Board and Information Services, Legal and Legislative Service Tel. 604-432-6250 Fax. 604-451-6686
Rise and Report (Items Released from Closed Meeting)
On April 28, 2017 the attached report was authorized by the Greater Vancouver Water District (GVWD) Board of Directors to be released to the public:
Metro Vancouver Utilities within the Fraser River Deep-Sea Shipping Channel
CLOSED MEETING
To: Finance and Intergovernment Committee
From: Andrew Wood, Director, Interagency Projects and Quality Control, Water Services Paul Lam, Division Manager, Major Projects and Programs, Liquid Waste Services
Date: April 3, 2017 Meeting Date: April 19, 2017
Subject: Metro Vancouver Utilities within the Fraser River Deep-Sea Shipping Channel
RECOMMENDATION That the Finance and Intergovernment Committee receive for information the report dated April 3, 2017, titled “Metro Vancouver Utilities within the Fraser River Deep-Sea Shipping Channel”.
PURPOSE The purpose of this report is to identify existing GVWD and GVS&DD marine crossings and outfalls located within the Fraser River Deep-Sea Shipping Channel and summarize the potential impact of deep-sea shipping channel dredging on these utilities.
This matter is being presented at a closed meeting pursuant to Community Charter provisions, Section 90 (2) (b):
“90(2) A part of a meeting must be closed to the public if the subject matter being considered relates to one or more of the following: (b) the consideration of information received and held in confidence relating to negotiations between the regional district and a provincial government or the federal government or both and a third party.”
BACKGROUND Over the past decade, a number of major transportation infrastructure projects have been completed along or crossing the Fraser River (e.g., Golden Ears Bridge, Port Mann Bridge/Highway 1 Project, South Fraser Perimeter Road). There are also a number of approved and proposed projects along the Fraser River such as the George Massey Tunnel Replacement Project, Vancouver Airport Fuel Delivery Project, WesPac LNG Marine Jetty, Fraser Grain Terminal Export Facility and the Pattullo Bridge Replacement. These projects are shown on Attachment 1.
Capital projects that are planned or underway along the Fraser River have the potential to impact Metro Vancouver utility infrastructure and MVRD lands (such as parkland). In addition, dredging activities may also have an impact to utilities located in the Fraser River shipping channel. This report provides the Committee with an update on the utilities in the Fraser River shipping corridor and considers the potential impact of dredging on these utilities.
17106385 Metro Vancouver Utilities Within the Fraser River Deep-Sea Shipping Channel Finance and Intergovernment Closed Committee Meeting Date: April 19, 2017 Page 2 of 6
Fraser River Deep-Sea Shipping Channel Most of the approved and proposed projects are adjacent to a portion of the Fraser River Deep-Sea Shipping Channel, located in the south arm of the Fraser River, extending from the mouth of the river at Sand Heads to the Pattullo Bridge in New Westminster. This navigation channel provides access for ocean-going vessels to current marine terminals such as Fraser Surrey Docks.
To support shipping activities, the Fraser River is currently dredged on a regular basis to maintain a navigational depth of 11.5 m. While the navigation channel is intended to allow two vessels to pass simultaneously, width restrictions at bends such as Steveston and Tilbury allow only single vessel passage. Two way traffic is possible on straight reaches of the river. The maintenance dredging program is managed by the Port of Vancouver.
The Port of Vancouver has indicated they have no plans to dredge the Fraser River shipping channel deeper than the current depth sustained through annual maintenance dredging. However, with the George Massey Tunnel Replacement Project and increasing development along the Fraser River, there has been expressed interest in deepening the channel for increased marine traffic movement.
GVWD and GVS&DD Infrastructure within the Fraser River Deep-Sea Shipping Channel As shown on Attachment 2, the Water and Liquid Waste utilities currently have a total of six crossings and one marine outfall within the Fraser River Deep-Sea Shipping Channel. GVWD’s Annacis Main No. 3 and GVS&DD’s North Surrey Interceptor are bundled together in a single combined crossing. These crossings are buried in relatively shallow trenches underneath the riverbed and have scour protection blankets in some areas. Metro Vancouver surveys these crossings annually to ensure that there is sufficient protection over the crossings. Select crossings, with high potential for scour, are surveyed twice each year.
The individual crossings, together with their size and date of construction, are shown in Table 1.
Table 1 – Existing GVWD and GVS&DD Infrastructure within the Fraser River Deep-Sea Shipping Channel Pipe Age Anticipated Construction Facility Name Diameter Utility (Years) Replacement Date (mm) Date2 Lulu Island - Delta Main 800 GVWD 1963 54 2060 - 2070
Tilbury Main 1200 GVWD 1980 37 2075 - 2085
Annacis Main No. 2 650 GVWD 1961 56 2055 - 2065
1Annacis Main No. 3 1200 GVWD 1963 54 2040 - 2050 1 - 1200 1North Surrey Interceptor GVS&DD 1 - 650 2 - 1200 South Surrey Interceptor GVS&DD 1974 43 2050 - 2060 1 - 900 Metro Vancouver Utilities Within the Fraser River Deep-Sea Shipping Channel Finance and Intergovernment Closed Committee Meeting Date: April 19, 2017 Page 3 of 6
Pipe Age Anticipated Construction Facility Name Diameter Utility (Years) Replacement Date (mm) Date2 Annacis Island WWTP 2 - 1650 GVS&DD 1974 43 2050 - 2060 Outfall 1 - 1200 1 Combined Crossing 2 Replacement dates are based on estimated life spans of 80 years and 100 years for GVS&DD and GVWD facilities, respectively.
As part of its growth and resiliency programs, GVWD is replacing several key crossings with deep, seismically secure, scour resistant crossings, sized for long term growth. For example, within this section of the Fraser River, plans are underway to construct the Annacis Water Supply Tunnel between New Westminster and Surrey, downstream of the Pattullo Bridge.
Infrastructure Upstream of the Fraser River Deep-Sea Shipping Channel In addition to the infrastructure listed in Table 1, the Water and Liquid Waste utilities have an additional four crossings and two marine outfalls upstream or outside of the Deep-Sea Shipping Channel. These crossings, together with their size and date of construction, are shown in Table 2. Staff did not analyze crossings outside of the deep-sea channel because of the lower potential for deeper dredging.
Table 2 – Existing GVWD and GVS&DD Infrastructure Upstream or Outside of the Fraser River Deep- Sea Shipping Channel
Pipe Age Anticipated Construction Facility Name Diameter Utility (Years) Replacement Date (mm) Date3 Port Mann Main 1 1200 GVWD 1975 42 N/A
Port Mann Water Supply 2100 GVWD 2017 New 2210 - 2220 Tunnel
Barnston Island Main 1350 GVWD 1990 27 2090 - 2100
Maple Ridge Forcemain 2 – 750 GVS&DD 1983 34 2060 - 2070
Lulu Island WWTP Outfall2 1700 GVS&DD 1992 25 2070 - 2080
Northwest Langley WWTP 900 GVS&DD 1978 39 2055 - 2065 Outfall
1 To be removed after the new Port Mann Water Supply Tunnel is in service. 2 Not situated within the deep-sea shipping channel. 3 Replacement dates are based on estimated life spans of 80 years and 100 years for GVS&DD and GVWD facilities, respectively.
Metro Vancouver Utilities Within the Fraser River Deep-Sea Shipping Channel Finance and Intergovernment Closed Committee Meeting Date: April 19, 2017 Page 4 of 6
DREDGING SCENARIOS With increasing development along the Fraser River Deep-Sea Shipping Channel, it is likely that there will be increased pressure to dredge and deepen/widen the channel to allow larger vessels and increase goods and materials movement.
The deeper the dredge cuts are to the river bed, the greater potential for impact to Metro Vancouver’s utilities. Staff have analyzed the potential impact of various dredging options on the marine crossings, specifically, impacts based on 12.8 m and 13.5 m Vessel Drafts.
The impacts on three GVWD crossings (Annacis Mains No. 2 and 3 and Lulu Island - Delta Main) and three GVS&DD facilities (South Surrey Interceptor, North Surrey Interceptor and Annacis Island Wastewater Treatment Plant Outfall) are summarized as follows:
12.8 m Vessel Draft For a 12.8 m Vessel Draft, both the Annacis Main No. 3 and Lulu Island – Delta Main will require modifications to the existing scour protection. While the Annacis Main No. 2 is not directly impacted by the dredge cut, its cover is reduced to the point where there is insufficient clearance to install adequate scour protection. The affected section of Annacis Main No. 2 is currently out of service and pending the recommendations of the GVWD’s Comprehensive Regional Water System Plan, may be removed and not be reinstated.
There is marginal clearance to install scour protection at the South Surrey Interceptor and the existing scour protection will need to be modified. Low profile scour protection may be used at this location, however, this is best determined when a dredge profile at this location can be confirmed based on a detailed design. The North Surrey Interceptor (bundled with the Annacis Main No. 3 crossing) will require modifications to the existing scour protection.
The existing Annacis Island WWTP Outfall will require extra protection. MV staff have started the preliminary design for a new outfall as part of the Annacis Island WWTP expansion and further assessment of the impact is required when the conceptual design is complete.
13.5 m Vessel Draft Impacts to Metro Vancouver infrastructure for a 13.5 m Vessel Draft would be similar to those for the 12.8 m Vessel Draft; however, the Lulu Island-Delta Main would need to be replaced with a new crossing as the dredging would expose the pipe and the South Surrey Interceptor would need to be replaced as there is also insufficient clearance to install scour protection.
While staff’s analyses are based on re-installation of current capacity, it should be noted that anticipated population growth in the areas served by these crossings will eventually require an increase in the capacity of these facilities. However, these capacity upgrades are not anticipated to occur within the current GVWD/GVS&DD Long Range Capital Plan. The expected remaining service life of these crossings generally ranges between 25 and 60 years.
ALTERNATIVES This is an information report. No alternatives are presented.
Metro Vancouver Utilities Within the Fraser River Deep-Sea Shipping Channel Finance and Intergovernment Closed Committee Meeting Date: April 19, 2017 Page 5 of 6
FINANCIAL IMPLICATIONS Based on preliminary estimates and as summarized in Table 3 below, the range of costs associated with these two vessel drafts is $40 million to $275 million, depending on a number of channel factors such as alignment and depth of dredge cut. Detailed engineering evaluations for each of the locations are required to determine specific detailed mitigation designs and more accurate cost estimates.
Table 3 – Financial Implications of Various Fraser River Deep-Sea Shipping Channel Dredging Depths
Facility Name Utility Range of Impacts Range of Costs
12.8 m 13.5 m 12.8 m Vessel 13.5 m
Vessel Draft Vessel Draft Draft Vessel Draft Lulu Island - Delta Modify Scour GVWD Replace Crossing $5,000,000 $65,000,000 Main Protection
Tilbury Main GVWD No Impact No Impact - - Remove and Remove and Annacis Main No. 2 GVWD Decommission Decommission $10,000,000 $10,000,000 Pipe Pipe
Annacis Main No. 3 GVWD Modify Scour Modify Scour Protection Protection $5,000,000 $5,000,000 North Surrey (Combined (Combined GVS&DD Interceptor Crossing) Crossing)
South Surrey Modify Scour GVS&DD Replace Crossing $5,000,000 $180,000,000 Interceptor Protection
Annacis Island Protect Existing Protect Existing GVS&DD $15,000,000 $15,000,000 WWTP Outfall Outfall Outfall
TOTAL $40,000,000 $275,000,000
With the exception of the Annacis Island WWTP Outfall and Annacis Main No. 2, none of the facilities that would be impacted by deepening the Fraser River Deep-Sea Shipping Channel are scheduled for replacement within the current GVWD/GVS&DD Long Range Capital Plan, nor are the costs of these impacts included in the plan.
If the Fraser River Deep-Sea Shipping Channel is deepened, Metro Vancouver may have to assume the costs associated with the dredging impacts, depending on the individual crossing permits and how the deepening is funded.
SUMMARY / CONCLUSION Recent transportation investments along the Fraser River were constructed to improve goods movement and mobility for transportation users. In addition, the George Massey Tunnel is proposed for replacement with a new 10-lane bridge. A number of significant projects are being proposed along the Fraser River Deep-Sea Shipping Channel that will take advantage of these transportation investments. Metro Vancouver Utilities Within the Fraser River Deep-Sea Shipping Channel Finance and Intergovernment Closed Committee Meeting Date: April 19, 2017 Page 6 of 6
While it has not been identified by the Port of Vancouver, it is foreseeable that the Fraser River Deep- Sea Shipping Channel could be deepened/widened to accommodate larger vessels in the future. This would affect six GVWD/GVS&DD pipe crossings, two of which are combined into a single crossing, and one GVS&DD outfall. Based on preliminary estimates for two possible dredging scenarios, the cost to address these impacts ranges from $40 million to $275 million.
Attachments: (Doc #: 19613554) 1. Proposed Major Fraser River Projects 2. Fraser River Deep Sea Shipping Channel and GVWD/GVS&DD Facilities 3. Fraser River GVWD/GVS&DD Facilities 4. Vancouver Airport Fuel Delivery Project - Overview 5. WesPac LNG Marine Jetty - Overview 6. Fraser Grain Terminal Export Facility – Information Sheet
17106385
Attachment 1 - Proposed Major Fraser River Projects Attachment 2 - Fraser River Deep Sea Shipping Channel and GVWD/GVS&DD Facilities City of City of Vancouver New Westminster
City of Burnaby North Surrey Interceptor
99 Annacis Main No. 2
91
Annacis Main No. 3
17 Annacis WWTP City of Richmond Outfall
Tilbury Main South Surrey Interceptor
City of Surrey Lulu Island-Delta Main 91
Corporation of Delta 10 99
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0 0.5 1 2 3 4 Legend Kilometers MV Waste Water Treatment Plant Tsawwassen First Nation 1:100,000 MV Water Main Source: Esri, DigitalGlobe,G:\PROJECTS\WA01\01\Mxds\ GeoEye, Earthstar Geographics, CNES/AirbusMV Sewer DS, Main USDA, USGS, AEX, Getmapping, Aerogrid,FraserLetter_April2017_ver2 IGN, IGP, swisstopo, and Apr the 2017 GIS User Community Attachment 3 - Fraser River GVWD/GVS&DD Facilities
City of Coquitlam City of Port Coquitlam ¨1 City of Pitt Meadows City of Burnaby City of Vancouver Port Mann Main Port Mann Water Supply Tunnel
City of City of Maple Ridge New Westminster Maple Ridge Force Main Barnston Island Main
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Annacis Main No. 2 )" North Surrey Interceptor Northwest Langley ¨15 WWTP Outfall ¨91 Annacis Main No. 3
17 Annacis WWTP )" ¨ City of Richmond Outfall
Tilbury Main South Surrey Interceptor Township of Langley
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http Location FRASER including companies more FGT in Fraser Paterson INFORMATION Fraser Surrey, than GRAIN Grain GlobalFoods British the 1 TERMINAL with Terminal 0,000 Grain Alliance Columbia. more Canadian Ltd. SHEET Grain than Inc. emnlExport Terminal is (PGF) P&H a 1 Terminal farmers 00 joint years and to venture construct n producers, and PGF located of experience are of Canadian a Parrish on grain the technology. niiae annual anticipated grain we of constraints for customers through for provide By today crops specialty residents Our on tions India design in modern (Mt/a). specialty grain port Fraser About industrial 11041 grain port consolidating Canadian ocargo to B.C. can they new in land handling and and south and upychain supply products — Grain Elevator The that workers industrial help agribusiness exports aiyondand family-owned limited a facility the facility grains and that will direct China lands Facility around new in market Heimbecker, iiie noise minimizes vessels. Terminal Preliminary oincrease to use the products. businesses replace getting shore has including Road have western will and with in facility and injection will becoming of bulk land Surrey, not facility the while indirect innovative receive It support minimize Project build increased a adjacent a proposes Canadian will grain for grain been throughput world. of and We derelict analysis Canada efficiency by becoming grain wheat, ofSlOO B.C. support and the strong want Attachment 6 increasingly grains contributions travelling handling eliminating used along and Canadian Since It Limited to local to and by handling. manufacturing to will grain Burrard rail indicates locations to dust barley, Fraser business for million over build more by and Canadian operated of safe help air 2014, be capacity, a more rail the shiploader 4 in ooverseas to better from quality sdto used farmers, reduce million technology. Surrey dust a a important oil than address and 40 to grain (P&H) exports state-of-the-art of that than relationships seeds, Fraser grain Inlet. the $40 neighbour and trade, countries. load 20 and and across tonnes Docks warehouse our bottlenecks trans-ship export increase local two per will million grain two handling noise customers of a pulses and the noise destinations Project Serving provide shortage River cent, grain years. have We details. your economy, e back See page on major agri-products per facility with Canada, to annually. with effects efficiency port and facility, bulk want with a annum and will on adjacent opera This in jobs input. modern modern for other the vacant at and ______
Our Project will have an annual throughput of 4 Mt/a. Following demolition of two existing buildings, new construction on the site will include: Unloadingstation and transfer tower with fullyenclosed conveying
equipment and a built-indust suppression system ‘
• 34 above-ground steel storage bins (24x 3,000t and 10 x 500 t) I • Travellingshiploader with telescopic cascading spout to reduce dust during vessel loading, replacing existing ship loader fitted with older technology
• Semi-loop railtrack and holding tracksto reduce shunting during unloading Container loading facIlItyand storage yards Railand truck loading facility AnadmInistration building and maintenance shop
Project Status
Weare in the preliminaryreviewphase of the VancouverFraserPortAuthority’sProjectand EnvironmentalReviewProcess and in earlydiscussionswith localand federalregulators.Weare committed to developing a sustainableproject that meets or exceeds environmentaland safetystandards,and providesbeneRtsfor localresidentsand businesses.We lookforward to sharing more informationwith the community as it becomes available,and we welcome questions at anytime. Technical Studies Aspart of the reviewprocess,technical studies are being undertaken in the followingareas:
AirQuality — Assesspotential environmental impacts fromair emissions resultingfrom proposed operations, which could affect airquality.
• Biophysical including Vegetation and Species-at-risk — • Spill — Prepare Assessspecies and habitats that have the potential to Prevention and Emergency Response spillprevention,containment and clean-up plans,including be affected by Projectactivities,includinga description proposed employee training, communications, of existingconditions,potential effectsand proposed procedures, mitigation measures. spilltracking and reporting.
• Stormwater Pollution Prevention — Planto mitigate any • Environmental Management — Preparean Environmental stormwater risksidentifiedin site inventory. Management Planto assess potential construction and the
demolition impacts and relevant mitigationmeasures. • Traffic — Reviewcurrent and future site traffic,including anticipated truckand railvolumes,patterns and potential • Hazardous Materials Management — Preparehazardous effectson local materialsinventoryand materialsreuse,removal,recycling roads,access/egress and parkingneeds.
and disposal plan forremovalof existingderelict structures. • Viewand Shade — Assessthe proposed Project’seffect on viewsor shading on the surrounding community and public • Noise -. Assesshow the proposed development willaffect areas,and proposed mitigation address these effects. noise levelsexperienced bythe adjacent community. to
• Lighting — Prepareplan forallproposed exteriorlighting includingthe location,type, orientation and levelof illumination. Community Engagement
How to Participate
Visit our Project website • Readmore about our Projectand technicalstudies
• Addyourselfto our database to receiveProjectupdates
• Complete our online feedbackform by Thursday, December 1, 2016
Contact us by phone 1-866-302-8872
Contact us by email [email protected]
The PreliminaryPublicComment Periodruns from November3 to December 1,2016.Wewillbe hosting two drop-in events.Join us fora tea or coffee,meet the Projectteam and bring yourquestions:
Trinity Lutheran Church, 11040RiverRoad,Delta Old Crow Coffee, 655 FrontStreet,NewWestminster
Wednesday,November16from4:00— 6:00p.m. Saturday,November26from2:00— 4:00p.m.
Next Steps The closing date for the Preliminary Public Comment Period is Thursday, December 7, 2076.
Followingthe completion ofthe publiccomment period a PreliminaryReviewPhaseConsultationSummaryReportand a PreliminaryReviewPhaseConsiderationReportwillbe prepared and, followingapproval byVancouverFraserPortAuthority, posted on the Projectwebsite and on the port authoritywebsite in preparationforthe PermitApplicationsubmission.
Aftersubmitting our permit applicationwe willhost a second phase of consultation,includinga community open house,to providefurther detailsabout the Projectand receiveinput on the resultsof our assessments.
THANKYOUFORYOURPARTICIPATION FraserGrainlerminal.ca