hydrostatic Test

In-Line Balanced Pressure Type Proportioning

Maintenance NFPA 25 11.1.1.2 11.4.4.1 Maintenance NFPA 25 11.1.1.2 11.4.4.2

Systems - Foam Concentrate Tank Maintenance NFPA 25 11.1.1.2 11.4.7.4

Line Type Proportioning Systems - Foam Concentrate tank - corrosion and pickup Maintenance NFPA 25 11.1.1.2 11.4.5.1

tubes Line Type Proportioning Systems - Foam Concentrate tank - Drain and Flush Maintenance NFPA 25 11.1.1.2 11.4.5.2 Standard Balanced Pressure Type Proportioning Systems - Foam Concentrate Tank Maintenance NFPA 25 11.1.1.2 11.4.6.4 Standard Pressure Type Proportioning Systems - Foam Concentrate Tank Drain & Flush Maintenance NFPA 25 11.1.1.2 11.4.3.2 Standard Pressure Type Proportioning Systems - Tank Corrosion and Hydrostatic Test Maintenance NFPA 25 11.1.1.2 11.4.3.3

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Based on NFPA 25, 2011 Edition

Refer to NFPA 25 Chapter 9 for Water Storage Tank & Fire Pump Inspection, Testing and Maintenance Requirements.

Refer to NFPA 25 Chapter 10 for Mainline Strainers Inspection, Testing and Maintenance Requirements.

Refer to NFPA 25 Chapter 13 for Valves, Valve Components & Trim Inspection, Testing and Maintenance Requirements. See FEMPSD “Summary of NFPA Inspection, Test & Maintenance Requirements for Sprinkler Systems.”

Refer to NFPA 72 Chapter 10 for Fire Alarm Systems Inspection, Testing and Maintenance Requirements.

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Hydrant

After Use:

Item Activity Standard Table Paragraph

Hydrant - (Dry Barrel and Wall) Inspect NFPA 25 7.1.1.2 7.2.2.4

Hydrant - (Wet Barrel) Inspect NFPA 25 7.1.1.2 7.2.2.5

Mainline Strainers Inspect NFPA 25 7.1.1.2 7.2.2.3 Quarterly:

Item Activity Standard Table Paragraph

Hose Houses Inspect NFPA 25 7.1.1.2 7.2.2.7

Semi-Annual:

Item Activity Standard Table Paragraph

Monitor Nozzles Inspect NFPA 25 7.1.1.2 7.2.2.6

Annual:

Item Activity Standard Table Paragraph

Hose Houses Maintenance NFPA 25 7.1.1.2 7.2.2.7

Hydrant - (Dry Barrel and Wall) Inspect NFPA 25 7.1.1.2 7.2.2.4

Hydrant - (Wet Barrel) Inspect NFPA 25 7.1.1.2 7.2.2.5

Hydrant - (Flow Test) Test NFPA 25 7.1.1.2 7.3.2

Monitor Nozzles – (Range & Operation) Test NFPA 25 7.1.1.2 7.3.3 Maintenance

Hydrant Maintenance NFPA 25 7.1.1.2 7.4.2 Inspect/

Mainline Strainers NFPA 25 7.1.1.2 7.2.2.3

Other: Monitor Nozzles Maintenance NFPA 25 7.1.1.2 7.4.3

Item Activity Standard Table Paragraph

Piping (underground) Inspect NFPA 25 7.1.1.2 7.2.2.2 Based on NFPA 25, 2011 Edition

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Each Shift:

UHSWSS – Controllers Inspect NFPA 25 10.1.1.2 10.4.3

Each Shift (cont.): UHSWSS – Valves

Inspect

NFPA 25

10.1.1.2

10.4.4

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Summary of NFPA Inspection, Test & Maintenance Requirements / Schedule

Sprinkler

Daily: Item Activity Standard Table Paragraph

Valve Enclosure (during cold weather, w/o alarms) Inspect NFPA 25 13.1.1.2 13.4.3.1, 13.4.4.1.1

Weekly:

Item Activity Standard Table Paragraph

Control Valve - (sealed) Inspect NFPA 25 5.1.1.2 13.3.2.1

5.2.4.2, 5.2.4.3, Gauges – Dry, Pre-action & Deluge Systems Inspect NFPA 25 13.1.1.2 5.2.4.4

Valve Enclosure(during cold weather, w/ alarms) Inspect NFPA 25 13.1.1.2 13.4.4.1.1.1

Monthly:

Item Activity Standard Table Paragraph

Alarm Valve - Exterior Inspect NFPA 25 13.1.1.2 13.4.1.1

Control Valve - (locked) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Control Valve - (tamper switches) Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Dry-Pipe - Exterior Inspect NFPA 25 13.1.1.2 13.4.4.1.4

Gauges - Wet Pipe Systems Inspect NFPA 25 5.1.1.2 5.2.4.1

Quarterly:

Waterflow Alarm Devices - Mechanical Test NFPA 25 5.1.1.2 5.3.3.1

Dry Pipe Valve Quick-Opening Device Test NFPA 25 13.1.1.2 13.4.4.2.4

Dry Pipe Valve - Priming Water Test NFPA 25 13.1.1.2 13.4.4.2.1

Dry Pipe Valve - Low Air Press. Alarms Test NFPA 25 13.1.1.2 13.4.4.2.6

Fire Department Connection Inspect NFPA 25 13.1.1.2 13.7.1

Hose Valves Inspect NFPA 25 - 13.5.6.1.1

Hydraulic Nameplate Main Drain (when sole source of water is through a

Inspect NFPA 25 5.1.1.2 5.2.6

Backflow Preventer and/or Pressure Reducing Valves) Test NFPA 25 13.1.1.2 13.2.5, 13.2.5.1, 13.3.3.4

Pre-action Valve - Priming Water Test NFPA 25 13.1.1.2 13.4.3.2.1

Pre-action Valve - Low Air Pressure Alarms Test NFPA 25 13.1.1.2 13.4.3.2.13

Pressure Reducing & Relief Valves Supervisory Signal Devices (except Valve

Inspect NFPA 25 13.1.1.2 13.5.1.1

Supervisory Switches) Inspect NFPA 25 5.1.1.2 5.2.5

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Summary of NFPA Inspection, Test & Maintenance Requirements / Schedule

Semi-Annual: Item Activity Standard Table Paragraph

Control Valve - (tamper switches) Test NFPA 25 13.1.1.2 13.3.3.5

Semi-Annual (cont.): Supervisory Signal Devices (except Valve Supervisory Switches)

Test

NFPA 25

13.1.1.2

13.3.3.5

Waterflow Devices (vane & pressure switch) Test NFPA 25 5.1.1.2 5.3.3.2, 13.2.6

Annual:

Item Activity Standard Table Paragraph

Antifreeze Solution Test NFPA 25 5.1.1.2 5.3.4

Backflow Prevention Assemblies Test NFPA 25 13.1.1.2 13.6.2

Building (prior to freezing weather) Inspect NFPA 25 5.1.1.2 4.1.1.1

Control Valves Maintenance NFPA 25 13.1.1.2 13.3.4

Control Valves – Position & Operation Test NFPA 25 13.1.1.2 13.3.3.1

Dry Pipe Valves & Quick Opening Devices Maintenance NFPA 25 13.1.1.2 13.4.4.3

Dry Pipe Valve - Interior Inspect NFPA 25 13.1.1.2 13.4.4.1.5

Dry Pipe Valve - Trip Test Test NFPA 25 13.1.1.2 13.4.4.2.2

Hangers/Seismic Bracing Inspect NFPA 25 5.1.1.2 5.2.3

Hose Inspect NFPA 1962 - Ch. 4 & 7

Hose Assembly/Rack Pressure Reducing Valve Inspect NFPA 25 13.1.1.2 13.5.3.1

Hose Connection Pressure Reducing Valve Inspect NFPA 25 13.1.1.2 13.5.2.1

Hose Valves (Class I & III) Test NFPA 25 - 13.5.6.2

Low Point Drains – Prior to Freezing (dry pipe sys) Maintenance NFPA 25 5.1.1.2 13.4.4.3.2

Main Drain Test NFPA 25 13.1.1.2 13.2.5, 13.2.5.1, 13.3.3.4

Pipe and Fittings Inspect NFPA 25 5.1.1.2 5.2.2

Pre-Action Valve - (internal reset type) Interior Inspect NFPA 25 13.1.1.2 13.4.3.1.7

Pre-Action Valve - Full Flow Trip Test Test NFPA 25 13.1.1.2 13.4.3.2.2

Pre-action/Deluge Valves Maintenance NFPA 25 13.1.1.2 13.4.3.3.2

Press. Reducing & Relief Valves Circulation Relief Test NFPA 25 13.1.1.2 13.5.7.1.2

Pressure Relief Valves Test NFPA 25 13.1.1.2 13.5.7.2.2

Spare Sprinklers Inspect NFPA 25 5.1.1.2 5.2.1.4

Sprinklers Inspect NFPA 25 5.1.1.2 5.2.1

Strainers Maintenance NFPA 25 10.1.1.2 10.2.7, 10.2.1.4, 10.2.1.6

Valve Enclosure Alarms (at beginning of heating season) Inspect NFPA 25 - 13.4.3.2.14

3 Year:

Item Activity Standard Table Paragraph

Dry Pipe Valve - Full Flow Trip Test Test NFPA 25 13.1.1.2 13.4.4.2.2.2

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Summary of NFPA Inspection, Test & Maintenance Requirements / Schedule

5 Year: Item Activity Standard Table Paragraph

Alarm Valve - Interior

Inspect

NFPA 25

13.1.1.2

13.4.1.2

Alarm Valve - Strainers, Filters & Orifices Inspect NFPA 25 13.1.1.2 13.4.1.2

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Summary of NFPA Inspection, Test & Maintenance Requirements / Schedule

Item

Activity

Standard

Table

Paragraph

Sprinklers - Fast Response

Replace/Test

NFPA 25

5.1.1.2

5.3.1.1.1.3

5 Year (cont.): Check Valve - Interior Inspect NFPA 25 13.1.1.2 13.4.2.1

Dry Pipe Valve - Strainers, Filters & Orifices Inspect NFPA 25 13.1.1.2 13.4.4.1.6

Gauges Test NFPA 25 5.1.1.2 5.3.2

Hose Connections Pressure Reducing Valves Test NFPA 25 13.1.1.2 13.5.2.2

Hose Racks Pressure Reducing & Relief Valves Test NFPA 25 13.1.1.2 13.5.3.2

Hoses Test NFPA 1962 -

Obstruction Investigation Inspect NFPA 25 5.1.1.2 14.2

Pre-Action Valve - (external reset type) Interior Inspect NFPA 25 13.1.1.2 13.4.3.1.7

Pre-Action Valve - Strainers, Filters & Orifices Inspect NFPA 25 13.1.1.2 13.4.3.1.8

Sprinkler - Extra High Temp. Test NFPA 25 5.1.1.2 5.3.1.1.1.4

Sprinkler – Harsh Environment Test NFPA 25 - 5.3.1.1.2 Sprinkler System Pressure Reducing & Relief Valves Test NFPA 25 13.1.1.2 13.5.1.2

10.2.1.4, Strainers - Baskets & Screen Maintenance NFPA 25 10.1.1.2 10.2.1.7, A.10.2.7

10 Year & every 10 Years thereafter:

Item Activity Standard Table Paragraph

20 Year & every 10 Years thereafter:

Based on NFPA 25, 2011 and 1962, 2008 Editions

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Summary of NFPA Inspection, Test & Maintenance Requirements / Schedule

www.rkmsgroup.ca

Activity Standard Table Paragraph Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Inspect NFPA 25 13.1.1.2 13.3.2.1.1

Activity Cabinet Inspect

Standard NFPA 25

Table 6.1.1.2

Paragraph NFPA 1962

Fire Hose Inspect NFPA 25 6.1.1.2 NFPA 1962

Test NFPA 1962 - 4.1.2

Hose Connections Maintenance NFPA 25 6.1.1.2 Table 6.1.2

Hose Connection/Pressure Regulating Devices Inspect NFPA 25 13.1.1.2 13.5.2.1

Hose Nozzles Inspect NFPA 25 6.1.1.2 NFPA 1962

Hose Racks Inspect NFPA 25 13.1.1.2 13.5.3.1

Hose Storage Device Inspect NFPA 25 6.1.1.2 NFPA 1962

Hose Storage Device Test NFPA 25 6.1.1.2 NFPA 1962

Hydraulic Placard Inspect NFPA 25 6.1.1.2 6.2.3 13.2.5, 13.2.5.1,

Main Drain Test NFPA 25 13.1.1.2 13.3.3.4

Occupant Fire Hose & Nozzles Inspect NFPA 1962 - 4.3

Piping Inspect NFPA 25 6.1.1.2 6.2.1

Standpipe and Hose Systems

Weekly: Item

Activity Standard Table Paragraph

Control Valve - (sealed) Inspect NFPA 25 13.1.1.2 13.3.2.1

Gauges Inspect NFPA 25 6.1.1.2 6.2.2

Monthly: Item

Control Valve - (locked)

Control Valve - (tamper switches)

Quarterly: Item

Activity Standard Table Paragraph

Fire Department Connection Inspect NFPA 25 13.1.1.2 13.7.1

Fire Department Connection Maintenance NFPA 25 - 13.7.2, 13.7.3

Hose Valves Inspect NFPA 25 13.1.1.2 13.5.6.1

Low Air Pressure Alarms Test NFPA 25 13.1.1.2 13.4.4.2.6 Main Drain (when sole source of water is through a Backflow Preventer and/or Pressure Reducing Valves) Test NFPA 25 13.1.1.2 13.2.5, 13.2.5.1,

13.3.3.4

Pressure Regulating Devices and Connections Inspect NFPA 25 13.1.1.2 13.5.1.1

Waterflow Alarms Test NFPA 25 13.1.1.2 13.2.6

Semi-Annual: Item

Activity Standard Table Paragraph

Control Valve – (tamper switches) Test NFPA 25 13.1.1.2 13.3.3.5

Annual: Item

Fire Hose - Other Than Occupant Hose (service test)

Page 211: Preliminary Environmental Management Plan

Summary of NFPA Inspection, Test & Maintenance Requirements / Schedule

www.rkmsgroup.ca

Annual (cont.):

Pressure Reducing Valves Inspect NFPA 25 13.1.1.2 13.5.2.1, 13.5.3.1

5 year: Item

Valves (all types) Maintenance NFPA 25 13.1.1.2 13.3.4

Activity Standard Table Paragraph

Fire Hose (service test) and Every 3 Yrs. Thereafter Test NFPA 25 6.1.1.2 NFPA 1962

Flow Test Most Remote Hose Connection Test NFPA 25 6.1.1.2 6.3.1

Hydrostatic Test (dry systems or pipe) Test NFPA 25 6.1.1.2 6.3.2

Pressure Control Valve Test NFPA 25 13.1.1.2 13.5.3.2

Pressure Reducing Valve Test NFPA 25 13.1.1.2 13.5.2.2, 13.5.3.2

Prior to going in service: Item

Activity Standard Table Paragraph

Fire Hose (service test) - Within Prior 90 Days Inspect NFPA 1962 - 4.1.1, 4.3.1

After each use:

Item Activity Standard Table Paragraph

Fire Hose (service test) Inspect/Test NFPA 1962 - 4.3.7

Fire Hose (service test) Maintenance NFPA 25 6.1.1.2 6.4

Hose Nozzle Inspect NFPA 25 6.1.1.2 NFPA 1962

After Freezing: Item

Activity Standard Table Paragraph

Fire Hose (service test) Test NFPA 1962 - 4.1.12 Based on NFPA 25, 2011 and 1962, 2008 Editions

Page 212: Preliminary Environmental Management Plan

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Material Safety Data Sheet Issue Date: 24-AUG-2006 Supercedes: 24-AUG-2006

DUSTREAT DC6109

1 Identification of Product and CompanyIdentification of substance or preparationDUSTREAT DC6109

Product Application AreaDust control agent.

Company/Undertaking IdentificationGE Betz, Inc.4636 Somerton RoadTrevose, PA 19053T 215 355-3300, F 215 953 5524

Emergency Telephone(800) 877-1940

Prepared by Product Stewardship Group: 215 355-3300

2 Composition / Information On Ingredients Information for specific product ingredients as required by the U.S. OSHA HAZARD COMMUNICATION STANDARD is listed. Refer to additional sections of this MSDS for our assessment of the potential hazards of this formulation. HAZARDOUS INGREDIENTS: Cas# Chemical Name Range(w/w%) * (E021)LINEAR ALKYL SULFONATE;TSRN 125438 - 5011P * Irritant (skin and respiratory)

3 Hazards Identification******************************************************************************** EMERGENCY OVERVIEW WARNING May cause moderate irritation to the skin. Severe irritant to the eyes. Mists/aerosols may cause irritation to upper respiratory tract. DOT hazard is not applicable Odor: Sweet; Appearance: Light Yellow To Amber, Liquid Fire fighters should wear positive pressure self-contained breathing apparatus(full face-piece type). Proper fire-extinguishing media:

Page 1Substance or Preparation: DUSTREAT DC6109

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dry chemical, carbon dioxide, foam or water******************************************************************************** POTENTIAL HEALTH EFFECTS ACUTE SKIN EFFECTS: Primary route of exposure; May cause moderate irritation to the skin. ACUTE EYE EFFECTS: Severe irritant to the eyes. ACUTE RESPIRATORY EFFECTS: Mists/aerosols may cause irritation to upper respiratory tract. INGESTION EFFECTS: May cause gastrointestinal irritation. TARGET ORGANS: No evidence of potential chronic effects. MEDICAL CONDITIONS AGGRAVATED: Not known. SYMPTOMS OF EXPOSURE: May cause redness or itching of skin, irritation, and/or tearing of eyes (direct contact).

4 First Aid Measures SKIN CONTACT: Wash thoroughly with soap and water. Remove contaminated clothing. Thoroughly wash clothing before reuse. Get medical attention if irritation develops or persists. EYE CONTACT: Remove contact lenses. Hold eyelids apart. Immediately flush eyes with plenty of low-pressure water for at least 15 minutes. Get immediate medical attention. INHALATION: If nasal, throat or lung irritation develops - remove to fresh air and get medical attention. INGESTION: Do not feed anything by mouth to an unconscious or convulsive victim. Do not induce vomiting. Immediately contact physician. Dilute contents of stomach using 2-8 fluid ounces (60-240 mL) of milk or water. NOTES TO PHYSICIANS: No special instructions

5 Fire Fighting Measures FIRE FIGHTING INSTRUCTIONS: Fire fighters should wear positive pressure self-contained breathing apparatus (full face-piece type). EXTINGUISHING MEDIA: dry chemical, carbon dioxide, foam or water HAZARDOUS DECOMPOSITION PRODUCTS: oxides of carbon and sulfur FLASH POINT: > 200F > 93C P-M(CC)

Page 2Substance or Preparation: DUSTREAT DC6109

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6 Accidental Release Measures PROTECTION AND SPILL CONTAINMENT: Ventilate area. Use specified protective equipment. Contain and absorb on absorbent material. Place in waste disposal container. Flush area with water. Wet area may be slippery. Spread sand/grit. DISPOSAL INSTRUCTIONS: Water contaminated with this product may be sent to a sanitary sewer treatment facility,in accordance with any local agreement,a permitted waste treatment facility or discharged under a permit. Product as is - Incinerate or land dispose in an approved landfill.

7 Handling & Storage HANDLING: Normal chemical handling. STORAGE: Keep containers closed when not in use. Store in cool ventilated location. Store away from oxidizers.

8 Exposure Controls / Personal Protection EXPOSURE LIMITS CHEMICAL NAME (E021)LINEAR ALKYL SULFONATE;TSRN 125438 - 5011P PEL (OSHA): NOT DETERMINED TLV (ACGIH): NOT DETERMINED ENGINEERING CONTROLS: adequate ventilation PERSONAL PROTECTIVE EQUIPMENT: Use protective equipment in accordance with 29CFR 1910 Subpart I RESPIRATORY PROTECTION: A RESPIRATORY PROTECTION PROGRAM THAT MEETS OSHA’S 29 CFR 1910.134 AND ANSI Z88.2 REQUIREMENTS MUST BE FOLLOWED WHENEVER WORKPLACE CONDITIONS WARRANT A RESPIRATOR’S USE. USE AIR PURIFYING RESPIRATORS WITHIN USE LIMITATIONS ASSOCIATED WITH THE EQUIPMENT OR ELSE USE SUPPLIED AIR-RESPIRATORS. If air-purifying respirator use is appropriate, use a respirator with dust/mist filters. SKIN PROTECTION: rubber gloves-- Wash off after each use. Replace as necessary. EYE PROTECTION: splash proof chemical goggles

9 Physical & Chemical Properties Specific Grav.(70F,21C) 1.055 Vapor Pressure (mmHG) ~ 18.0 Freeze Point (F) ~ 30 Vapor Density (air=1) < 1.00 Freeze Point (C) ~ -1 Viscosity(cps 70F,21C) 72 % Solubility (water) 100.0 Odor Sweet Appearance Light Yellow To Amber Physical State Liquid Flash Point P-M(CC) > 200F > 93C pH 5% Sol. (approx.) 8.1 Evaporation Rate (Ether=1) < 1.00

Page 3Substance or Preparation: DUSTREAT DC6109

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Percent VOC: 0.0 NA = not applicable ND = not determined

10 Stability & Reactivity STABILITY: Stable under normal storage conditions. HAZARDOUS POLYMERIZATION: Will not occur. INCOMPATIBILITIES: May react with strong oxidizers. DECOMPOSITION PRODUCTS: oxides of carbon and sulfur INTERNAL PUMPOUT/CLEANOUT CATEGORIES: "B"

11 Toxicological Information Oral LD50 RAT: 2,500 mg/kg Dermal LD50 RABBIT: 2,150 mg/kg

12 Ecological Information AQUATIC TOXICOLOGY Daphnia magna 48 Hour Static Renewal Bioassay LC50= 16; No Effect Level= 6.3 mg/L Fathead Minnow 96 Hour Static Renewal Bioassay LC50= 4; 10% Mortality= .78 mg/L Rainbow Trout 96 Hour Static Renewal Bioassay LC50= 7.1; No Effect Level= 5 mg/L BIODEGRADATION BOD-28 (mg/g): 303 BOD-5 (mg/g): 7 COD (mg/g): 860 TOC (mg/g): 200

13 Disposal Considerations If this undiluted product is discarded as a waste, the US RCRA hazardous waste identification number is : Not applicable. Please be advised; however, that state and local requirements for waste disposal may be more restrictive or otherwise different from federal regulations. Consult state and local regulations regarding the proper disposal of this material.

14 Transport Information DOT HAZARD: Not Applicable PROPER SHIPPING NAME: DOT EMERGENCY RESPONSE GUIDE #: Not applicable Note: Some containers may be DOT exempt, please check BOL for exact container classification

Page 4Substance or Preparation: DUSTREAT DC6109

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15 Regulatory Information TSCA: All components of this product are listed in the TSCA inventory. CERCLA AND/OR SARA REPORTABLE QUANTITY (RQ): No regulated constituent present at OSHA thresholds SARA SECTION 312 HAZARD CLASS: Immediate(acute) SARA SECTION 302 CHEMICALS: No regulated constituent present at OSHA thresholds SARA SECTION 313 CHEMICALS: No regulated constituent present at OSHA thresholds CALIFORNIA REGULATORY INFORMATION CALIFORNIA SAFE DRINKING WATER AND TOXIC ENFORCEMENT ACT (PROPOSITION 65): This product contains one or more ingredients known to the state of California to cause cancer. MICHIGAN REGULATORY INFORMATION No regulated constituent present at OSHA thresholds

16 Other Information NFPA/HMIS CODE TRANSLATION Health 2 Moderate Hazard Fire 1 Slight Hazard Reactivity 0 Minimal Hazard Special NONE No special Hazard (1) Protective Equipment B Goggles,Gloves (1) refer to section 8 of MSDS for additional protective equipment recommendations. CHANGE LOG EFFECTIVE DATE REVISIONS TO SECTION: SUPERCEDES --------- --------------------- ---------- MSDS status: 30-JAN-1997 ** NEW ** 11-FEB-2000 ;EDIT:9 30-JAN-1997 05-JUL-2001 12 11-FEB-2000 26-APR-2006 3,4,9,11,15 05-JUL-2001 18-JUL-2006 2 26-APR-2006 24-AUG-2006 2 18-JUL-2006

Page 5Substance or Preparation: DUSTREAT DC6109

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Page 221: Preliminary Environmental Management Plan

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" $ 6 ( $ � % 7

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Material Safety Data Sheet Issue Date: 19-AUG-2008 Supercedes: 19-APR-2004

DUSTREAT DC9148

1 IdentificationIdentification of substance or preparationDUSTREAT DC9148

Product Application AreaMaterial handling treatment

Company/Undertaking IdentificationGE Betz, Inc.4636 Somerton RoadTrevose, PA 19053T 215 355-3300, F 215 953 5524

Emergency Telephone(800) 877-1940

Prepared by Product Stewardship Group: T 215-355-3300 Prepared on: 19-AUG-2008

2 Hazard(s) identification

******************************************************************************** EMERGENCY OVERVIEW CAUTION May cause slight irritation to the skin. Potential skin sensitizer. May cause moderate irritation to the eyes. Mists/aerosols may cause irritation to upper respiratory tract. DOT hazard is not applicable Odor: Strong; Appearance: Amber, Liquid Fire fighters should wear positive pressure self-contained breathing apparatus(full face-piece type). Proper fire-extinguishing media: dry chemical/CO2/foam or water--slippery condition; use sand/grit. ******************************************************************************** POTENTIAL HEALTH EFFECTS ACUTE SKIN EFFECTS: Primary route of exposure; May cause slight irritation to the skin. Potential skin sensitizer. ACUTE EYE EFFECTS: May cause moderate irritation to the eyes. ACUTE RESPIRATORY EFFECTS: Mists/aerosols may cause irritation to upper respiratory tract.

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INGESTION EFFECTS: May cause slight gastrointestinal irritation. TARGET ORGANS: No evidence of potential chronic effects. MEDICAL CONDITIONS AGGRAVATED: Not known. SYMPTOMS OF EXPOSURE: May cause redness or itching of skin.

3 Composition / information on ingredients

Information for specific product ingredients as required by the U.S. OSHA HAZARD COMMUNICATION STANDARD is listed. Refer to additional sections of this MSDS for our assessment of the potential hazards of this formulation. HAZARDOUS INGREDIENTS: Cas# Chemical Name Range(w/w%) 25212-19-5 ADIPIC ACID, DIETHYLENETRIAMINE, EPICHLOROHYDRIN 30-60 POLYMER Irritant (eyes)

4 First-aid measures

SKIN CONTACT: Wash thoroughly with soap and water. Remove contaminated clothing. Get medical attention if irritation develops or persists. EYE CONTACT: Remove contact lenses. Hold eyelids apart. Immediately flush eyes with plenty of low-pressure water for at least 15 minutes. Get immediate medical attention. INHALATION: Remove to fresh air. If breathing is difficult, give oxygen. If breathing has stopped, give artificial respiration. Get immediate medical attention. INGESTION: Do not feed anything by mouth to an unconscious or convulsive victim. Do not induce vomiting. Immediately contact physician. Dilute contents of stomach using 2-8 fluid ounces (60-240 mL) of milk or water. NOTES TO PHYSICIANS: No special instructions

5 Fire-fighting measures

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FIRE FIGHTING INSTRUCTIONS: Fire fighters should wear positive pressure self-contained breathing apparatus (full face-piece type). EXTINGUISHING MEDIA: dry chemical/CO2/foam or water--slippery condition; use sand/grit. HAZARDOUS DECOMPOSITION PRODUCTS: oxides of carbon and nitrogen, hydrogen chloride FLASH POINT: > 200F > 93C SETA(CC)

6 Accidental release measures

PROTECTION AND SPILL CONTAINMENT: Ventilate area. Use specified protective equipment. Contain and absorb on absorbent material. Place in waste disposal container. Flush area with water. Wet area may be slippery. Spread sand/grit. DISPOSAL INSTRUCTIONS: Water contaminated with this product may be sent to a sanitary sewer treatment facility,in accordance with any local agreement,a permitted waste treatment facility or discharged under a permit. Product as is - Incinerate or land dispose in an approved landfill.

7 Handling and storage

HANDLING: Normal chemical handling. STORAGE: Keep containers closed when not in use. Protect from freezing. Do not store at elevated temperatures. Shelf life 270 days.

8 Exposure controls / personal protection

EXPOSURE LIMITS CHEMICAL NAME ADIPIC ACID, DIETHYLENETRIAMINE, EPICHLOROHYDRIN POLYMER PEL (OSHA): NOT DETERMINED TLV (ACGIH): NOT DETERMINED ENGINEERING CONTROLS: adequate ventilation PERSONAL PROTECTIVE EQUIPMENT: Use protective equipment in accordance with 29CFR 1910 Subpart I RESPIRATORY PROTECTION: A RESPIRATORY PROTECTION PROGRAM THAT MEETS OSHA’S 29 CFR 1910.134 AND ANSI Z88.2 REQUIREMENTS MUST BE FOLLOWED WHENEVER WORKPLACE CONDITIONS WARRANT A RESPIRATOR’S USE. USE AIR PURIFYING RESPIRATORS WITHIN USE LIMITATIONS ASSOCIATED WITH THE EQUIPMENT OR ELSE USE SUPPLIED AIR-RESPIRATORS. If air-purifying respirator use is appropriate, use any of the following particulate respirators: N95, N99, N100, R95, R99, R100, P95, P99 or P100. SKIN PROTECTION: rubber, butyl, viton or neoprene gloves -- Wash off after

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each use. Replace as necessary. EYE PROTECTION: splash proof chemical goggles

9 Physical and chemical properties

Specific Grav.(70F,21C) 1.068 Vapor Pressure (mmHG) ~ 18.0 Freeze Point (F) 29 Vapor Density (air=1) < 1.00 Freeze Point (C) -2 Viscosity(cps 70F,21C) 1300 % Solubility (water) 100.0 Odor Strong Appearance Amber Physical State Liquid Flash Point SETA(CC) > 200F > 93C pH As Is (approx.) 9.4 Evaporation Rate (Ether=1) < 1.00 Percent VOC: 0.0 NA = not applicable ND = not determined

10 Stability and reactivity

STABILITY: Stable under normal storage conditions. HAZARDOUS POLYMERIZATION: Will not occur. INCOMPATIBILITIES: May react with strong oxidizers. DECOMPOSITION PRODUCTS: oxides of carbon and nitrogen, hydrogen chloride

11 Toxicological information

Oral LD50 RAT: >5,000 mg/kg Dermal LD50 RABBIT: >2,000 mg/kg Skin Irritation Score RABBIT: 0.0 Eye Irritation Score RABBIT: 5.33 NOTE - Maximum score at 1hr; completely reversible by day 2 Skin Sensitization HUMAN: POSITIVE NOTE - Small number of positives recorded probably due to breakdown products Skin Sensitization G.PIG: NEGATIVE NOTE - Results are for material tested at slightly less concentration

12 Ecological information

AQUATIC TOXICOLOGY Bluegill Sunfish 96 Hour Static Acute Bioassay LC50= 4.5 mg/L Daphnia magna 48 Hour Static Renewal Bioassay LC50= 6.6; No Effect Level= .62 mg/L

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Fathead Minnow 96 Hour Static Renewal Bioassay LC50= .9; 20% Mortality= .62 mg/L Rainbow Trout 96 Hour Static Acute Bioassay LC50= 2.1; No Effect Level= 1 mg/L BIODEGRADATION BOD-28 (mg/g): 0 BOD-5 (mg/g): 0 COD (mg/g): 610 TOC (mg/g): 187

13 Disposal considerations

If this undiluted product is discarded as a waste, the US RCRA hazardous waste identification number is : Not applicable. Please be advised; however, that state and local requirements for waste disposal may be more restrictive or otherwise different from federal regulations. Consult state and local regulations regarding the proper disposal of this material.

14 Transport information

DOT HAZARD: Not Applicable PROPER SHIPPING NAME: DOT EMERGENCY RESPONSE GUIDE #: Not applicable Note: Some containers may be DOT exempt, please check BOL for exact container classification

15 Regulatory information

TSCA: All components of this product are included on or are in compliance with the U.S. TSCA regulations. CERCLA AND/OR SARA REPORTABLE QUANTITY (RQ): No regulated constituent present at OSHA thresholds NSF Registered and/or meets USDA (according to 1998 Guidelines): Registration number: Not Registered SARA SECTION 312 HAZARD CLASS: Immediate(acute) SARA SECTION 302 CHEMICALS: No regulated constituent present at OSHA thresholds SARA SECTION 313 CHEMICALS: No regulated constituent present at OSHA thresholds CALIFORNIA REGULATORY INFORMATION CALIFORNIA SAFE DRINKING WATER AND TOXIC ENFORCEMENT ACT (PROPOSITION 65): No regulated constituents present MICHIGAN REGULATORY INFORMATION No regulated constituent present at OSHA thresholds

16 Other information

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HMIS vII CODE TRANSLATION Health 1 Slight Hazard Fire 1 Slight Hazard Reactivity 0 Minimal Hazard Special NONE No special Hazard (1) Protective Equipment B Goggles,Gloves (1) refer to section 8 of MSDS for additional protective equipment recommendations. CHANGE LOG EFFECTIVE DATE REVISIONS TO SECTION: SUPERCEDES --------- --------------------- ---------- MSDS status: 19-APR-2004 ** NEW ** 19-AUG-2008 4,7,8,10 19-APR-2004

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? U A D ; < D : A L ? J A V W L ? ; C A D < ; F : D : = < ; C D F ? ; < X; C A D ? K J A < H ; : = V C D < H ? < D > V C D : ? R

�� 9 : > L J : ? O Y Z H A ? ? : ? > L = C D F A L ; ? C > : ? ; A = < F : < ;J A < H T < = > ? < D > ; : = V C D < H ? R

�� 9 : > L J : ? > L ? ; C D F > L = C D F H A < > C D F K L D H A < > C D F K? ; < J I X A L ; < D > = : J H < V < ; C A D R

�� 9 : > L J : ? C D X ; = < D ? C ; J A < H H A ? ? : ? G = A V = < C H J < = ? [: H C V C D < ; : ? D : : > G A = J < = ; A U U : = ; = : < ; V : D ; ? R

\ ] ^ _ ` a b c a d e f e g h ^ ]i L ? Y = : < ; j i k l m n o C ? < U < ; : D ; : > < D ; C X A B C > < D ; p > L ? ;

J A D ; = A H < F : D ; K > : ? C F D : > ; A C D @ C W C ; ; @ : ? L = G < J : A B C > < X; C A D < D > < ? < W C D > : = G A = H A E = < D I J A < H ? K : ? U : J C < H H TJ A < H ? A = C F C D < ; C D F G = A V M 9 O = : F C A D R

i L ? Y = : < ; i k l m n o J A V W C D : ? ; @ : G L D J ; C A D < H C ; T A G <U = A N : D < D ; C X A B C > < D ; E C ; @ H A D F X ; : = V q = : ? C > L < H r > L ? ;

J A D ; = A H J < U < W C H C ; T RY @ : < J J : H : = < ; : > A B C > < ; C A D U A ; : D ; C < H A G M 9 O J A < H ? C ?> L : ; A C ; ? L D C s L : J A V W C D < ; C A D A G U A = A ? C ; T K V A C ? ; L = :< D > ? L = G < J : J @ : V C ? ; = T R i L ? Y = : < ; i k l m n o C ? < U A H T X

V : = C J V < ; : = C < H ; @ < ; ? C F D C G C J < D ; H T = : ; < = > ? ; @ : ? L = G < J :A B C > < ; C A D K E @ C J @ C ? < J < ; < H T ; C J K : B A ; @ : = V C J K < D > ? : H G X? L ? ; < C D C D F = : < J ; C A D R Z D J A D ; = A H H : > A B C > < ; C A D J < D H : < >; A ? C F D C G C J < D ; O Y Z H A ? ? : ? < D > = L D < E < T ? : H G X @ : < ; C D FA G ; @ : J A < H C D ? ; A J I U C H : ? K ? C H A ? < D > C D ; A : < D > G < J :< = : < ? A G ; @ : V C D : ? R

M 9 O J A < H ? ; : D > ; A W : > L ? ; C : = ; @ < D A ; @ : = L ; C H C ; T J A < H ? K> L : ; A ; @ : C = C D @ : = : D ; G = C < W C H C ; T P : < ? : A G W = : < I < F : Q< D > E : < ; @ : = C D F U A ; : D ; C < H P U @ T ? C J < H W = : < I > A E D > L :

; A A B C > < ; C A D Q R i L ? Y = : < ; i k l m n o U = : N : D ; ? > L ? ; C D F W T; E A V : J @ < D C ? V ? [ W T = : > L J C D F ; @ : E : < ; @ : = C D F

U A ; : D ; C < H < D > < ? < W C D > : = K < F F H A V : = < ; C D F ; @ : G C D :U < = ; C J H : ? R

Y @ : < D ; C X A B C > < D ; < D > > L ? ; J A D ; = A H < F : D ; ? L D > : = ; @ :k A < H M H L ? j U = A F = < V < = : D A ; J A < ; C D F < F : D ; ? K W L ; ? U : XJ C < H H T > : ? C F D : > ? T D ; @ : ; C J V < ; : = C < H ? E @ C J @ C D @ C W C ; ; @ :? L = G < J : A B C > < ; C A D = : < J ; C A D A D ; @ : J A < H ? L = G < J : R Y = < X> C ; C A D < H A B C > < ; C A D J A D ; = A H V < ; : = C < H ? W < ? : > A D A C H K

U C ; J @ K ; < = A = H < ; : B K < = : L ? : > ; A U @ T ? C J < H H T J A < ; ; @ :? L = G < J : A G J A < H U < = ; C J H : ? < D > ? : = N : ? A H : H T < ? < W < = X

= C : = G C H V ; A ? H A E < C = = : < J @ C D F ; @ : J A < H ? L = G < J : ? Rk A < H M H L ? U = A F = < V V < ; : = C < H ? C = = : N : = ? C W H T W C D > ; A ; @ :

= : < J ; C N : J @ : V C J < H ? C ; : ? A D J A < H ? L = G < J : ? < D > C D @ C W C ;; @ : A B C > < ; C A D = : < J ; C A D Rt ? < J A V U < = C ? A D K ; = < > C ; C A D < H J A < ; C D F < D > J = L ? ; C D F

V < ; : = C < H ? K @ < N : W : : D < U U H C : > < ; m X u F < H p ; A D A G J A < H vE @ : = : < ? L D > : = ; @ : k A < H M H L ? ; = : < ; V : D ; U = A F = < V K

U = A > L J ; ? < = : < U U H C : > < ; w R m X w R x H W p ; A D A G J A < H A = H : ? ?; @ < D w R w y x F < H p ; A D A G J A < H R

z { b a _ f | } b b | a _ f c a d e ^~ A = < D ; C X A B C > < D ; < D > > L ? ; J A D ; = A H < U U H C J < ; C A D ? U = C A =

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Page 229: Preliminary Environmental Management Plan

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