Appendix P. CNR Crossing Application

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1 Appendix P CNR Crossing Application

2 AECOM 3292 Production Way, Floor tel Burnaby, BC, Canada V5A 4R fax May 17, 2017 British Columbia Railway Company West Esplanade North Vancouver BC V7M 3J3 richard.myhilljones@gov.bc.ca Attention: Richard K. Myhill-Jones Director, Real Estate CN Acquisition Limited Avenue 2 Floor, Building B Edmonton, AB, T5E 0B9 Attention: Sara Lovegrove CN Design and Construction/Prairie Utilities Coordinator Dear Sirs and Mesdames: Regarding: North Shore Wastewater Treatment Plant - Conveyance System Utility Crossing Application We write with respect to the following railway line lands which are owned by the British Columbia Railway Company ( BCR ) and leased to CN Acquisition Limited ( CN ): PID: Legal Description: DISTRICT LOT 4286 (REFERENCE PLAN 1270) GROUP 1 NEW WESTMINSTER DISTRICT, EXCEPT PART IN REFERENCE PLAN 3863 (the Railway Line ). The Greater Vancouver Sewage and Drainage District ( GVS&DD ) is undertaking a secondary treatment upgrade program on the North Shore of Burrard Inlet, which is required by Metro Vancouver's Integrated Liquid Waste and Resource Management Plan (ILWRMP), as approved pursuant to the Environmental Management Act, and the new federal Wastewater Systems Effluent Regulations ( WSER ). The North Shore Wastewater Treatment Plant (NSWWTP) is being constructed within the District of North Vancouver and will replace the existing Lions Gate Wastewater Treatment Plant (LGWWTP), which is located within the District of West Vancouver and which was commissioned in The LGWWTP provides primary waste water treatment to the 200,000 residents of the North Shore municipalities of West Vancouver, the City of North Vancouver and 2017 AECOM Canada Ltd. All Rights Reserved. This proposal may contain confidential information and may not be provided to anyone other than the addressee and its employees without AECOM s written consent. L_ _CN Permitting_R1 (2).Docx

3 Page 2 May 17, 2017 the District of North Vancouver as well as the Squamish Nation and the Tsleil-Waututh Nation. The NSWWTP Program comprises design and construction of the new secondary wastewater treatment plant, design and construction of interconnection works between the LGWWTP and the NSWWTP (the conveyance system ), and decommissioning of the existing LGWWTP. The NSWWTP must be operational by the end of 2020 per the ILWRMP and the WSER. The conveyance system to and from the NSWWTP includes the following: a wastewater pump station a new 900mm diameter forcemain extending from the new pump station to the NSWWTP (the forcemain ), a 2100 mm secondary effluent pipe extending from a chamber upstream of the marine outfall at LGWWTP to the NSWWTP (the effluent pipe ), a 1200mm diameter extension of the trunk sewer system from the LGWWTP to the new pump station, and various other sewer connections and trunk sewer extensions to facilitate the conveyance of wastewater from the District of North Vancouver and the Squamish Nation to the NSWWTP The proposed alignment of the forcemain and effluent pipe ( Utility Line ) extends east from the LGWWTP generally parallel to and north of the existing Canadian National Railway ( CNR ) tracks within the Railway Line. The Utility Line will cross beneath the CNR tracks under the Lions Gate Bridge. We propose constructing the Utility Line at Mile MP 1.90 of the Railway Line, Squamish Subdivision which is within District of West Vancouver boundary, on the east side of the Bridge Road and the existing LGWWTP and approximately 16.2m east of the Lions Gate Bridge piers. According to the proposed design, both the Utility Line will be encased in steel casings and installed by trenchless techniques. GVS&DD plans to procure the conveyance system work through a Design-Build methodology. GVS&DD will engage in a competitive selection process in order to retain a single entity ( Project Co ) to design, build and commission the work. To meet GVS&DD deadline to achieve secondary effluent treatment of December 31, 2020, the Design-Build approach is necessary to meet the schedule constraints of the project. The following table correlates the checklist requirements provided by CNR and entitled CN a Guide to the Pipe and Wire Process Water/Sewer Pipelines : 2017 AECOM Canada Ltd. All Rights Reserved. This proposal may contain confidential information and may not be provided to anyone other than the addressee and its employees without AECOM s written consent. L_ _CN Permitting_R1 (2).Docx

4 Page 3 May 17, 2017 Checklist Item Description Included in this Submission 1 Plans for Effluent and Forcemain crossings including : Yes Site Plan and Profile Location Plan Land Description Specifications for carrier pipe and casing pipes included in plan 2 Geotechnical Recommendation Letter Yes This application package is submitted under Indicative Design Phase of the project with the purpose of negotiating an agreement relating to the construction, maintenance and apportionment of the costs of utility crossings for the forcemain and effluent pipelines. We have addressed this package to both BCR and CN because we understand that under the terms of its lease, CN cannot offer GVSDD any rights to occupy or use the Railway Line for underground work. During the Design Build phase either the Project Co or GVS&DD will provide detailed design plans for the utility crossings. Please do not hesitate to contact me ( ) if you have any questions or concerns. Sincerely, AECOM Canada Ltd. Tatiana Irimia, P.Eng. Senior Project Engineer tatiana.irimia@aecom.com cc: Joan Liu, Senior Project Engineer Metro Vancouver 2017 AECOM Canada Ltd. All Rights Reserved. This proposal may contain confidential information and may not be provided to anyone other than the addressee and its employees without AECOM s written consent. L_ _CN Permitting_R1 (2).Docx

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8 SH17-04 DATA CARRIER PIPE CASING PIPE Contents to be handled RAW SEWAGE - Outside Diameter 900mm 1219mm Pipe Material HDPE Steel Specification and Grade DR 17 ASTM A252 GRADE 2 Wall Thickness 5.3mm 12.7mm Maximum Operating Pressure 30psi - Maximum Surge & Test Pressure 60psi - Maximum Operating Temperature 21 DEGREES - Type of Joint BUTT FUSION Welded, End Seals Coating NiL Method of Installation Trenchless Trenchless Length 46.5m 46.5m OWNER - METRO VANCOUVER INSTALLATION & MAINTENANCE TO BE IN ACCORDANCE WITH TC E10 CONTACT; JOAN LIU JOAN.LIU@METROVANCOUVER.ORG 1219mm O.D. STEEL CASING PIPE ASTM A252 GRADE 2 STEEL (MIN. YIELD STRENGTH 241 MPA) WALL THICKNESS 12.7mm L=46.5m 900Ø HDPE SAN FM NON-METALLIC CASING SPACERS RACI TYPE NOTES: 1. HYDROVAC TO CONFIRM DEPTH AND LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. ENDS OF CASING TO BE PROVIDED WITH END SEALS. CANADIAN NATIONAL RAILWAY DIVISIONAL ENGINEER REGIONAL ENGINEER MANAGER RAILWAY CHAINAGE MILEAGE MP 1.90 SUBDIVISION SQUAMISH

9 SH17-04 DATA CARRIER PIPE CASING PIPE Contents to be handled TREATED EFFLUENT - Outside Diameter 2133mm 2428mm Pipe Material Steel Steel Specification and Grade ASTM A572 GR.42 ASTM A252 GRADE 2 Wall Thickness 9.5mm 12.7mm Maximum Operating Pressure 4psi - Maximum Surge & Test Pressure 8psi - Maximum Operating Temperature 14 DEGREES - Minimum Operating Temperature 10 DEGREES - Type of Joint Welded Welded, End Seals Coating Polyurethane to AWWA - C222 Method of Installation Trenchless Trenchless OWNER - METRO VANCOUVER INSTALLATION & MAINTENANCE TO BE IN ACCORDANCE WITH TC E10 CONTACT; JOAN LIU JOAN.LIU@METROVANCOUVER.ORG 2428mm O.D. STEEL CASING PIPE ASTM A252 GRADE 2 STEEL (MIN. YIELD STRENGTH 241 MPA) WALL THICKNESS 12.7mm L=46.5m NON-METALLIC CASING SPACERS RACI TYPE 2133Ø STEEL SAN PIPE NOTES: 1. HYDROVAC TO CONFIRM DEPTH AND LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. ENDS OF CASING TO BE PROVIDED WITH END SEALS. CANADIAN NATIONAL RAILWAY DIVISIONAL ENGINEER REGIONAL ENGINEER MANAGER RAILWAY CHAINAGE MILEAGE MP 1.90 SUBDIVISION SQUAMISH

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