terminals ptune t - port of vancouver · /&c/ zv€f e,cid, arivu’,j north vancouver project...

RE CE ‘EPLANNING t TfAflr OFIFJOOMENT

ptune APR 192012TERMINALS

VANCOu’ -EFPOR1 ..UTORlT’

April 18, 2012

Port Metro VancouverPlanning and Development Department100 The Pointe, 999 Canada Place Vancouver,BC,Canada, V6C3T4

Attention: Mr. Timothy Blair

Subject: Permit Application for the proposed upgrade existing facilities for handlingof phosphate rock

Dear Mr. Blair,

Please accept these copies of the listed drawings to supplement Neptune’s PMV ProjectReview Application for the subject upgrade existing facilities for handling of phosphaterock project.

Please find attached:

• A complete and signed application form

• Detailed Project Brief

• Air Quality Management Permit No.GVAOO81

• Waste Discharge Permit No.SC-100002-NSSA

• Dimensioned, 11x17, 8.5x11 drawingso DWG 287582-GA-100-100-01O1-O1 — Craig Project - location Plano DWG 287582-GA-100-100-01O1-04 — Craig Project - Environmental Systemso DWG 287582-GA-100-100-O1O1-02 — Craig Project - 4Hoppers &Track6 load

—out buildingo DWG 287582-AR-100-100-0120-o1 — Craig Project - Pre-engineered storage

buildingo DWG 287582-AR-100-100-0122-o1 — Craig Project - Pre-engineered storage

building

• $2,800 Planning Review with Consultation Fee

• $10,000 Documentation Deposit

Yours sincerely,

Paul Edgcumbe, P. Eng.Manager, Engineering & EnvironmentNeptune Bulk Terminals (Canada) Ltd.1001 Low Level Road, P.O. Box 86367North Vancouver, BC WL 4K6pedgcumbeneptuneterminals.comDirect: 604.983-4412, Fax: 604.985.8941www.neotuneterminals.com

of 1

PORT METRO - - -

vancouver Project Review Application FormInformation supplied in this application may be made public during consultation with adjacentmunicipalities, First Nations groups and other interested parties, as well as to other members of thepublic through the Access to Information Act. Please advise PMV of any commercially or financiallysensitive information which you do not want provided to third parties.

Company Neptune Bulk Terminals Ltd. Contact Paul Edgcumbe

No. & Street 1001 Low Level Road PD Box 86367 Title Manager, Engineering & Environment

City North Vancouver Phone 604-983-4412

Postal Code V7L 4K6 Email [email protected] Fax 604-985-8941

Tenant File Number Contact

Company Title

No. & Street Phone

City Email

Postal Code Fax

Location/Address/Legal Description City

/&c/ ZV€f e,cid, AriVu’,j North Vancouver

Project Description Summary (attach detailed description and rationale as necessary)

Neptune Bulk Terminals Ltd. (Neptune) is proposing to upcráde exiáting facilities for handling of phosphate rock.Plans exist to replace storage silos with a fully enclosed bulkmaterial storage facility for the purposes of transferenceand storing phosphate rock. Existing conveyor systems for the silos will be utilized while three additional conveyorswill be added. Associated infrastructure upgrades such as the storm water system and electrical are also in thedesign phases. Applicable emission control technology will also be upgraded to accommodate new bulk materialhandling equipment. Detailed preliminary drawings of the proposed works are affached for reference. Please see thepreliminary design plans attached, updated plans will be provided as the project design progresses.

Floor Area 7000 mA2 (Phos Rock Bid) 670m2 Coal Dumper Height of proposed structure(s) 30m (Phos Rock Bid.)

Describe in-water works if any

Not Applicable

Required utility connections: III power ii gas • water • sanitary • stormPresently on site: III power gas Ill water III sanitary • stormModifications required: II power II gas III water • sanitary • storm

Other req u i red approvals: Air Permit Metro Vancouver, Demolition Hazard Assessment Work Safe, GVS&DD Permit, Old Railcar Loading System

ICAN

ENAN1Xd,tfrci cve)

Approx. construction value Proposed start date Proposed completion dateMay 1st, 2012 May 1st2013

PRO3ECT ENVtRONiENtAL IMPLICATXQNS

Include rn-wte, rks dchtgs to Jap1 or w4ter byptpe pdientki1iachateE, ‘olcontamination pdtcnia1, ir cris.iors, ha1,ftat /mpacts etc Atrarh dctkU decrIelntWdfn’ i

drz wings and plans, as well as prasrd rnitiqat!øn s a,prcprte —

No significant environmental implications are anticipated since the proposed works are only anupgrade of existing facilities. A net environmental benefit is anticipated since no new bulkmaterials are being handled; yet bulk handling equipment, storm water infrastructure and emissioncontrols are being upgraded.

Will the proposal involve off-site impacts (e.g. traffic, noise, views, glare, dust)? LI yes no

Comments:

As per conditions under Metro Vancouver Air Discharge permits necessary for operation of emission controltechnology of bulk material handling systems, no visible fugitive dust emissions are permissible. A temporaryincrease of traffic is expected for vehicles of workers and transport of materials required during construction

only. Proposed building and associated structure heights will not exceed those of existing facilities on site.

Does the proposal affect any known historical or archaeological feature? LI yes no

Comments:

All proposed works are within current footprint of the industrially utilized space on the Neptune site,minus a small corner area sub lease from Lynnterm site to be utilized 20x30m.

Does the proposal involve fill? If yes, please specify: 11 yes LI no

Length (m) Please Provide Width (m) Please Provide Volume (m3) Please Provide

Does the proposal involve dredging? LI yes Iii no

If yes, please complete a dredging application form.

XNFRMA

Obtained sublease for 391 m”2 from Lynnterm (neighbouring site)

For in-water works, are you or Port Metro Vancouver the upland owner? III yes LI no

If no, please attach letter of consent from upland owner.

Do you have an existing lease/licence/easement with Port Metro Vancouver for iii yes LI no

the property or waterlot?

If yes to the above, is the proposal permitted under the terms and conditionsof your agreement? Comments: III yes LI no

Is the proposal entirely within your leasehold area? If not, what arrangements LI yes nohave you made with Port Metro Vancouver or other landowners?

I/we certify that I/we have reached the age of majority and the information provided inthis application and supporting documentation is correct to the best of my/our knowledge.

Applicant Tenant (when not applicant):Paul Edgcumbe N

Tlt Manager Engineering and EnvironmentTitle

Date Date

4p;/ /2__2/2Signature Signature

This signature signifies the applicant may act on mybehalf during the course of the permit review process

Application fee submitted: $ Documentation deposit submitted: $ /4See page 16 in Project Review Guide See page 16 in Project Review Guide

Please send all completed applications to:

Port Metro Vancouver

Planning and Development Department

100 The Pointe, 999 Canada Place

Vancouver, BC Canada V6C 3T4

Applications for Environmental EAP review will be redirected to the appropriate

department.

Hatch MottMacDonald

PROJECT 287582

Agrium

IMPORTED PHOSPHATE ROCK

TERMINAL PROJECT

Project Report for Issue to


Prepared for:


100 The Pointe, 999 Canada PlaceVancouver, BC V6C 3T4Canada

Dcn

Hatch Mott MacDonald Ltd.Suite 1010— 1066 West Hastings Street

Vancouver, BC V6E 3X2T: 604.629.1736 • F: 604.639.1191

www.hatchmott.com

Hatch MottMacDonald

Imported Phosphate Rock TerminalProject Report for Issue to Port Metro Vancouver

Document Number 287582-PM-352-S0-0001 Rev. A

Issue and Revision Record

Rev. Description Date

I Issued for Draft 27 February 2012

Originator Checker Approver

N. Stewart j D. Bose T. Purdon

Copyright Dedarabon

Copyiight© 2010-Hatch Mott MacDonald Inc All lights reserved.

Agrium COMMERCIAL CONFIDENTIAL

Primary Contact

Tony Purdon, P. Eng Engineer of RecordSenior Vice President1066 West Hastings Street, Suite 1010Vancouver, BC V6E 3X2

T: 604.629.1736F: 604.639.1191

tony.purdonhatchmott.com

287582-PM-352-S0-0001 Rev. A

Hatch Mott Imported Phosphate Rock TerminalMacDonald Project Report for Issue to Port Metro Vancouver

TABLE OF CONTENTS

1.0 PROJECT BRIEF I

2.0 OVERVIEW I

3.0 EXISTING INFRASTRUCTURE 2

4.0 NEW INFRASTRUCTURE 2

5.0 DEMOLITION 2

6.0 SITE SERVICING 36.1 Wash-down 3Table 6.1: Phos rock Wash-down water 46.2 Storm Water& Water Supply 56.3 Fire Protection 56.4 Electrical 6

7.0 DUST CONTROL 6Table 7.1 Dust Control Measures 7

8.0 RAIL 7

9.0 SITE WORKS 8

10.0 ENVIRONMENTAL CONSIDERATIONS AND BMPS 810.1 Air Quality 8

10.1.1 Construction 810.1.2 Operations 910.1.3 Mitigation 9

10.2 Water Quality 910.2.1 Construction 910.2.2 Operations 1010.2.3 Mitigation 10

10.3 Noise 1010.3.1 Construction 1010.3.2 Operations 1110.3.3 Mitigation 11

10.4 Ambient Light 1110.4.1 Construction 1110.4.2 Operations 1110.4.3 Mitigations 12

10.5 VisualEffects 1210.6 Off-Site Impacts 1210.7 Contaminated Soils 1210.8 Spills 12

Akgriun TABLE OF CONTENTS287582-PM-352-SO-0001 Rev. A

Hatch MottMacDonald


PROPERTY AGREEMENTS 13

BUILDING PERMIT 13

LIST OF APPENDICES

A Project Site PlansB Existing Site PermitsC Project Drawings

Agrium TABLE OF CONTENTS III287582-PM-352-SO-0001 Rev. A

11.0

12.0


1.0 PROJECT BRIEF

The purpose of this Project Report is to support the application for a Project Permit from Port MetroVancouver (PMV) with respect to the “Craig Project”, which details the reinstatement of phosphaterock (phos rock) importation at Berth 3 of Neptune Bulk Terminals (Canada) Ltd. (NBT). NBT is abulk materials handling terminal in North Vancouver, BC that principally handles potash and coalexports. It also handles limited amounts of other export commodities including canola oil,agri-products and fertilizer. In all cases the commodities are received at the terminal by train andexported in dry or liquid bulk carriers, Importing phos rock at NBT began in the late 1960s andcontinued in varying volumes through to 2003. In 2003 Agrium began to source its phos rock fromthe Kapuskasing Phosphate Mine (KPO) in Eastern Canada.

Agrium’s existing supply of phos rock from the KPO mine is expected to end in the first half of 2013.For this reason, Agrium must source economically viable phos rock from an alternative source tomaintain operations at its Redwater Phosphate Operations plant after that time. After reviewingmany options, the only viable sources of suitable phos rock are from off-shore sources.

To this end, Agrium has initiated the Imported Phosphate Rock Terminal Project (also known as theCraig Project), which is a brownfield project at NBT. The project is to reinstate operations as theywere during the previous importing of phos rock at this terminal. The project intention is to useexisting infrastructure with upgrades as appropriate to ensure a low maintenance operation throughthe project design life. In resuming these operations, modern design principles and equipment willbe incorporated into the existing facility to ensure engineering best practices are being employed.The proposed refit is on the critical path to maintain phos rock operations once KPO is shutdown.NBT would begin importing phos rock in 2013.

This project is not implementing any change in operation from the phos rock imports of previousyears. For this reason, it does not impose any changes to the facilities on land or water and iscompliant with PMV’s Land Use Plan. Additionally, there is no dredging, in-water works, or landreclamation associated with this project. Finally, there are no foreseen off-site impacts that mayaffect neighbouring residents, industrial users, or commercial users. There are no newenvironmental permits required for the Craig Project; however, some amendments will be required.NBT’s current permits authorize all discharges contemplated by the project.

2.0 OVERVIEW

Following various studies with respect to unloading strategies for the phos rock material, importationusing Supramax vessels with gear mounted cranes and equipped with specialized terminal providedgrabs was chosen as the most suitable option for Berth 3 unloading. These Supramax shipsmanoeuvre well and have draft requirements of less than 13.7 m, meaning no additional dredging isrequired at the berth beyond normal maintenance dredging. The ship’s gear mounted cranes willunload product into four new dedicated shore based travelling hoppers. Each hopper will beprovided with dedicated onboard dust collection and suppression equipment, wind guards, a spillplate, and a covered conveyor.

A

JkgriumPage 1

287582-PM-352-50-0001 Rev. A


The four travelling hoppers will transport material to an existing conveyor RI, which will in turntransfer material onto a new transfer conveyor R2 and then on to the new tripper conveyor R3 whichwill discharge material into a new storage building.

Reclaim of the phos rock product will commence from the existing reclaim tunnel, which is positionedbelow the storage building, via the existing reclaim conveyor CVI. Phos rock will then transfer to anew transfer conveyor CV2 and then on to a new shuffle conveyor CV4 where it will discharge intofour specialized weigh-bins housed within a new railcar loading station positioned over Track 6. Thematerial will be discharged from these bins into railcars for transportation to the Redwater PhosphateOperations plant. The position of the new railcar loading station was selected following variousoption studies to optimize handling of all commodities through this terminal while maximizing accesspast this infrastructure. Refer to the Project Site Plan found in Appendix A of this document forillustration of these elements.

3.0 EXISTING INFRASTRUCTURE

It is the project intention to reuse the existing structures such as the reclaim tunnel, transfer towersand conveyors without modifications and with only minimal rehabilitation where possible since theyare being used in the same configuration as they were originally designed for and as the currentdesign does not impose additional loads on them.

4.0 NEW INFRASTRUCTURE

There are two new buildings to be constructed for this project. The first is the new phos rock storagebuilding, a pre-engineered structure with an A-frame configuration and with a volumetric capacity ofapproximately 60,000 t of phos rock and a size of 7,150m2,which replaces the storage bins usedpreviously in this operation. This building will be similar in cross-sectional dimensions andappearance as the adjacent potash storage buildings and will be obscured from the view of residentsto the north by these existing buildings. The second new structure required for this project is therailcar loading station to be located on Track 6. This structure will be smaller in size than theexisting loading station situated on Track 4.

In addition, other miscellaneous new infrastructure to be constructed include: a new escape tunnelfrom the existing reclaim tunnel to provide egress at its north-east end; a new transfer towerbetween conveyors CV2 and CV4, which replaces an existing transfer tower on Track 4 to bedemolished; four new travelling hoppers to allow off loading of material from the ships to the on landconveyor Ri, which replace the two existing travelling hoppers used in earlier operations; as well asnew conveyors necessary to replace existing conveyors that were at the end of their useful life orwhich are required to accommodate the revised position of the railcar loading station.

5.0 DEMOLITION

The option studies which identified the location of the new railcar loading station also identified theneed to relocate existing rail tracks closer together and towards the north to maximize access pastthe new infrastructure. As a consequence of these rail track shifts some of the existing infrastructurecame into conflict with revised rail clearance envelopes and so will be demolished. These include:

½riuLrr1 287582-PM-352-SO-OOO1Re., A


conveyor CV2 which runs from the existing reclaim tunnel to the new transfer tower prior to therailcar loading station; Transfer Tower ‘E’; and conveyor CV3, which runs between Transfer Tower‘E’ and the existing railcar loading station on Track 4. The existing railcar loading station will remainand only portions of it that project into new railcar clearance envelopes will be demolished.

6.0 SITE SERVICING

Included in the scope of this project are some upgrades and replacements as well as protection andtie-ins to existing infrastructure for the various site services on the NBT property.

6.1 Wash-down

As a part of the plant’s operational requirements, area-specific wash-down capacity will be providedin the following locations: the park positions of the travelling hoppers, the outgo area of the railcarloading station, and the storage building entrance location. As a part of this system, each area willbe equipped with wash-down water supply, collection, and conveyance to the existing wash-downwater system. Wash-down water will eventually be conveyed to the existing dry-bulk treatmentfacility for potash operations; where the effluent will be discharged under the current permit criteriainto the North Vancouver/GVS&DD sanitary sewer. This discharge will use the existing dry-bulkeffluent 8-inch force main, as is currently done. Under no circumstances will the wash-down waterbe discharged directly into the Burrard Inlet or to the site storm sewer system.

The modifications and improvements to the existing system that are contemplated for this projectinclude: wash-down slabs with dedicated sumps and containment walls and/or curbs; additionalsumps along Berth #3; addition of new oil/water separators; enlargement and modifications to theexisting settling basin near the potash pond; and replacement of the existing settling basin near thenew storage building. Settling basin upgrades and replacements will be designed to remove 85% ofTSS at the maximum design peak flow and the oil/grit separator will discharge 15mg/I ofhydrocarbons and less than 600 mg/I of TSS as per Neptune’s current permit. All other dischargecriteria stipulated in the existing permit including ph, nitrogen content and metals content will be metthrough treatment at the existing dry-bulk treatment facility as was done in previous operations. Theoverall rate of discharge will be reduced by an estimated reduction of 4.7 LIs as a result of theredirection of stormwater from the storage roof building to Burrard Inlet.

Given the design of the new facilities and improvements to the existing wash-down water and drybulk treatment facility, the proposed phos rock operation will not have a negative effect on theexisting system’s capacity to treat and discharge effluent. The following table lists the wash-downwater and surface runoff associated with the phos rock operation as well as the anticipated effectson the existing water treatment and effluent discharge system on site.

1 Page 3j4Jjj 287582-PM-352..SO-0001 Rev. A

Hatch MoUMacDonald


Table 6.1: Phos rock Wash-down water

Incremental tothe currentPhos rock wash-down water Estimated Flowwater Notesand storm water source Rate (us)treatment

facility?

This wash-down operation will occuronly rarely when material is plugged inthe hopper since these hoppers havebeen designed for maximum moisture

Travelling hopper washingNO

- content. The wash-down flow will beduring unloading operation managed locally with operational

measures so that wash-down will onlyoccur at periods of low effluent due toother operations and so no extra flowwill be added to the system peak flow.

Surface runoff generated from It will be controlled operationally totravelling hopper during 2.8 I/s (total for ensure that no unloading operationYESunloading operation (2-year four Hoppers) would occur during heavy rainfallstorm event) events.

No difference between pre-developmentConveyor Ri washing NO- and post-development conditions.

The Hopper will be dry cleaned at theparking area. Any contaminated stormTravelling hopper at parking

NO - water from the hoppers and the parkingareaarea will remain the same as that of predevelopment conditions.

The wash-down water generated fromthe railcar washing will be detained inRailcar washing at railcar

YES 6.0 I/s an adequately sized sump and will beloading Stationreleased through the loading cycle tominimize the effluent discharge rate.

Surface runoff generated fromYES 1.0 I/srailcar washing station

NO. with The surface runoff generated from thereduced flow storage roof will be collected, locally

Storage building site roof runoff compared with(-) 18 I/s

treated, and discharged to the storm(2-year storm event) pre- sewer system. Currently it is being

development treated by the existing dry-bulkconditions treatment facility

Storage building site equipment Can be washed down during no wash-YES 3.5 I/swash-down down at other locations

Total incremental change inflow to the existing water

Estimated decrease of 4.7 ustreatment and effluentdischarge system:

Agrium Page 4287582-PM-352-SO-0001 Rev. A


6.2 Storm Water & Water SupplyThe new phos rock storage building will require protecting or relocating some of the existing watersupply and storm water systems These include the partial relocation of both the 8” dia. water main,which runs along the railway tracks on the south side of the storage building and the 24” dia. stormsewer, which runs along the north side of this building.

New water supplies for hose stations will be provided at the travelling hopper operating and wash-down areas, the storage building entrance, and the railcar loading station where it will be used bothfor hose stations and a permanently installed railcar washing system.

Water flow at the existing supply loop has been measured and is considered to be adequate foranticipated wash-down requirements. Pressure boosting will be included if required based onoperational concerns.

Storm water will be collected from most of the project site using both new and existing sumps,swales and trenches and will be directed to the existing dry-bulk treatment facility prior to dischargeinto the GVS&DD sanitary sewer as is currently done. The sources comprising this flow include thetravelling hoppers, the area along Berth #3 and conveyor Ri, the hopper parking area, the railcarloading station and the perimeter of the storage building. One exception to this is the stormwaterrun-off from the storage building roof, which will not be expected to include entrained material and sowill be collected in a supplier-provided roof drainage system. This roof run-off will be directed intothe existing site-wide storm water system where it will be discharged into Burrard Inlet. Thisstormwater discharge is permitted under the City of North Vancouver’s Sewerage and DrainageUtility Bylaw, 1995, No. 6746.

6.3 Fire Protection

Fire protection will be provided via hose connections, standpipes and sprinklers at select locations.Following code consultant review of the buildings and structures provided under this project scope, itwas established that in general sprinklers were not required at any new or existing structuresprovided that non-combustible construction was used and that standpipes and fire hose connectionswere provided in accordance with code. The exception to this is the existing reclaim tunnel, whichhas been provided with a dry sprinkler system to satisfy the requirements for basements.

Fire water for the systems associated with this project will be extracted from the city water supplycurrently feeding the site. As the pressure of this supply can vary depending on the time of day andthe amount of water consumption from other on-site activities, a fire water booster pump will beinstalled to ensure adequate pressure at elevated floors. Site evaluation was completed to confirmadequate flow capacity for this system. System design, including fire pump selection and installationwill be carried out in accordance with the requirements of NFPA 20 and 24 (for the associated pipingand fixtures).

A fire department connection will be installed to provide an additional source of pressurization ifdeemed more appropriate during an incident. To facilitate pressurization of the entire system byeither the fire pump or the fire department connection, a ring feed will be installed around the newphos rock storage building.

.kgriuiri A

Hatch Mott Imported Phosphate Rock Terminal

_____

j MacDonald Project Report for Issue to Port Metro Vancouver

All standpipe and fire hose stations will be provided with alarms that feed back to the existingcentralized fire control panel and will be provided with a redundant loop.

6.4 Electrical

As a consequence of incorporating modern design principles and equipment into this facility,additional automation and material handling efficiencies will be added to the work. The controlsystems provided in the previous operations will be replaced with modern PLC’s and will beintegrated into the existing central control system.

These modernizations will place a slightly greater demand on the site-wide electrical system,increasing the electrical load by approximately 750kW from that demanded in the previousoperations; an increase within the existing substation capacity. Also as a part of this modernizationa new 12.5kV feeder cable will be provided from the existing substation to a new electrical roomlocated to the north-east of the new storage building to ensure an independent power supply; afeature not present in the previous operations.

The new electrical room will power the new and existing conveyors, storage building, railcar loadingstation, area lights, associated pumps, and dust collection equipment. The existing electrical roomat the head end of conveyor Ri will be outfitted with new electrical equipment with medium-voltagepower fed from the new electrical room. This equipment will power the travelling hoppers andassociated pumps, lighting and dust collection equipment for this area.

New lighting will be installed on the structures and conveyor equipment and will incorporate shieldingto direct light within the site boundaries.

7.0 DUST CONTROL

Existing infrastructure or ‘replacement in kind’ will be used to transfer phos rock from vessels at Berth #3to the storage building and reclaimed from this building to railcar loading station, which will transfer thismaterial into railcars. Infrastructure upgrades and modifications specific to the reduction of dustemissions include passive and active dust control as well as high efficiency dust collection andcontainment systems (equivalent capture efficiency to a baghouse). Some of these modifications are asfollows and summarized further in Table 7.1:

• Vessel unloading equipment: addition of baffles, fog and/or mist, dust skirts and a collection andcapture system to collect both small and large particulate material.

• Conveyors: addition of controlled flow chutes and an insertable dust capture system.

• Phos rock storage: Replacement of existing storage silos with a single A-frame type storagebuilding, maintained at negative pressure. Dust capture and collection systems will be located inclose proximity to the building in place of vents on previously permitted works (now demolished).

• Railcar Loading Station: a high efficiency dust collection and containment system will be added tothis structure.

The proposed modifications will result in an overall decrease in dust emissions relative to those from2003 when the facility was last operational. Analytical tests completed on the phos rock indicated thepresence of a very low level of pure crystalline silica resulting in the dust (for silica purposes) being

•1 Page 6LL4..L.L[ 287582-PM-352-SO-0001 Rev. A

Hatch MottMacDonald


classified under the “Particle Not Otherwise Classified” nuisance dust standard of 3.0 mg/rn3 for respirablesized dusts. The BC Occupational Exposure Limit for pure crystalline silica is 0.025 mg/rn3. Through theuse of suitable capture equipment (baghouse or high efficiency scrubber) the majority of particulatematter, including the silica, will be collected. Given the low levels of silica present in the phos rock andthe high degree of dust control, air born levels of silica that exceed guidelines are not anticipated.Emission control works will be regularly maintained to ensure levels do not exceed guidelines.

Table 7.1 Dust Control Measures

Project Component Dust Control Measure

Offloading of phosphate rockassociated with Berth 3

Conveyors and transfer pointsassociated with Berth 3 used totransport phosphate rock

Phosphate rock storage silos (nowreplaced with a storage building)

Phosphate rock loadout building(now referred to as the railcarloading station)

8.0 RAIL

• Use of modern specialized grabs to minimize spillage

• Instrumentation that prevents the grab from opening too highabove the hopper grizzly or outside of the hopper skirting

• Automatic control to prevent the grab from unloading at a ratethat cannot be handled by the installed systems

• A water-based suppression system will be used on the hopperto minimize dust rising during loading

• An air collection plenum will be located in the hopper andbaffles will be provided to redirect displaced dust volume backtoward the bottom of the hopper

• Exhaust air from the plenum will pass through a dust captureand collection system before it is discharged

• Curved “controlled flow” chutes will be used to prevent “freefalling” product.

• Fine particles will be captured by a dust collection system.

• Phos rock will be dumped into a spiral chute, which will depositmaterial at the ground floor level with minimal free-fall. Oncean initial pile has been formed, additional material will then bedeposited against its sloping face.

• The storage building will be ventilated through high efficiencycapture devices and be maintained at negative air pressure.

• Loader operators in this building will operate equipmentprovided with exhaust scrubbers and sealed environmentallycontrolled operator’s cabins.

• Dust will be controlled by creating a negative pressure in thekey areas within the railcar loading station. The loading pointswill be provided with a dust collection system.

• the loadout building will contain a high efficiency dust captureand collection system

Various options were studied for the preferred location of the railcar loading station to optimizehandling of all commodities through this terminal. Following these studies, Track 6 was chosen as

Jkrium Page 7287582-PM-352-SO-0001 Rev. A


the location for this station, with the consequent requirement that rail tracks must be shifted closertogether and toward the north to provide increased access south of the new structure. These railshifts complete with associated switches, etc. will be constructed to coordinate with the constructionof new infrastructure adjacent to them.

9.0 SITE WORKS

The required site development works for this project include site grading at the new storage buildingincluding minor excavation and backfill at both building sites required for foundations construction.In addition, the majority of the area will have an asphalt pavement to ensure easy access for mobilemachinery as well as helping to convey surface runoff into their appropriate drains.

10.0 ENVIRONMENTAL CONSIDERATIONS AND BMPS

During the construction and terminal operations of this project there are only minor environmentalimpacts anticipated. These are listed below in addition to the proposed mitigating steps and bestmanagement practices.

10.1 Air Quality

Project activities during construction and operation will release criteria air contaminants (CACs)including sulphur dioxide, oxides of nitrogen, carbon monoxide, particulate matter and volatileorganic compounds). In North Vancouver, the release of CACs is authorized by the GreaterVancouver Regional District (GVRD, now Metro Vancouver) under the provisions of the GVRD AirQuality Management Bylaw. Emissions at the proposed project site are currently authorized in thepermit outlined below which is held by NBT and can be found as reference in Appendix B of thisdocument:

Air Quality Management Permit—(No. GVAOO81) issued on July 16, 1999; amendedSeptember 15, 2004; and again amended on May 16, 2008.

The existing air discharge permit allows for emissions from the following locations; marine vesselunloading equipment and hoppers, all conveyors and transfer points associated with Berth No. 3used to transport phosphate rock, two silo vents at phos rock storage, and bag house exhaust at thephosphate rock railcar loading station. In each case, improvements to the dust collection system asa result of this Project will result in an overall reduction in discharges relative to the permittedcriteria. However, the permit will require amendment to represent the new and improved dustsuppression and collection system.

10.1.1 Construction

Emissions during construction will be nominal and are not expected to substantially affect local air quality.These emissions are associated with the removal and replacement of old infrastructure. Generally,emissions from construction are proportional to the disturbed land area and the level of construction andlimited to periods of the day and week when the construction activities take place. Regardless, theseactivities are expected to be mitigated further through the application of mitigations listed below.

1 Page 8.LL41J[ 287582-PM-352-50-0001 Rev. A


10.1.2 Operations

Due to modifications to dust collection infrastructure, activities during the operations phase of theproject will result in an overall decrease in emissions relative to 2003 when the facility was lastoperational. Some of the modifications are not listed in the existing NBT permit. As a result, a minoramendment will likely be required.

The steps that will be taken during operations at the plant with respect to air quality have beendescribed in detail in Section 7.0 — Dust Control.

10.1.3 Mitigation

Though no exceedances in guidelines are anticipated, the following mitigations will be followed:

• Established industry maintenance practices

• Emissions control technology (see section 7.0)

10.2 Water Quality

Project activities have the potential to affect water quality as a result of dewatering during the constructionphase and the collection of storm water and wash-down water during operations. On site discharge tothe sanitary sewer is authorized under NBT’s permit SC-100002-NSSA, which is detailed below andreferenced in Appendix B.

• Waste Discharge Permit—(No. SC-100002-NSSA) issued on November 1, 1991; and lastamended on November 16, 2007

This permit allows a maximum daily discharge of 3,500 m3/day with a maximum instantaneous peakflow rate of 63.0 litres/second.

Effluent discharge is expected to be at or slightly below existing levels and therefore, we do notexpect to require an amendment to Permit No. SC-100002-NSSA, other than to identify new sourceand sampling location.

On site stormwater discharge to Burrard Inlet must comply with water quality standards as outlinedin the Environmental Management Act. As a result, no deleterious substances will be dischargedand therefore all activities will be compliant with section 36 of the Fisheries Act and the water qualityrequirements of the City of North Vancouver’s Bylaw No. 6746.

10.2.1 Construction

The groundwater table at site is 0.6 to 1.2 m above mean tide level whereas ground elevation is 3.6 mabove mean tide level. As a result, ground water may reside as high as 2.4 m below grade. This level isI m above the bottom of the reclaim tunnel that is being refurbished and may be above the depth of somefoundation preparation work and some tunnel modification work. As a result, it is expected that somedewatering will be required during construction. Groundwater collected from dewatering will betemporarily stored on site while testing to determine contaminant levels is conducted. Based onanalytical results, groundwater will be disposed of in an appropriate off-site disposal location or will betreated at the existing dry-bulk treatment facility prior to discharge into the GVS&DD sanitary sewer withinthe criteria stipulated by the current permit.

Page 9ii.i.tri 287582-PM-352-50-0001 Rev. A

Hatch Mott Imported Phosphate Rock TerminalMacDonald

__________

Project Report for Issue to Port Metro Vancouver

Due to the off-site disposal of groundwater there will be no increase in water discharge during theconstruction phase and therefore activities will be compliant with existing discharge permits. However,minor amendments to permits may be required to identify new source locations and systems.

10.2.2 Operations

The steps that will be taken during operations at the terminal with respect to waste water and stormwater have been described in detail in Section 6.1 —Wash-down and Section 6.2- Storm water &Water Supply.

The existing, modified and new settling basins provided with this project will ensure that wash-waterand storm water that flow into the existing dry-bulk treatment facility will be of a quality that can betreated and discharged into the GVS&DD sanitary sewer within the criteria stipulated by the currentpermit. The rate of discharge to the GVS&DD will be reduced by an estimated reduction of 4.7 LIs asa result of the re-direction of stormwater from the storage building to a stormwater drain discharginginto Burrard Inlet.

No increases in effluent to the GVS&DD sanitary sewer is anticipated and the small increase of 18 Us instormwater discharge to Burrard Inlet is compliant with the Fisheries Act and the Corporation of the City ofNorth Vancouver Bylaw. As a result, planned project activities will be compliant with existing permits andbylaws.

10.2.3 Mitigation

Mitigations in place to address potential effects on water quality are as follows:

• Water from construction dewatering will be removed from site and disposed of in an appropriatelocation based on its level of contamination or treated in accordance with the existing permit;

• Storm water, and wastewater associated with this project scope will be collected and treatedbefore discharge from the site in accordance with the existing permit and bylaw.

10.3 Noise

Increases in noise levels due to project based activities are most likely to occur during the constructionphase of the project due to the presence of heavy equipment. During the operations phase increases innoise level will be minimized through project design. Measures taken to ensure that noise levels arecompliant with the noise-by-law for the City of North Vancouver are outlined below.

10.3.1 Construction

Construction equipment and associated activities will be largely limited to use of excavators, rough terrainmobile cranes, dump trucks and semi-trailers carrying construction materials. Pile driving equipment maybe required depending on the type of foundation to be used at the railcar loading station and transfertower ‘F’. High sound power level activities, such as blasting, will not be required. Due to the intermittentuse of equipment and the limited amount of high sound power level equipment (i.e., possibly pile drivers)it is not anticipated that sound levels will exceed the City of North Vancouver’s noise by-law number 5819(i.e., 80 dB(A) daytime) measured at the point of reception. In addition, construction activities will belimited to the daytime hours (07:00 — 20:00 h with a further noise restriction on weekends and publicholidays to include 07:00 to 09:00 h) as stipulated in the by-law.

AJ—lgriu.rn Page 10

287582-PM-352.SO-0001 Rev. A

J

I Hatch MoU Imported Phosphate Rock TerminalI MacDonald Project Report for Issue to Port Metro Vancouver

10.3.2 Operations

NBT is situated in an industrialized area of terminals, commercial businesses, and other activities, whichcollectively contribute to the ambient noise environment. Renewed activities on the site will generatenoise levels consistent with historical phos rock import activities. Noise generators associated with theproject include trains, conveyors and dust suppression equipment, all of which were present in pastoperations.

Train movements with the renewed operations are consistent with those that occurred historically at thesite. Seven phos rock trains will visit the terminal each week. No shunting is required due to the length ofthe trains (37 cars). No increase in frequency of bells and whistles from trains is expected because no at-grade crossings in the area will be affected. The noise generated from this renewed activity is notexpected to be greater than the noise generated historically for this operation. Noise levels are expectedto be within the current City of North Vancouver by-law limits.

Noise generated as a result of on-site equipment such as conveyors, dust capture and collection systemswill be reduced to the greatest extent possible through project design. This will ensure compliance withcurrent City of North Vancouver noise by-law. Following project start-up, noise levels during projectoperation will be compared with ambient levels. If noise from project activities is detected above ambientlevels additional measures will be taken to reduce sound.

10.3.3 Mitigation

NBT is committed to bi-annual community noise monitoring to ensure compliance with City of NorthVancouver by-law limits. In addition to monitoring, the following mitigation measures will be implemented:

• Application of best management practices such as well-maintained equipment and internalcombustion engines fitted with appropriate muffler systems;

• Proper maintenance of conveyor components;

• Provision of acoustical enclosures for compressors and other installed equipment with a highnoise signature.

10.4 Ambient Light

Light sources will be required during construction and operations and will result in an increase in ambientlight. Light sources are discussed below.

10.4.1 Construction

To ensure a safe work environment some lighting may be required during evening and early morningconstruction activities. To avoid excessive light spill, directed lighting will be used where and when it isneeded. Where activities are not occurring, the use of lighting will be reduced. Any complaints receivedas a result light annoyance will be responded to promptly by NBT.

10.42 Operations

During operations there will be an increase in light sources including building exterior and interior lightingand lighting mounted on conveyors. The lighting design will conform to Part 4 of the WorkSafe BC OHSregulations, and will include light shielding which makes use of ‘dark sky’ fixtures to greatly reduce excesslight. The exterior lighting will be controlled by photocells with manual overrides that allow lights to be

Page 11L’kL .LU.LJ1 287582-PM-352.SO-0001 Rev. A

Hatch Mott Imported Phosphate Rock Terminal1 MacDonald Project Report for Issue to Port Metro Vancouver

turned off when they are not required. Although there will be an increase in the amount of light spill,design measures will ensure these are minimal and therefore are not expected to be substantiallydifferent from current lighting conditions.

10.4.3 Mitigations

The following mitigations will be implemented:

• Use of shielded, cut-off design construction lighting;

• Directing light to where it is needed while still maintaining personnel safety;

• Control light levels, including reducing lighting where activities are not occurring;

• Light shielding on outdoor lights.

10.5 Visual Effects

Upgrades to the existing infrastructure will result in some minor alterations to the viewscape, largelyassociated with construction of the new storage building. The original viewscape included two silos thathave since been removed and will be replaced with a single storage building. This building will havesimilar dimensions and height (approximately 29 m) to the existing, adjacent buildings and therefore is notexpected to significantly alter the viewscape.

10.6 Off-Site Impacts

As part of this project, the following off-site impacts that will be mitigated as much as possibleinclude the requirement for laydown and warehousing areas within the general vicinity of the terminaland neighbourhood. These areas will be acquired temporarily by complying with all applicablebylaws and regulations. Their size will be kept to minimal as required by the projects constructionrequirements.

10.7 Contaminated Soils

Project activities are on an existing industrial site with historical contamination. Management ofcontaminated soils during construction will follow Neptune’s Excavated Soil Management Standard(ESMS) document No.09-900-6-009 dated Sept. 16, 2009 (approved by PMV). A copy of the protocol willbe provided to the contractors prior to starting work.

Consistent with the ESMS all excavated soils will be sampled and analyzed for potential contaminantsbefore transport off site. If practical, sampling will occur a minimum of eight weeks prior to plannedexcavation. If sampling cannot take place until after excavation has begun, temporary stockpiles will becovered with tarps or poly liner to prevent leaching of potential contaminants. Analytical results will becompared to applicable regulations to classify the excavated materials as residential fill, commercial filland/or otherwise. Based on soil classification, the contractor will dispose of the soil using approvedtransportation and disposal facilities.

10.8 Spills

During the ship unloading process, operating procedures and hopper design will be implemented tominimize any potential that phos rock could be accidentally spilt from the grabs or hoppers. Theseinclude the operational and design requirements that: a) the operations crew will continually adjust the

A

J6griu..rn Page 12287582-PM-352-SO-0001 Rev. A

Hatch MottMacDonald


lines and gangway between the vessel and the terminal to compensate for changing vessel draft duringunloading and tidal conditions; b) crane operators will slew and luff the ships crane to ensure that thegrab is always over some form of spill protection; c) instrumentation will be used to ensure the hopper ismotionless and empty and the hopper spill plate is lowered into position before vessel unloading starts;and d) instrumentation will also be used to prevent the grabs from opening unless positionedappropriately within the hopper, at a specified height range and with sufficient space available to receivethe contents of the grab.

Systems will be incorporated into the design such as skirting, controlled flow chutes, continuous spillplates at all elevated conveyors, etc. to minimize spills along the stacking and reclaim conveyor systems.Any spills in these areas will be cleaned up within a reasonable interval following the ship unloading orrailcar loading operations. Additionally, all railcars will be washed down prior to release from sitefollowing the railcar loading operation.

11.0 PROPERTY AGREEMENTS

All land required for this project is on Neptune Bulk Terminals (Canada) Ltd.’s leased property.

12.0 BUILDING PERMIT

We propose to Port Metro Vancouver that an independent code consultant be engaged to review allsubmitted drawings with respect to building code compliance issues. We are proceeding on thatbasis and have provided general arrangement drawings of the new buildings for initial review.

Agrium Page 13287582-PM-352-SO-0001 Rev. A

I Hatch MottI MacDonald


APPENDIX A

Project Site Plans

(Site Plan drawing is attached)

Agrium 287582-PM-352-SO-0001 Rev. A

I Hatch MottMacDonald


APPENDIX B

Existing Site Permits:

Air Quality Management Permit—(No. GVAOO8I)

• Waste Discharge Permit — (No. SC-i 00002-NSSA)

(Permits are attached)


Hatch MoflMacDonald


APPENDIX C

Project Drawings

(Selected drawings are attached)


Neptune Bulk Terminals1001 Low L6vel RoadNorth Vancouver, B.C.V7A 2P9

Attention: Mr. Fricl Lederer

Thank you for your letter dated April 23, 1999, requesting a reduction in emission testing ofyour wetscrubbers. An amendment to your Permit issued under Greater Vancouver Regional District Air QualityManagement Bylaw No. 725 has been processed. A copy of the resulting Permit No. GVAOO8 1 isenclosed. Please note the requirements forcontrouing emissions as well as the general requirementscontained in your Permit.

It is the Pennittee’s responsibility to ensure that operational changes are promptly communicated to ouroffice

If you have any questions or comments, please contact Alex Clifford at 436-6725.

j Greater Vancouver Regional District4330 Kingsway, Bumaby, British Coksmbia, Canada V5H 408

Air (604) 436-6707

REGISTERED /) g’/,51AAJ 5GJuly 16, 1999

GeneialTelephone (604) 432-6200

Ix (604) 432-5251

MV

File: AOl00i1O8i

LT-l 2

Dear Mr. Ledemr:

:S. SmithAssistant Air Quality Director

EncL

Greater Vancouver Regional District4330 Kingswa 8umab British Columbia. Canada V5H 4G8

Air Qza2Iiry Deparzmnr - Td (604) 436-6700 Fax (604) 436-6707Located at: 4720 Kingswoy, Burnaby. B. C.

PERMIT

QaneraIreiaphone (504) 432-6200

Fax (604) 432-6251

(Under the provisions of the GVRD Air Quality Management Bylaw No. 725)

NEPTUNE BULK TERMINALS (CANADA) LTD.

IS AUTHORIZED TO DISCHARGE AIR CONTAMI ANTS -,

FROM A BIK COMMODrIIES, RECEIVING STORAGE AN)? SPP1NG

LOCATED AT 1001 LOW LML ROAD

NORTH vANpTEP B C V7A 2P9

pterms and conditions

A, B, C, D, E, F, G & Hexisting or planned on Jul 1

1

A SISTANT AIR QUALITY DIRECTOR

PERMIT NUMBER GVAOO8 I

(

V INDEX OF SCHEDULES

Schedule A Site Plan

Schedule B General Requirements

V Schedule C Emission Monitoring. Sampling and Reporting Requirements

- Schedule D Emission Sources and Discharge. Points

Schedule E Authorized Rates of Discharge

Schedule F Authorized Discharge Criteria

Schedule G Authorized Works and Procedures

J Schedule H Record ofPermit Issuance Dates

V July .16, 1999 PERMIT NUMBER GVAOO8 I

GREATER VANCOUVER REGIONAL DISTRICT

SCHEDULE A - PAGE 1to PERMIT GVAOO81

THE NUMBERED LOCATiONS OF THE DISCHARGE POINTS ARE APPROXJMAThLOCATION MAP

July 16. 1999

ASSISTANT AIR QUALITY DiRECTOR

Schedule A to PemiitNo. GVAOO8I

GREATER VANCOUVER REGIONAL DiSTRICT

SCIEDULE B . PAGE 1to PERMIT GVAOO8I

A. OBJECTIVES AND AMENDMENTS

Ambient air quality guidelines and objectives are prescribed under provisions of applicablelegislation. If the level of air quality as prescribed by these criteria is exceeded, the conditions ofthis Permit may be revised, in order that the desired air quality can be maintained. This Permitmay also be amended for other reasons, as authorized by applicable legislation.

B. MAINTENANCE AND OPERATION OF WORKS

Works and procedures, which this Permit authorizes to control the discharge of air contaminants,shall be employed during all operating periods of the related facilities. The Permktee shallregularly inspect and maintain all such works in good repair.

C. EMERGENCY PROCEDURES

An emergency or other condition may prevent the continuous utilization of the above authorizedworks and procedures, or may result in a discharge of air contaminants which is not authorizedby this Permit. If such a situation occurs, the Permittee shall report the circumstances of thisevent to the Greater Vancouver Regional District, Air Quality Department at 436-6777 (24hours), at the first available opportunity.

No discharge that has bypassed control works is authorized unless the Air Quality Directo?sapproval has been obtained. In the event of an emergency, bypassing facilities may be used forsuch periods as are necessary to effect a shutdown of the related processes.

I). Am CONDffiONING, HEATiNG AND VENTILATION SYSTEMS

Air contaminants discharged from any natural gas-fired air conditioning, heating or ventilationsystems for buildings located at the discharge site are not specified in this Permit. These worksshall be maintained and operated in a manner prescribed by the manufacturer to ensure goodcombustion of the fuel with minimum discharge of air contaminants. Notwithstanding the above,the Air Quality Director may at his discretion stipulate limits for emission of contaminants fromthese sources in the Permit at a future date under provisions of the Bylaw.

July 16, 1999 ASSI TANT AIR QUALITY DIRECTOR

SCHEDULE B-PAGE 1


SCHEDULE B - PAGE 2io PaRIVIIT GVAO081

No air contaminant(s) from any single source, or combination of sources shall pass the boundaryof the property, described in Section I of this Schedule B, such that the Air Quality Directordetermines that air pollution has occurred.

F. INTERNAL COMBUSTION ENGINES

Air contaminants discharged from any natural gas, propane, gasoline, diesel, or other fossil fuelfired internal combustion engines operated at the discharge site may. not be specificallyauthorized in this Permit. These works shall be maintained and operated in a manner prescribedby the manufacturer to ensure good combustion of the fuel and to minimize emissions such thatthe requirements of Section E of this Schedule B are not exceeded. The Air Quality Directormay at his discretion stipulate further limits for emission of contaminants from these sources inthe Permit at a future date under provisions of the Bylaw.

G ENGINEERING UNITS

The engineering units specified in this Permit are in accordance with the Metric System ofmeasure. Approximate equivalent values for the British System can be calculated using thefollowing conversion factors.

mg/rn3 x 0.000437m3/min x 35.3kg/rn3 x 0.0624kg/L x 10.0mg/rn3x 24.0)M03/h x 0.9478

= cubic metre= milligram= second= kilogram= litre= grain= GigaJoule

gr/cfcfhnin

= lbs/cf= lbs/gal= ppm (by volume)= MMBTU!h

mmcflbgalMppmMMBTLJ

= minute= cubic feet= pound= gallon= molecular weight= parts per million

Million British Thermal Unit

)Ju’y 16, 1999 /AS STANT AIR QUALITY DIRECTOR

E. GENERAL SITE RESTRICTIONS

I

.1 where

m3mgS

kg

gr03

h hpur

SCHEDUL1 B - PAGE 2


SCHEDULE B - PAGE 3to PERMT GVADO8I

H.. STANDARD CONDITIONS AND DEFINITIONS

Except where otherwise indicated, the following standard conditions and definitions apply to thisPermit.

1. The Restrictions in the attached Schedules are maximum limits.

2. Gaseous volumes are corrected to dry conditions of 200 Celsius & 760mm Hg.

3. Particulate matter from combustion sources is corrected to 12% Carbon Dioxide.

4. Opacity is measured at the point of maximum density, nearest the discharge point.

5. Opacity measurements exclude the effect of condensed, uncombined water droplets.

6. Definitions in the Waste Management Act and GVRD Air Quality Management BylawNo. 725 apply to terminology used in this Permit.

7. Threshold Limit Values (TLV). refer to the Time Weighted Average (TWA) exposure.limits for substances specified in the American Conference of Governmental IndustrialHygienists Threshold Liniit Values handbook for the year 1998.

8. Any production, storage, transportation! handling, treatment, processing or ownership ofa special waste must comply with the requirements of the Waste Management Act,Special Waste Regulation.

I. DESC}th’TION OF DISCHARGE SITE

The land from which the air contaminants are discharged is “City of North Vancouver, includingCi) parcel X, a 34.42 acres comprising a portion of D.L. 272 (N.WJ).) and reclaimed portion

of the bed of Burrard Inlet as shown on drawing 4-N-2-607(ii) parcel Y, a 26.07 acres comprising a portion of DI. 272 (N.W.D.) and reclaimed portion

of the bed of Burrard Inlet as shown on drawing 4-N--2-607(iii) parcel Z, a 7.67 acres comprising a portion of IlL. 272 (N.W.D.) and reclaimed portion

of the bed of Burrard Inlet as shown on drawing 4-N-2-607(iv) parcel F, a 1,471 m2 area fronting Block 26, D.L. 273 (N.W.D. as shown on drawing

85-60(v) parcel 0, a 3,612 m2 area as shown on drawing 8562(vi) parcel H, a 56 m2 area as shown on drawing 85-62

July 16, 1999 ASSISTANT AIR QUALITY DIRECTOR

SCHEDULE B-PAGE3


SCIfEDULE C - PAGE 1to PERMIT GVAOO81

This Schedule describes emission monitoring, sampling and reporting requirements.

The Perrnittee shall conduct the following monitoring and sampling program on the discharges andsubmit the results to the Air Quality Director. The need for increased or decreased monitoring may bereviewed periodically by tht Air Quality Director.

EMISSIONNUMBER

DUE DATh(S) REQUIREMENT(S)

General

General

11,22 & 23

18 &20

July 16, 1999

March 31, 2000 and annuallythereafter

October 31, 1999 and atquarterly intervals thereafter

December31, 1999 andannually thereafter

December31, 1999 andannually thereafter

Written report detailing the types and amounts ofprincipal products produced and principal rawmaterials used n the preceding calendar year.

The monitoring of total suspended particulate inthe ambient air in the vicinity of the terminal shallbe conducted using a high volume particulatesampler located on the roof of the terminal’soffice structure and shall be operated by NeptuneBulk Terminals. Results shall be reported inmicrograms of particulate per cubic meter of air(ug/m3)for each 24-hour period sampledaccording to the National Air PollutionSurveillance Network (NAPS) schedule providedby the GVRD.

All equipment and data is subject to audit(s) bythe GVRD.

Written report clue indicating the scrubberinspection frequency, scrubber condition andaction taken or proposed to solve any problemsdetected.

Written report due indicating baghouse inspectionfrequency, baghouse condition and action taken orproposed to solve any problems detected:

AIR QUALITY DIRECTOR

SCHEDULE C - PAGE 1


SCnEDTJLE C - PAGE 2to PERMIT GVAOO81

EMISSION DUE DATE(S) REQTJXRMENT(S)NUMBER

11 September 30, 1999 and The measured discharge rate and concentration ofannually thereafter particulate in the emissions of one of the wet

scmbbers 05, 06 & 08. One to be sampledannually on a rotating schedule such that each is

sampled once every three years.

22 September 30, 1999 and The measured discharge rate and concentration ofannually thereafter particulate in the emissions of one of the

scrubbers 01, 02,03 and 04. One to be sampledannually on a rotating schedule such that each issampled once every four years.

21 & 23 September 30,.1999and The measured discharge rateand concentration ofannually thereafter particulate in the emissions of one of the

scrubbers IA, 31 and 34. One to be sampled•

V annually on a rotating schedule such that each issampled once every three years.

Unless otherwise approved by the Air Quality Director prior to any sampling or analysis, all emission• measurements shall be performed by an independent agency in accordance with those procedures

described in the most recent amendment of the “GVRD Stationary Emission Testing Requirements’smanual issued on November 1994.

The Perrnittee shall provide the Greater Vancouver Regional District, Air Quality Department with aminimum of three days advance notification before emission measurements are conducted for the.purpose of complying with Permit requirements. All field data and calculations collected for all testingconducted in accordance with such compliance determination must be submitted to the Air QualityDirector. Monitoring results shall be reported in the metric units which are used in this Pemiit to specifythe authorized discharge criteria. These submissions shall include the production rate at the time of thetest, and all field data and calculations.

Any variance from these procedures must receive prior approval from the Air Quality Director.


SCHEDULE C-PAGE2

GREATER VANCOUVER REGiONAL DISTRICT

SCHEDULED-PAGE1to PERMIT GVAOO81

The authorized emission sources arid discharge points located approximately as shown on Schedule Aare:

EMISSIONNUMBER

EMISSION SOURCE DISCHARGE POINT

01 Enclosed rotary dumper handling coal 2 stacks

.1

)

07

14

15

16

17

19

July 16, 1999

Conveyors, surge bin, and transfer points Ori

the coal handling system associated withBerth No.1

Conveyors, a surge bin, transfer points, andcovered storage buildings handling bulkcommodities to Berth No.2

Loading of marine vessels with coal fromtwo ship loaders located in the Berth No. Iarea

Loading of marine vessels from two shiploaders located in the Berth No. 2 area

Offloading of phosphate rock associatedwith Berth No. 3

Conveying, stacking, storage and reclaimingof coal

Conveyors and transfer points associatedwith Berth No.3 used to transportphosphate rock

Two phosphate rock storage silos

Conveyor transfer areaslocated in the berth No. Iarea of the terminal

Marine vessels holds andBerth No. 1 ship loadingequipment

Marine vessels holds atBerth No. 2 ship loader

Marine vessel unloadingequipment and hoppers

Coal storage area and coalhandling equipment

All conveyors and transferpoints associated with BerthNo. 3 used to transportphosphate rock

Two silo vents

ASSISTANT AIR QUALiTY DIRECTOR

11 3 stacks

SCHEDULE D - PAGE 1

GREATERVANCOUVER REGiONAL .DISTRJCT

SCIXE]MJLE D- PAGE 2to PERMIT GVAOO81

EMISSION EMISSION SOURCE DISCHARGE POINTNUMBER

20 Phosphate rock loadout building Baghouse exhaust

21 Enclosed dry bulk dumper building 1 stack and Rail car

entrance and exit

22 Conveyors, transfer points and ship loading 4 stacks controllingspouts on Berth No. eflhjSSjOflS from the

conveyor transfer areas andship loading spouts located

V intheBerthNo.2areaofthe terminal

V

23 Dry bulk dumper 2 stacks


SCHEDULED- PAGE 2


SCHEDULE E - PAGE 1to PERMIT GVAOO81

The authorized rates of discharge for the emission sources described in Schedule D are:

EMISSION MAXIMUM AUTHORIZED NOTES & ADDITIONALNUMBER RATE OF DISCHARGE REQUIREMENTS

FLOW FREQUENCYrn3/min days/week

The maximum number of operatinghours for each calendar year is 5000hours.

The authorized rate of discharge isthat resulting from conveying andtransfer operations.

The maximum number of operatinghours for each calendar year is 5000hours.

The authorized rate of discharge isthat resulting from the loadingoperations, as .‘eU as displacementair from the ship1sholds.

The authorized rate of discharge isthat resulting from the loadingoperations, as well as displacementair from the ships holds.

The authorized rate of discharge isthat resulting from venting duringrailcar loading.

The authorized rate of discharge isthat resulting from the stacking andreclaiming operations as well asstockpile wind erosion effects.

July 16, 1999

DURATIONhours/day

1650 24 7

07 See notes 24 7

11 1750 24 7

14 See notes 24 7

15 See notes 24 7

16 Seenotes 24 7

17 See notes 24 7

.1.

ASSISTANT AIR QUALITY DIRECTOR

SCHEDULE E - PAGE 1

GREAItR VANCOUVER REGiONAL DISTUCT

SCI3EDULEE-PAGE2to PERMiT GVAOO81

EMISSiON MA)GMUM AUTHORIZED NOTES & ADDITIONALNUMBER RATE OF DISCHARGE REQUIREMENTS

FLOW DURATION FREQUENCYm3/min hours/day days/week

18 480 24 7 The maximum number of operatinghours for each calendar year is 5000hours.

19 See notes 24 7 The authoxized rate of discharge isthat resulting from the conveyingand transfer operations.




-J 23 1780 24 7 The maximum number of operatinghours for each calendar year is 5000hours.

Ji.y 16, 1999 ASSISTANT AIR QUALITY DIRECTOR

SCHEDULE E PAGE 2


SCHEDULE F-PAGE 1to PERMIT GVAi)081

The authorized maximum discharge criteria for emission sources described in Schedule D are:

EMISSIONNUMBER

PARAMETER RESTRICTION NOTES

01,11, 18,21,22 &23

Opacity 10 percent

May be exceeded for a total of:3 mm/br to a maxinnnr of 30 perceit.

01,11, 18,20, 21, 22 &23

Particulate matter 50 mg/rn3

07, 14, 15,16, 17 & 19

Particulate matter See notes None past the plant boundary such thatthe Air Quality Director determinesthat air pollution has occurred.

July 16, 1999

*107, 14, 15, Opacity16, 17 & 19

20

20 percent

Opacity 10 percent

ASSISTANT AiR QUALITY DIRECTOR

SCHEDULE F - PAGE 1


SCHEDULE G - PAGE 1to PERMIT GVAOOSI

The authorized works and procedures to control the discharge of air contaminants from the emissionsources described in Schedule D are indicated below. The Air Quality Director may require that furtherworks be installed, if the existing works, in his opinion, do not provide an acceptable level of emissioncontrol. New works or alterations to existing works must be approved, in principle, by the Air QualityDirector.

Where the Air Quality Director has specified that additional works are required, the maximum discharge

j criteria described in Schedule F of this Permit are applicable as specified by the Completion Date(s)listed below. Prior to the specified date(s) the existing control works and procedures must be maintainedin good operating condition and operated in a manner to minimize emissions.

EMISSION COMPLETION DESCRIPTION OFNuMBER DATE WORKS/PROCEDURES

1

01 Completed No. 1 & 2 Peabody Ventri-S lot high energy waterscrubber and related appurtenances, together with goodoperating practices.

07 Completed Covered conveyors, four enclosed reciprocating feeders,and the enclosed product flooded transfer surge bintogether with the maintenance of adequate materialmoisture for dust suppression and good operatingpractices.

-

11 Completed All transfer points will be under partial vacuum andventilate to a Hosalcawa Micron (Ducon) Dynamic WetScrubbers No.5, 6 & 8 and related appurtenancestogether with good operating practices.

• 14 Completed Water sprays, the maintenance of adequate material• moisture for dust suppression and related appurtenances• J together with good operating practices.

15 Completed Berth No. 2 east & west ship loader spouts. The• procedures to control the discharge of air contaminants

shall include good operating practices.

July 16, 1999 ASSIS ANT AIR QUALfty DIRECTOR

SCHEDULE C - PAGE 1

GREATER VANCOUVER REGIONAL ]MSTRJCT

SCHEDULE G - PAGE 2to PERMiT GVAOOSI

EMISSION COMPLETION DES CRtPTION OFNUMBER DTE WORXCSJPROCEDURES

16 Completed Water sprays and relatedappurtenances together with themaintenance of adequate material moisture for dustsuppression and good operating practices.

17 Completed A water spray truck, water sprays on the stackerreclaimer, seven manually activated water spray poles tomaintain adequate material moisture at all times. Theprocedures to control the discharge of air contaminantsshall include the use of good operating practices.

18 Completed Covered conveyors and enclosed transfer points together• with the maintenance of adequate material moisture for

dust suppression and a Tenkay cartridge dust collectorand related appurtenances together with good operatingpractices.

19 Completed Silos and headbox dampers, together with themaintenance of adequate material moistzre for dustsuppression and good operating practices.

20 CompLeted Four railcar loader spouts aspirated to an American AirFilter baghouse and related appurtenances.

21 Completed Rail car bottom unloading through a vee type hopper anda No. IA Hosakawa Micron (Ducon) Dynamic Wet

J Scrubber and related appurtenances together with. goodoperating practices.

22 CompLeted No. 1, 2, 3 and 4 Hosakawa Micron (Ducon) DyanamicWet Scrubbers and related appurtenances together withgood operating practices.

23 Completed No.31 & 34 Hosakawa Micron (Ducon) Dynamic WetScrubbers and related appurtenances together with goodoperating practices.

•

•

,7—-

July 16, 1999 ‘ANT AIR QUALiTY DIRECTOR

SCHEDULE G - PAGE 2


SCHEDULE H - ?AGE 1to PERMIT GVAOOSI

RECORD OF PERMIT ISSUANCE

DATE ACTION SECTIONS AFFECTED

November 30, 1992 Issuance. Face, Schedules A, B, C, D, E, F, G & H

October 1, 1993 Amended Face, Schedules A, B, C, E & H

October 1.2k 1995 Amended Face, Schedules A, B, C, D, E, F, G & H

July 11, 1997 Amended Face, Schedules A, B, C, D, E, F, G & H

July 16, 1999 Amended Face, Schedules A, B, C, D, E, F, G & H

July 16, 1999 SIST AIR Q A ITY DIRECTOR

SCHEDULE H- PAGE 1

metrovancouverGreaec Vancouver Seweacju ird Driiiae Cistrict MetcoVamouv Hcu siluj Coipocation

4330 Kingway, Burnaby, BC. Canada V5H 4GB 604-432-6200 www.ntrovancouver.org

Policy & Planning DepartmentTel’ 604-432•6200 Fax 604-436-6707

WASTE DISCHARGE PERMITNo. SC-i 00002-NSSA

(the ‘Permit”)

Under the provisions of the

Greater Vancouver Sewerage & Drainage District Sewer Use Bylaw No. 299, 2007 (as amended)(the “Bylaw”)

Neptune Bulk Terminals (Canada) Ltd.(the “Permittee”)

is authorized to discharge Wastewater to Sewer from

a bulk commodities receMng, storage and shipping terminal located at

1001 Low Level Road, North Vancouver, BC

This Permit has been issued under the terms and conditions prescribed in the attached

Schedules A, B, C, 0 and E for discharge sources and works existing or planned on

July 14, 2011

Issued: November01, 1991Z) Amended: July 14, 2011 Gr nt ivri

Deputy Sewage Contro Manager

Page lot 13

GREATER VANCOUVER SEWERAGE & DRAINAGE DISTRICT

I_ SCHEDULE A 1This Schedule sets out requirements for the quantity and quality of the discharge to Sewer.

1. AUTHORIZED RATE OF DISCHARGE

The Permittee shall not exceed the following:

Sample PoInt: 1

• Maximum daily discharge flow rate: 3500.00 m3!day• Maximum instantaneous peak flow rate: 63.00 Lisecond

2. AUTHORIZED DISCHARGE CRITERIA

a) The Permittee shall not discharge Restricted Waste or other Waste, as defined in the Bylaw,including but not limited to the following (regardless of sample type):

Gran Gil ivrDeputy Sewage Control Manager

Parameter Authorized Limit NotespH 5.5 - 10.5 pH UnitsTotal Suspended Solids 600 mg/LOil & Grease Hydrocarbon 15 mg/LTotal Oil & Grease 150 nigILAluminum - total 50 mgILArsenic - total 1 mg/LBoron - total 50 mg/LCadmium - total 0.2 mg/LChromium - total 4 mgILCobalt - total 5 mg/LCopper - total 2 mg/LIron - total 10 mg/LLead - total 1 mg/LManganese - total 5 mgJLMolybdenum - total 1 mgfLNickel - total 2 mglLSelenium - total 1 mg/LSilver-total I mg/LZinc - total 3 mg/L

Issued: November 01, 1991Amended: July 14, 2011Waste Discharge Permit No. SC-i 00002-NSSA

Page 2 of 13


E SCHEDULE A

b) The Perrnittee shall not discharge Restricted Waste or other Waste, as defined in the Bylaw,with the following exceptions (regardless of sample type):

[ Parameter Authorized Limit NotesBIochemical Oxygen Demand No LimitAmmonia as N 60 mgfL

c) The Permittee shall not discharge Prohibited Waste or Uncontaminated Water. The Permitteeshall not discharge Storm Water with the exception of direct precipitation on the site.

d) The Permittee shall not discharge Hazardous Waste, or effluent from the treatment ofHazardous Waste which exceeds the Effluent Standards for Hazardous Waste Facilities, asstipulated in Schedule 1.2, Column 3, of the BC Environmental Management Act HazardousWaste Regulation.

Issued: November 01, 1991Amended: July 14,2011 Grä t c illivrayWaste Discharge Permit No. SC.100OO2-NSSA Deputy Sewage Control Manager

Page 3 of 13


SCHEDULE B

This Schedule sets out requirements and locations for the approved sample points, waste sources,and works and procedures to treat and/or control the discharges to Sewer.

1. SAMPLE POINTS, WASTE SOURCES, WORKS & PROCEDURES

SAMPLE POINT: 1

This sample point is considered to be a point of discharge to Sewer. The approved sample pointlocation is described and is illustrated in the photo(s) below.

DescriptIon: The outlet of the sampling tap, which is connected to the effluent pump chamber.

Source: All Sources

Type: Continuous

Works and Procedures Completion DateI Collection/transfer systems CompletedL Good operating practices Completed

Source: Final Effluent

Type: Continuous

Works and Procedures Completlon DateContinuous flow monitoring and recording CompletedContinuous pH monitoring and recording Completed

Source: Solids from Pond 3

Type: Continuous

Works and Procedures Completion DateFront end loader/backhoe as required, product dependent Completed

Issued: November DI, 1991Amended: July 14, 2011Waste Discharge Permit No. SC-100002-NSSA Deputy Sewage Control Manager

Page 4 of 13


L SCHEDULE B

Source: Sources Related to Sedimentation Pond 1

Scrubber 241Conveyors 1O&11

Type: Continuous

Works and Procedures—- Completion Date

Sedimentation Pond 1 Completed


Scrubber 240Conveyorsl3&14

Type: Continuous

Works and Procedures Completion DateSedimentation Pond 2 Completed


Ponds 1 & 2 overflowScrubbers 202, 208, 209, 210, 622, 636, & 728Conveyors 7, 8, 9, 12, 36, 37, 38, 51, 52, & 53Surge bin Glean-upDumpers No. 1 & No. 2Phosrock PondsTunnels pumps

Type: Continuous

[ Works and Procedures Completion DateI Sedimentation Pond 3 Completed

Issued: November01, 1991

___

Amended: July 14,2011 Gan Mc july y•‘ Waste Discharge Permit No. SC-i 00002-NSSA Deputy Sewage Control Manager

Page 5 of 13


SCHEDULE B


Pond 3 overflow

Type: Continuous

Works and ProceduresSedimentation pond 4


Pond S overflowTunnel pumpsArea washdown water

Type: Continuous

Works and ProceduresSedimentation pond 6

Completion DateCompleted

Issued: November01, 1991Amended: July 14, 2011Waste Discharge Permit No. SC-100002-NSSA

N

Gran McGiivr yDeputy Sewage Control Manager ‘

Completion Date]Completed I

Source: Sources Related to SedimentatIon Pond 5

Pond 4 overflowArea washdown water

Type: Continuous

L Works and Procedures Completion DateSedimentation pond 5 Completed

Page 6 of 13

GREATER VANCOUVER SEWERAGE & DRMNAGE DISTRICT

[ SCHEDULE B 1

Issued: November01, 1991Amended: July 14, 2011Waste Discharge Permit No. SC-i 00002-NSSA

• GIIlivrDeputy Sewage Control Manager

Photograph of Sample PoInt 1:

Page 7 of 13


[ SCHEDULE B 12. SITE PLAN(S)

ScHO4AIIC OF APPROVED SAUPIX POINT

Issued: November 01, 1991Amended: July 14,2011Waste Discharge Permit No. SC-100002-NSSA Deputy Sewage Control Manager

N.Øun. bT.,vnlna (.d.) L.

Page 8 of 13


E SCHEDULE B 1

Neptune Bulk TenminalsSite Plan

Low Liwl Road

Coal s)otaØ“S

‘

ampl.P&ntl

\\— ‘‘“‘

II......

• nisfta.n.a. ,. ...aaa.n

4 1• ) •. p5wridliit /

• f___ —

E u ii1Ju]i ,)

Issued: November01, 1991

____

Amended: July 14, 2011 dra c i1i ayWaste Discharge Permit No, SC-i 00002-NSSA Deputy Sewage Control Manager

Page 9 of 13


SCHEOULEC

This Schedule sets out standard conditions and requirements for emergency procedures.

1. STANDARD CONDITLONS

a) Except as otherwise provided in this Permit, all terms, conditions and definitions stipulated inthe Bylaw shall apply to this Permit.

b) Pursuant to the Bylaw, the Sewage Control Manager (the Manager) may amend the terms andconditions of this Permit.

c) All records required by this permit shall be kept available for a minimum period of one year.

2. WORKS AND PROCEDURESa) All authorized works, procedures and requirements shall be employed at all times during any

discharge to sewer. As applicable, all such works shall be inspected and calibrated regularlyand maintained in good working condition.

b) The Manager may require that additional works be installed if the existing works do not providean acceptable level of treatment. The Manager must authorize new works or alterations toexisting works. The Manager must authorize new waste sources.

3. NOTIFICATION PROCEDURES

The Permittee shall immediately report to Metro Vancouver at 604-643-8488 (24 hours):a) Spills with the potential to be discharged to the Sanitary Sewer.b) Failure of authorized works or conditions and/or failure to carry out authorized procedures that

will or have the potential to result in a Permit limit being exceeded.c) Discharge pH less than 2 or greater than 12.5.

4. BY-PASSES

The discharge of Wastes that by-pass any authorized works or is not in accordance withprocedures designated by the Permit is prohibited, unless prior authorization of the Manager isobtained.

5. DISCHARGE MONITORING

a) All sampling, measurements, tests and analyses of waste discharges shall be carried out inaccordance with the latest edition of “Standard Methods for the Examination of Water andWastewater” published by the American Public Health Association, or an alternate methodauthorized by the Manager. With the exception of pH measurements, all samples shall beanalyzed by an independent laboratory unless otherwise authorized by the Manager.

b) Laboratories used by the Permittee must be accredited by the Canadian Association forLaboratory Accreditation.

c) Any changes in method or location of monitoring must be authorized by the Manager.d) Additional monitoring and/or reporting shall be undertaken by the Permittee when required by

the Manager.

Issued: November 01, 1991Amended: July 14, 2011 Grant McGillivrayWaste Discharge Permit No. SC-I 00002-NSSA Deputy Sewage Control Manager

Page 10 of 13


[ SCHEDULED

This Schedule sets out the requirements for the monitoring of the discharge to Sewer.

DISCHARGE SAMPLING AND ANALYSES:

1. FLOW MEASUREMENTS

The Permittee shall measure or estimate the discharge flow to sanitary sewer during each monthof operation using the approved method(s) and record for reporting purposes the following:

• Total discharge volume (m3) for the month for sample point(s) 1• Number of days of discharge to sewer during the month for sample point(s) 1• Maximum daily discharge flow rate (m3/day) during the month for sample point(s) I

2. CONTINUOUS MEASUREMENTS

The Permittee shall continuously measure the dIscharge pH during the period of discharge tosewer for sample point(s) 1 and record for reporting purposes the following:

• The total number of hours of discharge below the authorized pH range and the totalnumber of hours of discharge above the authorized pH range during each month ofoperation.

• Total number of hours of discharge during the month.

3. SAMPLING PROGRAM

Continuous DIscharge Sampling:

The Permittee shall record for reporting purposes for each sample the following:

• Sample date• Sample collection time or sample collection start and stop time(s) if applicable• Total daily discharge volume (m3) on the date of sampling

SAMPLE POINT: 1

Continuous Discharges:

On one normal operating day once per week collect 1 set of composite samples and analyzefor:• Biochemical Oxygen Demand• Total Suspended Solids

Issued: November01, 1991Amended: July 14, 2011 ra 1 c iliv ayWaste Discharge Permit No. SC-i 00002-NSSA Deputy Sewage Control Manager

Page 11 of 13


[ SCHEDULED

On one normal operating day once per week collect 1 set of grab samples and analyze for:• Ammonia as N• N (Kjeldahl)

On one normal operating day once per quarter collect 1 set of composite samples and analyzefor

• Oil & Grease Hydrocarbon• Total Metals by ICP Scan including:

Aluminum, Arsenic, Boron, Cadmium, Chromium, Cobalt, Copper, Iron, Lead,Manganese, Molybdenum, Nickel, Selenium, Silver, Zinc

Unless otherwise specified, composite samples shall Consist of equal portions of grab samples,collected at a frequency of at least one per hour during discharge to sewer.

If composite sampling is specified, grab samples shall be taken during the period of compositesampling unless noted otherwise in this Schedule.

Unless otherwise specified, all samples should be taken during normal operations.

In addition to regular weekly sampling for Ammonia as N, each urea clean-up period must also besampled and analyzed for Ammonia as N.

Issued: November 01, 1991Amended: July 14, 2011 Grant cGillivrayWaste Discharge Permit No. SC-100002-NSSA Deputy Sewage Control Manager

Page l2of 13


[ SCHEDULEE IThis Schedule sets out reporting requirements for this Permit.

1. REPORTING REQUIREMENTS

By July 31, 2011 and quarterly thereafter for the term of this permit:

The Permittee shall submit a report detailing the results of the discharge sampling and analysesprogram, as specified, for the previous calendar quarter including lab reports.

Should a violation of any term or condition of the Permit be noted, the report shall include asummary of the investigation into the cause of the violation and the corrective actions taken orproposed to prevent future violations. This does not preclude the immediate notificationrequirements specified in Schedule C.

2. ADDITIONAL REPORTING

Report Type Requirements Due Date FrequencyOther The quarterly average Biochemical Oxygen July 31, QuarterlyDemand loading (kg/day) to sewer shall be 2011 thereafterreported based on the following calculation:

(average BOO concentration (mg/L)J x (averageflow during sampling events (m3/day)

1000 (unit conversion factor)

Issued: November 01, 1991Amended: July 14,2011Waste Discharge Permit No. SC-100002-NSSA Deputy Sewage Control Manager

Page l3of 13

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1ptuneTERMINALS

CRAIG PROJECT

ARCHITECTURAL

PRE-ENGINEERED STORAGE BUILDING

SECTIONS & ELEVATIONS SHEET 3

SOIJEH ELEVATIONSEMI 1:21W

NOrEsELEVATIONS ARE IN METRES WAD GEODETiC (DIMENSIONS IN FEET REFER ro OLDN6ITOIWI. AAROOURS ROARS)PROJECT SITE DATUM — MONUMENT 681CR (BRASS TASLEr IN CONCRETE PONDWUU.)

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ROFERENEE DRAWINGS REViSIONS

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ISSUE ALFTHOR1ZATTON

1. LASS‘I/O1 0030 2011/11/01

0. ROSE00302011/011/01

207582 AS NOTED 287582-AR-100-100-0122-O1 [C1 I 2 I 3 I 4 5 I 6 I 7 8 9 10 I I 12 I 13l00030 Pt-a -I 14 ANSI 022034 iIVIT5(55O.OTErH O63.65g,r) FULL

terminals ptune t - port of vancouver · /&c/ zv€f e,cid, arivu’,j north vancouver project...

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