Contact financially sensitive in formation which you do not want provided to third parties. public through the Access to Information Act. Please advise PMV of any commercially or municipalities, First Nations groups and other interested parties, as well as to other members of the In formation supplied in this application may be made public during consultation with adjacent ( vancouver Project Review Application Form PORT METRC - - Approx. construction value Proposed start date Proposed completion date $ 8,000,000 August 15, 2015 February28, 2016 Presently on site: El power El gas El water El sanitary El storm Other required approvals Modifications required: El power El gas El water El sanitary El storm Required utility connections: El power El gas El water El sanitary El storm containment berms. berm near the turning basin. Phase II will involve dredging and sediment placement within the There will be two phases of inwater works. Phase I will involve constructing a second containment Floor Area Height of proposed structure(s) the harbour or sourcing angular pit run aggregate from a nearby mine. Up to 33,000m3 of material will be required for berm construction. diverted from landfills or disposal at sea. Suitable berm construction material may also be obtained from a second dredge site possibly within restoration. The new berm will be constructed of reusable clean aggregates (e.g., crushed concrete, dredge or excavation materials to spec) 000 m3 of sediment will be placed behind the existing (1995) and proposed new containment berms for beneficial end use and habitat -1 0.5m to -13.5m allowing loaded vessels to sail from PCT with only im of tidal assistance. A combination of hopper and cutter-suction dredges its shipping partners. The proposed project involves capital dredging within the Navigation Channel to increase channel depth from is the most efficient option, environmentally (lower turbidity I better recovery and lower emissions) and economically. Up to approximately 550, Vessels currently require up to 4.Om of tidal assistance to navigate the channel posing a significant safety and economic restriction for PCT and The section of Port Moody Arm navigation channel in front of Reed Point Marina is a shipping restriction for loaded vessels departing PCT. Port Moody Navigation Channel Port Moody Location/Address/Legal Description City Describe in-water works if any Project Description Summary (attach detailed description and rationale as necessary) Postal Code V3H 5J9 Fax 604.936.2951 City Port Moody Email andre.olivier@pct.ca No. & Street 2300 Columbia Street Phone 604.931.9239 Tenant File Number V Andre Olivier, P.Eng Company Pacific Coast Terminals Co. Ltd. Title Manager, Engineering Postal Code V7M 1A5 Email andrewm@envirochem.com Fax 604.986.8583 City North Vancouver Phone 778-847-6777 No. & Street #206-267 West Esplanade Title Manager, Environmental Management Systems Company Envirochem Services Inc. Contact Andrew MacKay,M.E.S., EP(EMSLA)
Detailed description attached as Insert A. )j )l, I r, 4 I r-. If no, please attach letter of consent from upland owner. For in-water works, are you or Port Metro Vancouver the upland owner? yes El no have you made with Port Metro Vancouver or other landowners? Is the proposal entirely within your leasehold area? If not, what arrangements El yes LII no If yes to the above, is the proposal permitted under the terms and conditions of your agreement? Comments: El yes El no the property or waterlot? Do you have an existing lease/licence/easement with Port Metro Vancouver for El yes Eli no Does the proposal involve fill? If yes, please specify: El yes Eli no Length (m) Width (m) Volume (m3) Comments: Does the proposal affect any known historical or archaeological feature? El yes Ill no Comments: Will the proposal involve off-site impacts (e.g. traffic, noise, views, glare, dust)? El yes Eli no V -. I
LI OTHER Please Explain: Inlet Port Metro Vancouver - Port Moody Arm of Burrard Port Moody Site Address/Local Name: City: Postal Code: Water Lot Use: Deep Sea Navigation Channel & Turning Basin E RENEWAL (Maintenance) Type of dredging ii NEW (Capital)
Nay Channel Dredne 24 hours / 7 days wk. August 15, 2015 February 28, 2016 Turning basin dredge 7:00 am -8 p.m Commencement Date Berm construction 7:00 am-8:00 pm Proposed Proposed Completion Date Proposed Hours of Work LI Beach Replenishment Site Description Li Habitat Compensation Habitat Site Unloading Method Disposal Site LI Upland Disposal Prov/Muni. Permit # LI In-River Disposal Disposal Site Expiry Date Disposal at Sea Max. Permit Volume Permit Holder Permit Number [II Hopper LI Other Eli Clamshell [I] Cutter-Suction V5A 1W9 dean.waft@alsglobal.com Postal Code Email address 8081 Lougheed Highway, Suite 100 Burnaby ALS Global (chemistry); Maxxam Analytical (biological) ALS: 604.253.4188 Tested By Telephone Cellular Fax January 6, 2012 1O-osites) LI Tested for Upland Disposal LI Fail LilTested for Disposal at Sea LII Pass Sample Date No. of Address City http ://www.ec.pc.cajiem-das/default.asp?lanq=en&n =00478595-1
Width (m) 150 Width (m) Width (m) Width (m) Length (m) iooo Length (m) Length (m) Length (m) MLII) I SAND FLAT VEGETATION 1NI RUUA1 ItiTLRIrJAL MARSH RIPARIAH h in the appropriate space in the diagram. Indicate the area affected using the diagram below as a guide to zones. Enter area affected : L. [II Per Event Proposed volume (m3) 550,000 m3 LI Per Year Existing grade (m LLW) 1 O.5m Proposed grade (m LLW) 1 3.5 m Length (m) 1 000 Width Cm) 1 50 Area (m2) 1 50,000
- the Date Dredged: March, 1995 Volume Removed: 270,000 m3 Dredge Method: Cutter - Dredge Grade: Previous Dredge Approval / Permit No: 941 2 062 3.5m Contractor: Sceptre Dredging Ltd. Suction Dredge Disposal Method: Sub-tidal placement ;, :,: Address River Drive City New Westminster Contact Name (if different) Telephone Cellular Fax John Halmarick, Operations Manager 604.528.9371 604.375.8979 604.521.7530 Postal Code V3 M 2A8 Email address halmarick@frpd. corn Contractor Name Fraser River Pile & Dredge Inc. See Insert C for more details on each proposed dredge unit. into the hopper. With modified piping and tightly sealed bottom gates, the slurry will remain with the vessel hold under transport until the vessel discharges sucking water through the drag head inlets forming a slurry mixture. Suction is provided by pumps inboard the vessel, which discharges the the slurry mixture the combined process of erosion and excavation. Loosened sediments are transported from from the drag head through the suction pipe to the vessel by deployed near the diffuser in the disposal area to help control turbidity (for both the 309 and Columbia). floating pipeline for soil and water transportation including with discharge diffuser to reduce discharge velocity and control turbidity. Dredge spoils will be hull which contains the positioning spuds, dredge pump drive engines, fuel storage, operating bridge and crew facilities the cutter ladder containing the cutter head, cutter drive, underwater pump and swing winches The Columbia is a non-propelled dredge. The main components are: transferred by pipeline from the turning basin to the designated disposal areas. The FRPD 309 trailing suction hopper dredge (TSHD) will be used for the navigation channel. It is a sea-going, self-propelled vessel equipped with two suction pipes designed to trail along the side of the vessel. At the lower end of the suction pipe a drag head which contacts the sea bed exhuming sediments through the hopper contents through a floating pipeline connection and diffuser set near the sea bed (bottom of water column). Sediment curtains will also be also to shape the new berm to approximately a 2.5:1 slope (subject to final design change). via bottom dumping barges. A clamshell dredge will be used for precision dredging near the IOCO pipeline (removal under separate project application) and 7800 m3 per day. Dredging will begin subsequent to new berm construction. Berm construction aggregate I material will initially be dropped on the sea bed The FRPD Columbia cutter suction, 309 trailing suction hopper and McKenzie clamshell dredges will perform the dredging at an average rate of approximately and beyond. a significant process improvement and necessary for ongoing business sustainability of PCT as it will increase commodity tonnage throughput by 2015 increase the channel depth 3m. Tidal assist will consequently be reduced to I m thereby enabling more efficient (timely) vessel access to I from PCT. This is Inclusive of berm construction, the project is proposed to start oflaugust 15, 2015 and end on or before February 28, 2016 Removal of 550,000 m3 will
.---. I/we certify that I/we have reached the age of majority and the information provided in this application and supporting documentation is correct to the best of my/our knowledge. Applicant Name: Andrew MacKay,M.E.S., EP (EMSLA), Envirochem Title: Manager, Environmental Management Systems Date: Signature Tenant (when not applicant): Name Andre Olivier, REng., PCT Title: Manager, Maiien.a.nce.iz, l Engineering March 5,2015 Date March 6,2015, Signature This signature signifies the applicant may act on my behalf during the course of the permit review process Application fee submitted: $ 560.00 Documentation deposit submitted: $ 560.00 See 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.