Scott Resource Services Inc

SCOTT RESOURCE SERVICES INC. Environmental Consultants 31856 Silverdale Avenue, Mission, BC V2V 2K9 Tel: (604) 820-1415 Fax: (604) 820-1621 [email protected] / www.scottres.ca

April 6, 2016 ePASS No. 10056100 SRS File No. 2000.05

BC Oil and Gas Commission 6534 Airport Road Fort St. John, B.C. V1J 4M6

RE: Section 11, Water Sustainability Act Authorization Application (ePass#10056100) for a stream crossing required for a Kinder Morgan Canada Inc. integrity investigation of the existing Trans Mountain Pipeline System (KP 1036.119), north of Herrling Island, BC.

Trans Mountain Pipeline ULC is a general partner to Trans Mountain Pipeline LP, is owned by Kinder Morgan Energy Partners LP and operated by Kinder Morgan Canada Inc. (KMC). Kinder Morgan Canada Inc. (Kinder Morgan) is required to conduct an integrity investigation of the existing Trans Mountain Pipeline System (TMPL) mainline at a crossing (KP 1036.119) of an unnamed, ephemeral, non-fish bearing watercourse, north of Herrling Island (Attachment 1). This investigation is required as part of Kinder Morgan’s Pipeline Integrity Management Program to ensure compliance with the National Energy Board’s Onshore Pipeline Regulations. As a part of Kinder Morgan’s Integrity Management Program several In Line Inspection technologies are used to ensure the integrity and safety of the pipeline. At this location an In Line Inspection tool identified an anomaly that requires prioritized inspection according to Kinder Morgan’s program requirements (within 30 days of discovery if possible). Kinder Morgan has also reduced the maximum operating pressure in this segment to 80% of the maximum pressure recorded for the past 60 days until this anomaly is inspected and repaired (if required) in accordance with Kinder Morgan’s established process when possible immediate repair conditions are identified. To allow the inspection to proceed within the target schedule it is respectfully requested that the BC Oil and Gas Commission grant Kinder Morgan Canada permission for a prompt inspection. The integrity investigation requires an isolated open-cut excavation of the stream channel to expose the buried pipeline. Ground disturbance is to be confined to the TMPL right-of-way (ROW). The ephemeral watercourse is anticipated to be dry during construction. Impacts to fish habitat and downstream water quality or flows are not anticipated. An Environmental Management Plan has been prepared for implementation during construction. Scott Resource Services Inc. was retained by Kinder Morgan to prepare a Section 11, Water Sustainability Act Authorization application for instream works at this location. Please find enclosed the following information. BCOGC: Water Sustainability Act Section 11 Authorization application Integrity Investigation KP 1036.119 April 6, 2016

1) A Letter of Authorization from Trans Mountain Pipeline ULC authorizing Scott Resource Services Inc. to submit and sign applications on behalf of Trans Mountain Pipeline ULC. 2) BC Oil and Gas Commission form “Watercourse Crossing and Works Application Form”. 3) One copy of the report prepared by Scott Resource Services titled Works Plan for a stream crossing required for a Kinder Morgan Canada Inc. integrity investigation of the Trans Mountain Pipeline System (KP 1036.119), Herrling Island, BC.” (April 6, 2016). This report includes selected site photographs and the project’s Environmental Management Plan. 4) Two copies of the Project Plan (Drawing No. ENV_KMC_2000.05_160404 SHEET 1 OF 1). 5) One copy of the email correspondence “160405 Consultative Areas Database Report Confirmation - ePASS 10056100” dated April 5, 2016 between Scott Resource Services and the BC Oil and Gas Commission

I trust this is the information that you require at this time. If you have any questions, or require further information, please call the undersigned at (604) 820-1415. Sincerely,

SCOTT RESOURCE SERVICES INC

Selena Shay, R.P.Bio., B.Sc Project Manager/Senior Biologist

c.c. Jason Turner, Kinder Morgan Canada Inc. Doug Barsaloux, Kinder Morgan Canada Inc. Kelvin Stelter, Kinder Morgan Canada Inc.

Scott Resource Services Inc. Page 2 of 2

Attachment 1

A Letter of Authorization from Trans Mountain Pipeline ULC authorizing Scott Resource Services Inc. to submit and sign applications on behalf of Trans Mountain Pipeline ULC.

Attachment 2

BC Oil and Gas Commission form “Watercourse Crossing and Works Application Form”

WATERCOURSE CROSSINGS AND WORKS APPLICATION FORM Physical Address: 6534 Airport Road Fort St. John, B.C. V1J 4M6 Mailing Address: OGC, Bag 2, Fort St. John, B.C. V1J 2B0 Phone: (250) 794-5200 Date Received

FOR DETAILED INSTRUCTIONS REFER TO APPENDIX A OF THE WATERCOURSE CROSSINGS AND WORKS APPLICATION AND OPERATIONS MANUAL THIS IS AN AUDITABLE DOCUMENT

Application must be submitted under the authority of the Water Act R.S.B.C. 1996, c.361, s.11, of the Water Sustainability Act to the Oil and Gas Commission, at the address noted above. Information collected on this application will be used for the public record in accordance with Freedom of Information legislation. COMMISSION USE ONLY A Commission File No.: ADMINISTRATION B Applicant Name: Trans Mountain Pipeline ULC (Kinder Morgan Canada Inc.) Address: 2700, 300-5th Avenue SW City, Province, Postal Code: Calgary, AB T2P 5J2 Company Contact: Jason Turner, R.P.Bio. Email:[email protected] Phone: 250-371-4017 Referral Company: Scott Resource Services Inc. Email:[email protected] Phone:604-425-1919 Agent Name: Internal File No.:2000.05 APPLICATION INFORMATION C ePASS No.: 10056100 Application Type: New Application Amendment – Commission File No: Area of Activity: North Central South/East South/West Primary Activity File No.: Trans Mountain Pipeline ULC, general partner to Trans Mountain Pipeline Primary Activity: Well Facility Geophysical Pipeline NEB Road Other L.P., is regulated by the National Energy Board under Certificates OC-2 and OC-49, as amended.

FIRST NATIONS CONSULTATION / ABORIGINAL COMMUNITY NOTICE PACKAGE N/A D Where First Nations consultation is required, ensure the following are attached for First Nations consultation purposes: Aboriginal Consultation Attachments Community Notice KLCN BRFN MLIB Cover letter (two copies for each consultation and notification area affected)

KLFN DTFN PRFN Application Form

KLMSS DRFN SFN Mapping requirements

FLFN FNFN WMFN Additional information Other HRFN Other (list): Consult directly with: Esh-kn-am Cultural Resources Management Services; Siska Indian Band; Cook's Ferry Indian Band; Coldwater Indian Band; Nooaitch Indian Band; Nlaka'pamux Nation Tribal Council; Nicola Tribal Association; Lower Nicola Indian Band; Lytton First Nation; Oregon Jack Creek Indian Band; Spuzzum First Nation; Union Bar First Nations; Chawathil First Nation c/o People of the River Referrals Office; Sto:lo Tribal Council; Soowahlie First Nation c/o People of the River Referrals Office; Seabird Island Band; Shxw'ow'hamel First Nation c/o People of the River Referrals Office; Skawahlook First Nation c/o People of the River Referrals Office; Sto:lo Nation; People of the River Referrals Office; Popkum First Nation; Peters First Nation; Kwaw-Kwaw-Apilt First Nation c/o People of the River Referrals Office; Skwah First Nation c/o People of the River Referrals Office; Cheam First Nation; Cowichan Tribes; Lake Cowichan First Nation; Lyackson First Nation; Penelakut Tribe; Halalt First Nation; Stz'uminus First Nation PROJECT TIMING E Proposed Start Date (MM/DD/YYYY) 04/06/2016; works to Proposed Finish Date (MM/DD/YYYY)04/29/2016 commence immediately upon issuance of WSA Authorization

Updated: 03-March-2016 Effective: 01-April-2016 Page 1 of 4

LAND OWNERSHIP INFORMATION F Land ownership of the watercourse crossing: Crown Private

PROJECT DESCRIPTION G Additional rows may be added below, if required

Kinder Morgan Canada Inc. (Kinder Morgan) is required to conduct an integrity investigation of the Trans Mountain Pipeline System (TMPL) mainline at a crossing (KP 1036.119) of an unnamed, ephemeral, non-fish bearing watercourse (S6 riparian classification) on Herrling Island (Attachment 1). As a part of Kinder Morgan’s Integrity Management Program several In Line Inspection technologies are used to ensure the integrity and safety of the pipeline. At this location an In Line Inspection tool identified an anomaly that requires prioritized inspection according to Kinder Morgan’s program requirements (within 30 days of discovery if possible). Kinder Morgan has also reduced the maximum operating pressure in this segment to 80% of the maximum pressure recorded for the past 60 days until this anomaly is inspected and repaired (if required) in accordance with Kinder Morgan’s established process when possible immediate repair conditions are identified. To allow the inspection to proceed within the target schedule it is respectfully requested that the BC Oil and Gas Commission grant Kinder Morgan Canada permission for a prompt inspection. This investigation is required as part of Kinder Morgan’s Pipeline Integrity Management Program to ensure compliance with the National Energy Board’s Onshore Pipeline Regulations.

The integrity investigation requires excavation to expose the buried pipeline. Instream works will be conducted by isolated open-cut trench with implementation of a temporary dam and pump bypass to prevent impact to downstream water quality and discharge volumes. Ground disturbance will be confined to the TMPL right-of-way boundaries.

The works will result in approximately 1,100 m2 of temporary disturbance to the instream and riparian areas associated with the watercourse crossings. Disturbance to riparian vegetation is limited primarily to low-growing shrubs and maintained grasses and herbaceous species. Two mature cottonwood trees within the ROW boundaries have been identified as hazards due to their proximity to the excavation and will require removal.

The watercourse will be restored to preconstruction condition upon completion of the works with no change to its profile or cross section or impacts to flows. With implementation of standards and best practices for instream works the anomaly investigation can be completed without causing serious harm to fish.

For project details please see attached report Works Plan for a stream crossing required for a Kinder Morgan Canada Inc. integrity investigation of the Trans Mountain Pipeline System (KP 1036.119), Herrling Island, BC. (April 6, 2016).

Updated: 03-March-2016 Effective: 01-April-2016 Page 2 of 4 CHANGES IN AND ABOUT A STREAM (WATERCOURSE) INFORMATION H N/A Hydrology

)

NAD 83 Watercourse

UTM Coordinates or Watercourse Crossing Method(s) Works

Name ,

Northing / Easting Duration ocation ID UTM Zone L T=Temporary (%) (P=Permanent, (P=Permanent, or NCD) Riparian Width (m) Depth (m) Watercourse Classificatio as EPMR per Crossing / Number Lake/Wetland ( Stream Gradient

N 5458005.8

One isolated open-cut Unnamed excavation of watercourse 1 10 S6 2.8 2% T No. ephemeral (integrity investigation of an E 596276.6 existing pipeline)

ADDITIONAL INFORMATION REQUIREMENTS I If the proposed activity is located within a spatial or identified area, or deviates from Commission guidelines or regulations, additional information is required. Spatial or Identified Areas:

Special Management Zones as per a BC Land or Coastal Marine Plan Justification Attached N/A Parks, Protected Area or Ecological Reserve Mitigation Strategy Attached N/A

Areas Established by Order under the Oil & Gas Activities Act Mitigation Strategy Attached N/A Areas established by the Commission Mitigation Strategy Attached N/A Stream or waterbody crossings identified by the Commission Mitigation Strategy Attached N/A Agricultural Land Reserve Schedule A Attached N/A Area-based Analysis Enhanced Management and Regulatory Policy Areas Mitigation Strategy Attached N/A Guidance Requirements

Environmental Protection and Management Guideline Mitigation Strategy Attached N/A Regulatory Exemption Requests

Environmental Protection and Management Regulation Exemption Request Attached N/A Oil and Gas Road Regulation Exemption Request Attached N/A Schedule A Report and Appendix II Rationale Statement Details: N/A Schedule A Report Y / N If no, provide reason:

Are all report components attached? Y / N If no, list which components are not and why: Appendix II Rationale Y / N If no, provide reason: Updated: 3-March-2016 Effective: 01-April-2016 Page 3 of 4 APPLICATION DELIVERABLES J Changes In and About a Stream Application Form (1 copy) Works plan N/A

Project Plan (2 copies) Justification or Mitigation Strategy N/A

First Nations Packages (2 copies) N/A Fisheries Habitat Assessment N/A

PEng and/or QP design and plan N/A Additional Information Requirements N/A

Engineering Drawings (for projects requiring PEng) N/A

APPLICANT AUTHORIZATION K I declare that the information contained on this form is complete and accurate information. I have N/A authority, have read, understood and will meet the requirements to construct works and changes in and about a stream in accordance with the Environmental Protection and Management Guide, and the Watercourse Crossings and Works Application and Operations Manual, or conditional approval under Section 11 of the Water Sustainability Act.

I, ______SELENA SHAY______hereby attest that the information contained herein is true and correct: (PRINT NAME)

______2016/04/06______AUTHORIZAED SIGNATORY OF APPLICANT COMPANY DATE (YYYY/MM/DD)

Updated: 3-March-2016 Effective: 01-April-2016 Page 4 of 4

Attachment 3

Report prepared by Scott Resource Services Inc. titled Works Plan for a stream crossing required for a Kinder Morgan Canada Inc. integrity investigation of the Trans Mountain Pipeline System (KP 1036.119), Herrling Island, BC.” (April 6, 2016).

SCOTT RESOURCE SERVICES INC. Environmental Consultants 31856 Silverdale Avenue, Mission, BC V2V 2K9 Tel: (604) 820-1415 Fax: (604) 820-1621 [email protected] / www.scottres.ca

April 6, 2016 ePASS No. 10056100 SRS File No. 2000.05

Jason Turner, R.P. Bio Trans Mountain Pipeline ULC 2700, 300-5th Avenue Calgary, AB T2P 5J2

RE: Works Plan for a stream crossing required for a Kinder Morgan Canada Inc. integrity investigation of the Trans Mountain Pipeline System (KP 1036.119), north of Herrling Island, BC.

1.0 Introduction

As a part of Kinder Morgan’s Integrity Management Program several In Line Inspection technologies are used to ensure the integrity and safety of the pipeline. At this location an In Line Inspection tool identified an anomaly that requires prioritized inspection according to Kinder Morgan’s program requirements (within 30 days of discovery if possible). Kinder Morgan has also reduced the maximum operating pressure in this segment to 80% of the maximum pressure recorded for the past 60 days until this anomaly is inspected and repaired (if required) in accordance with Kinder Morgan’s established process when possible immediate repair conditions are identified. To allow the inspection to proceed within the target schedule it is respectfully requested that the BC Oil and Gas Commission grant Kinder Morgan Canada permission for a prompt inspection.

J. Turner: Kinder Morgan Integrity Investigation TMPL KP 1036.119 April 6, 2016

Scott Resource Services Inc. (SRS) was retained by Kinder Morgan to prepare an application for Authorization under Section 11 of the Water Sustainability Act to the BC Oil and Gas Commission (BCOGC) for these works. This letter provides supplementary information to the BCOGC form “Watercourse Crossing and Works Application Form”.

2.0 Description of the environment

The pipeline investigation for KP 1036.119 is located approximately 1.0 km north of the Herrling Island overpass, where the TMPL ROW is approximately parallel to Highway 1. Selected site photographs taken during a site assessment conducted by Ryan Anaka, M.Sc, A.Ag, of SRS on April 1, 2016 are included in Attachment 2. Figure 1.0 below depicts the configuration of the project site and surrounding area.

KP 1036.119 N

Fraser River

Herrling Island

Figure 1.0 Kinder Morgan integrity investigation at a crossing of an unnamed, non-fish bearing watercourse crossing (KP 1036.119) (Reference: iMap BC, April 2016).

The dig site is situated where the pipeline crosses an unnamed, ephemeral, non-fish bearing watercourse (Crossing 1) that flows east to west across the ROW. Watercourse flow originates from a waterfall on the hillside immediately east side of Highway 1 and is culverted across the road. A 915 mm corrugated steel pipe culvert outfall was located at the east TMPL ROW boundary. The watercourse drains to a ponded area, approximately 100 m downstream of the TMPL ROW, ultimately discharging to the Fraser River. Figure 2 below shows the location of Crossing 1 with respect to the TMPL ROW.

Scott Resource Services Inc. 2 J. Turner: Kinder Morgan Integrity Investigation TMPL KP 1036.119 April 6, 2016

Crossing 1

Figure 2. An unnamed watercourse (yellow dashed-line) crosses the TMPL ROW (red line) at KP 1036.119 (Reference iMapBC, accessed April 2016)

The unnamed watercourse has an average bankfull width of 2.6 m, bankfull depth of 0.2 m, and gradient of 2% at Crossing 1. There was no flow at the crossing, or downstream of the crossing at the time of assessment. However, there was limited flow (approximately 0.1 m/s) from the culvert that went to ground immediately below the culvert. Per the Forest Practices Code of British Columbia Fish Stream Identification Guidebook this reach of the watercourse has a stream riparian classification of S6.

At the pipeline crossing, the channel type consists of cascade-pool with substrate comprised of fines (20%), gravels (40%), cobbles (20%), and boulder (20%). Figure 3.0 below depicts the watercourse

characteristics at the crossing and approximate location of the pipeline anomaly.

KP 1036.119

Figure 3.0 West aspect of the Trans Mountain Pipeline crossing (red-dashed line) at Crossing 1 (downstream view), an unnamed, ephemeral, non-fish bearing watercourse that is tributary to the Fraser River.

The TMPL ROW traverses through mixed deciduous forest at KP 1036.119. Riparian vegetation at Crossing 1 is limited to low-growing shrubs, maintained grasses, and herbaceous species including salmonberry (Rubus discolor), red elderberry (Sambucus racemosa), hardhack (Spiraea douglasii), Pacific ninebark (Physocarpus capitatus), willow (Salix spp.), stinging nettle (Urtica dioica), sword fern

Scott Resource Services Inc. 3 J. Turner: Kinder Morgan Integrity Investigation TMPL KP 1036.119 April 6, 2016

(Polystichum munitum), and lady fern (Athyrium filix-femina). Areas alongside the TMPL ROW are treed, with bigleaf maple (Acer macrophyllum), black cottonwood (Populus balsamifera), and western redcedar (Thuja plicata) the dominant species.

3.0 Description of the proposed works

The integrity investigation at KP 1036.119 is a routine component of Kinder Morgan’s maintenance program. The investigation requires instream works to expose the buried pipeline crossing. Ground disturbance will be confined to the TMPL ROW. Staging, stockpiling of materials, setup of site isolation and bypass equipment is anticipated to be confined to the TMPL ROW.

Construction components for the integrity dig at KP 1036.119 are outlined below. The sketch plan included in Attachment 1 depicts the location of the dig site and the proposed site layout with respect to the watercourse and the TMPL ROW.

3.1 Mobilization – access and staging a) Trucks and machinery will access the TMPL ROW from the southbound lane of Highway 1, approximately 300 m north of the Herrling Island Exit. b) Trucks and machinery will traverse approximately 750 m of the TMPL ROW to the left bank of the unnamed watercourse. Vegetation along the access route consists of maintained grasses and herbaceous species. Access will not require disturbance to mature trees. Rig matting will be installed as required to prevent rutting. c) Two black cottonwood trees located immediately adjacent to the excavation require removal prior to commencement of construction as they pose a hazard to the works. d) The TMPL ROW, immediately south of Crossing 1, will be used for temporary staging and stockpiling. 3.2 Site isolation and watercourse bypass a) The buried pipeline is to be exposed by mechanical excavation. As depicted in Figure 3, the anomaly is located in the centre of the stream channel. Instream works will be conducted by isolated open-cut trench. The watercourse was dry at the time of inspection. Although the watercourse was dry during the site assessment isolation measures and pump equipment will be setup and readied for immediately deployment to prevent downstream sedimentation. b) A sump pump will be installed immediately at the culvert outfall at the TMPL ROW east boundary. c) A polyethylene sandbag berm will be installed immediately downstream of the sump pump. d) Bypass hoses will be run along the right bank of the watercourse and flows discharged immediately downstream of the dig site at a distance that will prevent backwatering of the excavation. A polyethylene sandbag berm may be upstream of the outlet location if it is deemed necessary to prevent backwatering. e) The bypass hose outlets will be wrapped with geotextile or polyethylene and positioned over larger boulders to dissipate energy to prevent scour and sedimentation of the watercourse. f) Gensets will be positioned within the TMPL ROW on the south side of Crossing 1.

Scott Resource Services Inc. 4 J. Turner: Kinder Morgan Integrity Investigation TMPL KP 1036.119 April 6, 2016

3.3. Excavation a) The streambed substrate will be excavated and stockpiled within TMPL ROW and reserved for channel reconstruction. b) Topsoil from the banks will be excavated and stockpiled within the TMPL ROW and reserved for bank reconstruction to promote revegetation. c) Sump-pumps will be installed in the excavation for dewatering. Water will be discharged to adjacent vegetated area to allow infiltration to ground.

3.4 Investigation and repair a) Sandblasting of the exposed pipeline will be undertaken to allow for investigation. Tarps will be laid on the bottom of the excavation area to catch sandblasting grit and coating material. Captured material is to be collected in 45 gallon drums and disposed of as required. All materials used for the investigation are inert and non-toxic once cured. 3.5 Watercourse reconstruction Upon completion of the anomaly investigation the watercourse will be reconstructed to its pre-construction condition such that there is no change to its profile or cross sectional dimensions and no impact to flows. A Qualified Environmental Professional (QEP) will oversee channel reconstruction to ensure the works have no permanent impacts on the watercourse crossings. a) Reserved channel substrate material will be used to restore preconstruction channel morphology. b) The banks of the watercourse will be reconstructed to its pre-construction grade. c) Site remediation including stabilization of disturbed soil, seeding with a coastal reclamation seed mix and installation of erosion protection measures as directed by the QEP. Kinder Morgan is required to complete this investigation by April 29th, 2016 and will commence work immediately upon issuance of the Water Sustainability Act Authorization. As the watercourse is ephemeral and non-fish bearing, these works can be conducted outside of the Lower Mainland instream work window without serious harm to fish. Works will be completed as quickly as possible once commenced and are anticipated to require 10 days to complete.

4.0 Extent of project footprint in and or near water

Disturbance associated with the proposed works are temporary in nature. The site is to be accessed by the existing TMPL ROW. Site isolation and instream excavation will be confined to the TMPL ROW. The works will result in approximately 1,100 m2 of temporary disturbance to the instream (20 m2) and riparian (1,080 m2) areas associated with the watercourse crossings.

Disturbance to riparian vegetation is limited primarily to low-growing shrubs and maintained grasses and herbaceous species. Two cottonwood trees (approximately 20 cm diameter breast height) within the ROW boundaries have been identified as hazards due to their proximity to the excavation and will require removal. These trees will be cut into length and applied as coarse woody debris in the forested areas alongside the TMPL ROW to enhance terrestrial habitat. Per federal and provincial best management practices for ROW maintenance of riparian vegetation this disturbance will not exceed one-third of the existing woody vegetation within 30 m of Crossing 1.

Scott Resource Services Inc. 5 J. Turner: Kinder Morgan Integrity Investigation TMPL KP 1036.119 April 6, 2016

Crossing 1 will be restored to its pre-construction condition upon completion of the pipeline investigation with no change to its profile or cross section or impacts to flows.

5.0 Mitigation and best management practices

Works for the integrity investigation at KP 1036.119 will be undertaken with implementation of stream protection measures per the BCOGC Environmental Protection and Management Guide (Version 2.2) and provincial standard and best practices for instream works and Fisheries and Oceans Canada Measures to Avoid Causing Harm to Fish and Fish Habitat.

An Environmental Management Plan outlining site specific mitigation measures for instream works, erosion and sediment control and spill prevention has been prepared for implementation during construction (Attachment 3).

KMC will retain the services of a Qualified Environmental Professional who will act as Environmental Monitor (EM) for the project. The EM will oversee environmentally sensitive work, mitigation practices and erosion and sediment control measures to ensure compliance with the BCOGC issued Water Sustainability Act Section 11 Authorization.

6.0 Regulatory approvals

In addition to the Section 11 Water Sustainability Act Authorization Kinder Morgan will notify the National Energy Board of these works. As these works will not result in serious harm to fish there is no requirement to obtain Authorization under Section 35 of the Fisheries Act.

7.0 Closing

Provided implementation of best management practices for instream works, and diligent work practices, the proposed works can be completed without causing serious harm to fish or negative residual impacts to the ephemeral, non-fish bearing watercourse at KP 1036.119. I trust this is the information you require at this time. If you have any questions, comments or require further information, please contact the undersigned at (604) 425-1919.

Sincerely,

SCOTT RESOURCE SERVICES

Selena Shay, R.P.Bio., B.Sc Project Manager/Senior Biologist

Cc: BC Oil and Gas Commission Doug Barsaloux, Kinder Morgan Canada Inc. Kelvin Stelter, Kinder Morgan Canada Inc.

Scott Resource Services Inc. 6 J. Turner: Kinder Morgan Integrity Investigation TMPL KP 1036.119 April 6, 2016

Attachments (3)

Attachment 1 Project Plan Attachment 2 Selected site photographs Attachment 3 Environmental Management Plan

Scott Resource Services Inc. 7 J. Turner: Kinder Morgan Integrity Investigation TMPL KP 1036.119 April 6, 2016

References

BC Ministry of Environment. iMapBC. Available: http://maps.gov.bc.ca/ess/sv/imapbc/ (Accessed: April 2016).

Scott Resource Services Inc. 8 Attachment 1

Project plan

PROJECT LOCATION N N

DIRECTION OF FlOW PROJECT LOCATION CROSSING 1

UNNAMED WATERCOURSE

2 4 " Finuchi Rd T ra n s M o un ta in KEY KEY PLAN PLAN Pi pe SCALE SCALE 1:50,000 1:50,000 li ne

Sumas Mountain Rd KP 1036.119 DIG LOCATION (CROSSING 1) 24” TRANS MOUNTAIN PIPELINE

TRANS MOUNTAIN PIPELINE RIGHT-OF-WAY BOUNDARIES

TRANSMOUNTAIN PIPELINE SYSTEM - WESTERN REGION INTEGRITY DIG 24” MAINLINE KP 1036.119 WITHIN AN UNNAMED WATERCOURSE NEAR HERRLING ISLAND, B.C.

CROSSING NO. 1 UNNAMED WATERCOURSE 1084 NAD 83 UTM ZONE 10 N. 5458005.8 E. 596276.6 49.267230, -121.676600 BCGS MAPSHEET: 092H0022 BC OIL AND GAS COMMISSION ePASS NO. 10056100 APPLICANT: Trans Mountain Pipeline ULC TYPE OF WORK: Routine pipeline maintenance. Integrity dig by isolated open-cut excavation.

PROJECT PLAN SUBMITTED BY: Scott Resource Services on behalf of Transmountain Pipeline ULC FIELD SURVEY COMPLETED BY: Scott Resource Services on April 1, 2016 DRAWING DATE: April 4, 2016

SRS Project No: 2000.05 Drawing No. ENV_KMC_2000.05_160404 SHEET 1 OF 1

SCOTT RESOURCE SERVICES 201 - 34143 Marshall Road, Abbotsford, BC, V2S 1L5 -100 0 100 200 Tel: (604) 820-1415 Fax: (604) 820-1621 [email protected] www.scottres.ca METRES Attachment 2: Selected site photographs

Photograph 1. South aspect along TMPL ROW. Access route Photograph 2. North aspect towards left bank of Crossing 1, an to KP 1036.119 (April 1 2016). ephemeral S6 stream tributary to the Fraser River (April 1 2016).

Photograph 3. Downstream view of Crossing 1. The investigation Photograph 4. Upstream view of Crossing 1. Flows are east site is demarcated with yellow flagging in the centre of the to west across the TMPL ROW with a culvert outfall at the channel of the ephemeral stream (April 1 2016). east ROW boundary (April 1 2016).

Attachment 2: Selected site photographs

Photograph 5. Upstream view of the ephemeral stream Photograph 6. Dig site at KP 1036.119 is located at the towards the dig site at KP 1036.119 (April 1 2016). centre of the ephemeral stream channel that was dry during

site assessment (April 1 2016).

Photograph 7. South aspect of TMPL ROW on left bank of Photograph 8. Two black cottonwood trees are located the ephemeral watercourse where equipment is to be staged immediately adjacent to the dig site. These hazard trees are during construction (April 1 2016). to be removed prior to construction (April 1 2016).

Attachment 3 Environmental Management Plan

TRANS MOUNTAIN PIPELINE SYSTEM INTEGRITY INVESTIGATION FOR THE 24” MAINLINE (KP 1036.119) AT A CROSSING OF AN UNNAMED WATERCOURSE CROSSING NORTH OF HERRLING ISLAND

ENVIRONMENTAL MANAGEMENT PLAN

Prepared by:

Scott Resource Services

Prepared for: Kinder Morgan Canada Inc.

SRS Project Number: 2000.05 April 2016

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016

1.0 BACKGROUND AND PURPOSE OF THE ENVIRONMENTAL MANAGEMENT PLAN Kinder Morgan Canada Inc. (Kinder Morgan) will conduct an integrity investigation of the 24” mainline of the Trans Mountain Pipeline System (TMPL) at a crossing (KP 1036.119) of an unnamed, ephemeral, non-fish bearing watercourse (Crossing 1) west of Trans-Canada Highway, north of Herrling Island. This investigation is required as part of Kinder Morgan’s Pipeline Integrity Management Program and constitutes routine pipeline maintenance. The integrity investigation requires excavation to expose the buried pipeline. Instream works will be conducted by isolated open-cut trench. This project will occur in April when the stream is either dry or anticipated to convey limited flow. Isolation measures and pump equipment will be setup and readied for immediately deployment to prevent downstream sedimentation. Ground disturbance will be confined to the TMPL right-of-way boundaries. Access to the site will be along the TMPL ROW from the left (south) bank of the watercourse. The works will result in approximately 1,100 m2 of temporary disturbance to the instream (20 m2) and riparian (1,080 m2) areas associated with the watercourse crossings within the TMPL ROW. Disturbance to riparian vegetation will be limited primarily to low-growing shrubs, maintained grasses and herbaceous species. Two mature black cottonwood trees within the ROW boundaries have been identified as hazards and will require removal. Diligent work practices during construction are required to prevent impacts to fish habitat and downstream fish populations. This Environmental Management Plan (EMP) outlines site specific mitigation measures to be implemented during construction to prevent/minimize environmental disturbance during construction. It is the responsibility of Kinder Morgan and/or contractors to: 1) read and understand this EMP; 2) abide by the terms and conditions of this EMP; 3) abide by the terms and conditions of environmental regulatory approvals; 4) procure, implement and/or install the appropriate measures at the appropriate times; and 5) keep a copy of this EMP and the regulatory approvals onsite at all times during construction.

Table 1. Key personnel contact information

CONTACT NAME OFFICE # CELL # EMAIL Trans Mountain Pipeline ULC Jason 604‐268‐3008 604‐209‐1351 [email protected] Environmental Health & Turner Safety Coordinator Trans Mountain Pipeline ULC Doug 604-268-3078 604-861-1968 [email protected] Pipeline Integrity Barsaloux Supervisor

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 2

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016

Trans Mountain Pipeline James ULC Pipeline Integrity 604-860-8143 [email protected] Robertson

Scott Resource Services Selena 604-425-1919 604‐768‐9481 [email protected] Environmental Monitor Shay

Kinder Morgan Canada Inc. 780-449-5732 - - Control Centre Operator

2.0 SCOPE AND LOCATION OF WORK The integrity investigation requires exposure of a section of pipeline where it crosses beneath an unnamed, ephemeral, non-fish bearing watercourse. The watercourse flows east to west across Trans-Canada Highway and the TMPL ROW, eventually discharging to a tributary of the Fraser River. Figure 1 below depicts the approximate configuration of the dig site with respect to the surrounding area.

TMPL ROW access

Figure 1. Annotated aerial photo of the project location. The unnamed watercourse (yellow dashed- line) crosses the TMPL ROW (red dashed-line) at KP 1036.119 (Reference GoogleEarth, April 2016). The dig site will be accessed from the southbound lane of Trans-Canada Highway and the TMPL ROW. Works will be completed from the left (south) bank of the unnamed watercourse. Rig mats will be installed, as required, along the ROW to minimize disturbance to soil and vegetation. Vegetation at the

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 3

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 project location is consistent with that of maintained ROW and consists primarily of low growing shrubs, maintained grasses, and herbaceous species. Two black cottonwood trees inside the ROW boundaries pose hazard to the works given their immediate proximity to the excavation. These trees are to be removed prior to the commencement of construction. The pipeline will be exposed by mechanical excavation. Excavation works are to be confined to the TMPL ROW. The stream crossing will be restored to the preconstruction condition without impact to flows and with no change to the watercourse profile and cross section. Site restoration including stabilization and seeding of disturbed soils will be completed. 3.0 ENVIRONMENTAL MONITORING a) Kinder Morgan has retained Scott Resource Services (SRS) as the Qualified Environmental Professional (QEP) who will act as the environmental monitor (EM) for the project. b) An onsite pre-construction meeting will be held amongst the EM, Kinder Morgan and any subcontractor(s) to ensure an understanding of the EMP and the expectations concerning mitigation measures for the project. c) The EM will be notified a minimum of 5 days prior to the start of ground disturbing activities. d) As works will be conducted during the migratory bird nesting window, a pre-clearing bird nest survey will be conducted by the EM prior to the commencement of works. Removal of vegetation must not proceed until the EM has provided confirmation that active nests were not detected. e) The EM will conduct a pre-construction survey sweep of the access and work area to ensure that there is no wildlife present that could be harmed. The crew must not mobilize to the site until the EM has indicated that works can proceed. f) The EM will provide inspection memorandum to Kinder Morgan following each site visit. g) The EM will provide full-time monitoring at the startup of construction, during establishment of site isolation, and setup of bypass equipment. Full-time monitoring will also be provided during watercourse reconstruction. Thereafter, monitoring will be part-time with inspections occurring weekly, or within 24 hours of a significant rainfall (i.e. > 25 mm/24 hours), whichever is greater. h) If dewatering is required, the EM will collect turbidity measurements as required to confirm that water quality is not impacted as a result of construction activities. i) If required, the EM will inspect any dewatering of the excavation. Sediment-laden water will be pumped to a vegetated area for infiltration to ground. Sediment-laden water must not be permitted to enter any watercourse or drainage. Kinder Morgan, the contractor, and the EM will review the discharge location prior to discharge. The EM must approve the location of discharge. j) The EM is to oversee reconstruction of the stream at Crossing 1 at completion of the works. k) If flows are present in the unnamed watercourse, the EM will monitor turbidity following completion of watercourse reconstruction. Flushing sediment from the watercourse and discharging sediment-laden water to ground may be required until water quality meets regulatory standards for turbidity. Flows must not be reinstated to the watercourse until the EM confirms to the contractor/Kinder Morgan that water quality is acceptable. l) The EM will identify and report any emerging environmental issues and/or any activities conducted in a manner that is not compliant with this EMP and any project environmental approvals.

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 4

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 m) The EM will not consider the project to be complete and in compliance with standards and best practices if there are any outstanding environmental mitigation measures. 4.0 ENVIRONMENTAL PROTECTION MEASURES All construction activities associated with the KP 1036.119 dig site are to be conducted in such a manner as to limit impacts to all watercourses and riparian areas. The general requirements for the proposed works include (but are not limited to) the following. a) Construction areas are to be kept orderly during construction and all construction waste should be removed from the site at the conclusion of the project. b) Effort will be made to avoid damage/removal of vegetation other than required for excavation for the anomaly investigation. c) Construction activities will be conducted in a manner that prevents sediment and deleterious substances from entering any watercourse. d) Erosion and sediment control (ESC) measures should be in place as required prior to commencement of construction and should be maintained for the duration of the project. ESC mitigation measures are outlined in Section 4.4 below. e) The Contractor will follow the machine requirements and maintenance as identified in Section 4.5 below. f) Construction activities will be conducted in a manner to protect wildlife and wildlife habitat. All food, garbage and solid waste generation will be contained appropriately in vehicles and/or in proper storage containers, and removed upon completion of the works. 4.1 Mitigation pertaining to riparian disturbance The integrity investigation for KP 1036.119 will require ground disturbance within the TMPL ROW. Vegetation disturbance is anticipated to be limited to low-growing shrubs, maintained grasses and herbaceous species. There are two black cottonwood trees that will also be removed prior to commencement of works as they present a hazard to the excavation. The following mitigation measures are provided to prevent unnecessary riparian disturbance. a) Site layout is to be completed prior to commencement of construction activities to identify the limits of disturbance and approved work areas. Construction area boundaries are to be clearly flagged to ensure that no work or disturbance occurs beyond these approved boundaries. b) Works are to be confined to the TMPL ROW. c) All crew members, especially excavator operators, are to have a clear understanding of the approved work areas. d) With hazard tree removal the felled timber is to be bucked up into lengths and placed along the edge of the ROW as coarse woody debris. Tree material must not be chipped and disposed of onsite. The cotton wood stumps will be left in place for slope stability and natural regeneration? 4.2 Mitigation pertaining to invasive plants The integrity investigation for KP 1036.119 will require use of machinery and equipment and disturbance of soils and vegetation. The following mitigation measures are provided to prevent the introduction and/or spread of invasive plants at the dig site and adjacent locations.

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 5

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 a) The environmental monitor will survey the dig site immediately prior to construction to confirm that noxious weeds are not present. If present, these plants should be manually removed and disposed of to prevent further spread to adjacent areas. b) Machinery is to be free of soil prior to mobilization to the site to prevent introduction of invasive plants through viable seed that may be harbored in the soil. c) Rig matting used for site access is to be free of soil prior to site deliver to prevent introduction of invasive plants through viable seed that may be harbored in the soil. d) Any soils that are to be imported to the site for backfill should be sourced from a reputable supplier to prevent introduction of invasive/noxious weeds. e) Disturbed/exposed soils will be seeded with the KMC Seed Mix (40% Turf-type tall fescue, 40% Hard fescue, 20% Turf-type perennial ryegrass ). Seed is to be certified as weed-free. A copy of the certificate should be provided to the EM. 4.3 Mitigation of instream construction activities The integrity investigation for KP 1036.119 will require instream work. The following mitigation measures are provided to prevent unnecessary instream disturbance to the unnamed watercourse at Crossing 1 and downstream water quality and quantity. a) Instream construction will be pursued to completion as quickly as possible once started. b) All instream work will be completed in isolation of flow. c) As the unnamed watercourse is non-fish bearing, a fish salvage will not be required for this project. d) Prior to commencement of construction the environmental monitor will survey the work area. Any amphibians encountered in the area will be relocated to an area outside of the construction area. e) Although the watercourse was dry during the site assessment isolation measures and pump equipment will be setup and readied for immediately deployment to prevent downstream sedimentation. f) A sump pump will be installed immediately at the culvert outfall at the TMPL ROW east boundary. g) A polyethylene sandbag berm will be installed immediately downstream of the sump pump. h) Bypass hoses will be run along the right bank of the watercourse and flows discharged immediately downstream of the dig site at a distance that will prevent backwatering of the excavation. A polyethylene sandbag berm may be upstream of the outlet location if it is deemed necessary to prevent backwatering. i) The bypass hose outlets will be wrapped with geotextile or polyethylene and positioned over larger boulders to dissipate energy to prevent scour and sedimentation of the watercourse. j) Gensets will be positioned within the TMPL ROW on the south side of Crossing 1. k) If discharge water is encountered, turbidity will be monitored by the EM to ensure the works are in compliance with Fisheries and Oceans Canada (DFO) guidelines for turbidity. Current DFO guidelines for discharge of sediment, sediment-laden water, and turbid water are as follows:

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 6

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 i. turbidity shall not exceed 25 nephelometric turbidity units (NTU) during normal weather conditions (less than 25 mm of rain in the 24 hours prior). ii. turbidity shall not exceed 100 nephelometric turbidity units (NTU) during significant rainfall events (equal to or greater than 25 mm of rain in the 24 hours prior). l) The streambed substrate will be excavated and stockpiled within TMPL ROW and reserved for channel reconstruction. m) Topsoil from the banks will be excavated and stockpiled within the TMPL ROW and reserved for bank reconstruction to promote revegetation. n) The contractor is responsible to ensure that site isolation is maintained and that downstream flows (volume and water quality), if present, are not compromised for the duration of construction. o) Backup pumps (of adequate size) and extra lengths of hose should be onsite at all times during all instream works to divert flows around the works in the event of heavy rainfall. p) The excavation is to be backfilled with reserved materials without altering the original invert of the channel. Reconstruction of the watercourse must be overseen by the project EM. The watercourse will be reconstructed to its pre-construction condition such that there is no change to its profile or cross sectional dimensions and no impact to flows. 4.4 Mitigation pertaining to erosion and sediment control The integrity investigation for KP 1036.119 will require operation of heavy machinery and equipment for instream works within the unnamed watercourse. Silts and fine materials introduced into watercourses can have adverse effects on the aquatic environment. The following mitigation measures and work practices with respect to erosion and sediment control should be implemented during construction. a) Weather and stream flow conditions should be monitored regularly during and in the days leading up to the works. b) Per current DFO guidelines, turbidity of discharge to the municipal drainage system shall not exceed 25 nephelometric turbidity units (NTU) for the duration of the works. c) The chance of preventing sediment transport to fish habitat, and complying with DFO guidelines for turbidity is virtually zero, unless good erosion control is adopted on the site. It is ultimately less expensive, to prevent erosion than it is to try and remove suspended sediment from water. d) Construction activities should be conducted in a manner that prevents sediment or sediment- laden waters from entering any watercourses, ditch, catch basin or swales draining to fish habitat. Kinder Morgan and/or the contractor are responsible for installing effective ESC measures prior to the commencement of construction. e) Sufficient quantities of silt fence, erosion control blankets, sandbags, filter cloth, or polyethylene sheeting etc., necessary to stabilize disturbed ground should be onsite prior to the commencement of major earthworks. f) Maintenance, repairs and any additional ESC measures deemed necessary will be made immediately by Kinder Morgan and/or the contractor. g) All efforts will be made to minimize disturbance to vegetation (including grass) where possible. h) Rig matting may be installed as required along the ROW to the dig site to minimize soil disturbance and prevent rutting.

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 7

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 i) Silt fence may need to be installed along the west ROW boundary as there is watercourse that flows adjacent to the ROW along the access route. Requirements are to be reviewed with the EM. j) All disturbed slopes, watercourse banks, and ground surfaces that may contribute sediment- laden water into sensitive fish habitats during precipitation events should be stabilized by application of polyethylene sheeting or by installation of silt fence. The EM will review site specific requirements for these measures with Kinder Morgan and the contractor. k) Where possible, excavated materials are to be located where they will not result in the sedimentation of any watercourse. Stockpiled materials are to be contained with silt fence or covered with polyethylene sheeting to prevent sediment from entering any watercourses. l) Any material that is moved offsite should be disposed of in such a manner as to prevent its entry into any watercourse, floodplain, ravine, drainage or storm system. m) Sump pumps will be installed within the excavation to prevent accumulation of groundwater and/or rain water. This water will be pumped and discharged to a stable vegetated area within the ROW, north of the unnamed watercourse, to allow infiltration to ground. This location is to be reviewed by the EM, Kinder Morgan, and the contractor prior to discharge. Water must not be allowed to re-enter any watercourse unless turbidity measurements taken by the EM indicate that water quality parameters have been met. Kinder Morgan, the contractor, and the EM should review the discharge location prior to commencing this activity. Kinder Morgan’s C.4 Discharge Water Release Form should be completed by either the EM or Kinder Morgan on a daily basis (See Attachment 1). n) Disturbed soils will be stabilized and seeded with coastal reclamation seed mix and covered with erosion control blanket. 4.5 Mitigation pertaining to operation of machinery The integrity investigation for KP 1036.119 will require operation of heavy machinery and equipment for instream works within the unnamed watercourse. The following mitigation measures and work practices with respect to machinery operation are to be implemented during the works. a) All equipment shall be cleaned and inspected by Kinder Morgan and/or the contractor for leaks prior to mobilization to the site. Equipment with fuel or fluid leaks, or excess oil or grease will not be permitted to enter the work site. b) Kinder Morgan and/or the contractor shall maintain all equipment in good operating condition to minimize losses of hydraulic fluids, lubricants or fuels. This will include daily inspections of fuel and hydraulic lines. c) Operators will be held responsible to ensure that oil, grease or other deleterious substances do not enter any environmentally sensitive area. d) All heavy machinery and crew trucks onsite are to be equipped with portable spill kits for primary spill response. Spill kits must be equipped with materials appropriate to the machinery and potential spill volume. e) Refueling of machinery must be conducted in a designated area and using tidy tanks. Spill kits must be located in these areas to allow for immediate response to potential spills.

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 8

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 4.6 Mitigation pertaining to spill prevention and containment The integrity investigation for KP 1036.119 will require operation of heavy machinery and equipment for instream works within the unnamed watercourse. Fuels, lubricating oils, hydraulic fluids or any other deleterious substances that are to be used in the construction area can negatively impact the terrestrial and aquatic environments and must be strictly managed. The following mitigation measures, work practices and responses with respect to spill prevention and containment of any deleterious substances are to be implemented. a) Kinder Morgan and/or the contractor will ensure that all onsite staff are aware of spill kit location and method of deployment. The contractor is responsible for all environmental procedures and practices. b) All construction equipment and heavy machinery used for these works must be mechanically sound, clean, and free of leaks or excessive oil and grease. c) All fuels, lubricants and toxic substances must be stored in locked structures during non-work hours. d) Small fuel containers (i.e. jerry cans, canisters, pails) will be placed on stable spill containment pads while not in use. e) Refueling or servicing of heavy machinery or equipment will be conducted at a designated area at the site. f) Secondary containment must be provided for all small equipment (pumps, generators, etc.) that is within the work area. g) All heavy machinery and crew trucks onsite are to be equipped with portable spill kits for primary spill response. Spill kits must be equipped with materials appropriate to the machinery and potential spill volume. Spill kits must include absorbent booms of appropriate length to the watercourse. h) Spill kits with materials for large spills must be kept onsite and readily accessible. Given the size of the project site it is recommended that spill kit supplies be kept with the gensets and/or pumps for the bypass and in proximity to the excavation site. All material and equipment needed to contain and clean up releases of any deleterious substance must be kept onsite and readily accessible for the duration of the work. Empty barrels will be maintained onsite for the disposal of contaminated absorbents and other materials. i) Contents of all spill kits will be replenished on an as needed basis. j) Spills of any deleterious substance (including oil, fuels, hydraulic fluids or any chemical) to ground or water, regardless of volume, must be reported to the EM and Kinder Morgan immediately. k) Any spill of a substance toxic to aquatic life will be immediately reported to the Kinder Morgan Environmental Health & Safety Coordinator or the Kinder Morgan Control Center. Kinder Morgan will notify regulatory agencies of the spill as required. 5.0 ENVIRONMENTAL INCIDENT AND SPILL REPORTING Kinder Morgan has an emergency notification system in place for emergency response purposes. This system includes a pre-determined contact group, automated text messaging system (ERL), emergency notification database (E-Contacts), and a cellular phone-based means of contact.

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 9

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 This notification system is tested quarterly (every 90 days) to ensure the response capabilities are adequate and effective. Unannounced tests may be performed either during or after regular business hours. In the event of a sediment release, spill of a deleterious substance or discharge of a deleterious substance into a watercourse the onsite Kinder Morgan Supervisor would immediately contact the Kinder Morgan Environmental Health and Safety Coordinator or the Control Centre Operator (CCO). 6.0 WASTE MANAGEMENT AND DISPOSAL The contractor will comply with all applicable permit conditions and legislation with respect to the handling, transportation, and/or disposal of all materials related to this Project (waste or otherwise). These regulations may include (but not be limited to) the Hazardous Waste Regulations and Contaminated Sites Regulation of the provincial Environmental Management Act, Spill Reporting Regulations, Workers Compensation Board Regulations, Transportation of Dangerous Goods Regulations. In general, the contractor shall be responsible for the following items with respect to waste management and disposal. a) The contractor shall be responsible for the regular collection and disposal of all waste material generated by employees and sub-contractors. b) Construction debris shall not be allowed to accumulate on the construction site but shall be collected promptly and regularly removed from the site. c) The contractor shall ensure that waste materials are placed and stored in suitable containers. d) At no time shall any waste material be allowed to enter any watercourse (either directly or indirectly). e) Waste material shall be disposed of at an approved waste disposal site. f) The contractor will ensure that all reasonable efforts are implemented to eliminate or minimize waste production. g) Only facilities approved by the authorities having jurisdiction may be used for disposal or recycling of any waste (garbage, trash, hazardous material, etc.). 6.1 Non-hazardous waste Solid waste generated during this project (i.e. general refuse, construction debris, surplus soil) requiring off-site disposal will require approval from the local landfill operator prior to disposal. Local landfills may have specific restrictions on waste items accepted. The contractor is required to comply with these procedures and only landfills authorized to accept the specific products shall be used. Recyclable material, such as paper and cardboard products, glass bottles and plastic and metal containers should be recycled where possible. The contractor is responsible for the proper collection and transportation of garbage and recyclable waste to disposal facilities (i.e. sanitary landfill or appropriate recycling facilities where available) in accordance with provisions of all applicable legislation. 6.2 Hazardous waste It is the contractor’s responsibility to determine whether any waste generated with the works has any hazardous or toxic characteristics, or is identified as a Hazardous Waste by the Ministry of Environment

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 10

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016 (MOE), Environment Canada, or any other authority having jurisdiction, and to treat this material appropriately. All hazardous waste must be generated, transported, stored and disposed of in accordance with the Hazardous Waste Regulation of the Environmental Management Act and all other applicable federal and provincial legislation, regulations and guidelines. The contractor is responsible for obtaining all necessary approvals and permits related to the generation, storage, transportation and disposal of hazardous waste. Hazardous wastes generated during this project could include waste petroleum products (engine oils, lubricants) from machinery and equipment, spent batteries, solvents and cleaning agents. Should soils, groundwater or other materials become contaminated as a result of the works, the contractor shall dispose of all materials and hazardous wastes in accordance with the Environmental Management Act, and its associated regulations. It should be noted that absorbent materials or soils contaminated with oil (greater than 3% by weight) are classified as hazardous waste under the provincial Environmental Management Act and must be disposed of accordingly. 6.3 Contaminated soils Contaminated soil is not expected to be encountered in association with these works. If suspected (i.e. by sight or smell), the EM and the Kinder Morgan Environmental Health & Safety Coordinator shall be immediately notified and laboratory testing for soil contaminants will be conducted as required. Soil shall not be removed from site until the soil has been tested and test results have been reviewed. Contaminated soil shall only be received by an authorized landfill. The Contractor shall dispose of all soil in accordance with regulations under the Environmental Management Act. 6.4 Sanitary waste Portable sanitary facilities will be located, where in the event that it is accidentally tipped over or vandalized that its contents will not be discharged into the watercourse. The unit should be tied down or anchored, such that they cannot be blown or tipped over. 7.0 ARCHAEOLOGICAL ARTEFACTS Should archaeological remains be encountered, the Contractor must cease ground-disturbing operations in the immediate vicinity of the remains, such as is necessary to ensure that the remains are not unduly disturbed. Kinder Morgan, the EM, an archaeologist and the Archaeology and Registry Services Branch must be contacted immediately regarding the identification of such remains. Ground disturbing operations should remain suspended until such time as the remains can be properly evaluated by a professional archaeologist(s) approved by the local First Nation with traditional territory jurisdiction. Management measures would have to be developed and implemented based on input from the First Nations.

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 11

Kinder Morgan Canada Inc. – Integrity Investigation KP 1036.119 April 2016

Attachment 1 Kinder Morgan C.4 Discharge Water Release Form

Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 12

ENVIRONMENT MANUAL C.4 Discharge Water Release Form

KMC Right-of-Way

PIPELINE SYSTEM NAME:

KILOMETER POST/SITE DESCRIPTION:

INSTRUCTIONS Technicians are responsible for the proper evaluation and discharge of surface run-off water from excavation areas. Technicians are to complete the form for each water discharge event at a site. Completed forms must be forwarded to the EHS Coordinator within 48 hours of water discharge.

THIS FORM IS INTENDED TO DOCUMENT DISCHARGES FROM A SINGLE DIG SITE. Does Sheen Discharge Flow Floating Visible Release Date Present Directly into Sampled By Solids Foam Volume Discharge Date Comments YY/MM/DD (Yes / Surface Water Present Present (Estimate m3) No)) Body? (Yes / No)*

*WARNING: If any parameters are "yes," do not proceed with discharge—contact the EHS Coordinator for instructions.

Revision: December 31, 2013 Page 1 of 1

Attachment 4

Project Plan (Drawing No. ENV_KMC_2000.05_160404 SHEET 1 OF 1) PROJECT LOCATION N N

DIRECTION OF FlOW PROJECT LOCATION CROSSING 1

UNNAMED WATERCOURSE

2 4 " Finuchi Rd T ra n s M o un ta in KEY KEY PLAN PLAN Pi pe SCALE SCALE 1:50,000 1:50,000 li ne

Sumas Mountain Rd KP 1036.119 DIG LOCATION (CROSSING 1) 24” TRANS MOUNTAIN PIPELINE

TRANS MOUNTAIN PIPELINE RIGHT-OF-WAY BOUNDARIES

TRANSMOUNTAIN PIPELINE SYSTEM - WESTERN REGION INTEGRITY DIG 24” MAINLINE KP 1036.119 WITHIN AN UNNAMED WATERCOURSE NEAR HERRLING ISLAND, B.C.

PROJECT PLAN SUBMITTED BY: Scott Resource Services on behalf of Transmountain Pipeline ULC FIELD SURVEY COMPLETED BY: Scott Resource Services on April 1, 2016 DRAWING DATE: April 4, 2016

SRS Project No: 2000.05 Drawing No. ENV_KMC_2000.05_160404 SHEET 1 OF 1

SCOTT RESOURCE SERVICES 201 - 34143 Marshall Road, Abbotsford, BC, V2S 1L5 -100 0 100 200 Tel: (604) 820-1415 Fax: (604) 820-1621 [email protected] www.scottres.ca METRES PROJECT LOCATION N N

DIRECTION OF FlOW PROJECT LOCATION CROSSING 1

UNNAMED WATERCOURSE

2 4 " Finuchi Rd T ra n s M o un ta in KEY KEY PLAN PLAN Pi pe SCALE SCALE 1:50,000 1:50,000 li ne

Sumas Mountain Rd KP 1036.119 DIG LOCATION (CROSSING 1) 24” TRANS MOUNTAIN PIPELINE

TRANS MOUNTAIN PIPELINE RIGHT-OF-WAY BOUNDARIES

TRANSMOUNTAIN PIPELINE SYSTEM - WESTERN REGION INTEGRITY DIG 24” MAINLINE KP 1036.119 WITHIN AN UNNAMED WATERCOURSE NEAR HERRLING ISLAND, B.C.

PROJECT PLAN SUBMITTED BY: Scott Resource Services on behalf of Transmountain Pipeline ULC FIELD SURVEY COMPLETED BY: Scott Resource Services on April 1, 2016 DRAWING DATE: April 4, 2016

SRS Project No: 2000.05 Drawing No. ENV_KMC_2000.05_160404 SHEET 1 OF 1

SCOTT RESOURCE SERVICES 201 - 34143 Marshall Road, Abbotsford, BC, V2S 1L5 -100 0 100 200 Tel: (604) 820-1415 Fax: (604) 820-1621 [email protected] www.scottres.ca METRES

Attachment 5

Email correspondence “160405 Consultative Areas Database Report Confirmation - ePass 10056100” dated April 5, 2016 between Scott Resource Services Inc. and the BC Oil and Gas Commission Selena Shay

From: Freer, Michael Sent: Wednesday, April 06, 2016 3:57 PM To: Selena Shay Subject: RE: First Nation Consultation for PRRO

Hi Selena,

Your report is consistent with what I am pulling up as well.

Take Care

Michael Freer Fort St John BC T. 250 794-5335 First Nations Strategic Engagement Advisor Office Address Directory F. 250-794-5390 [email protected] bcogc.ca

This email and any attachments are intended only for the named recipient and may contain confidential and/or privileged material. Any unauthorized copying, dissemination or other use by a person other than the named recipient of this communication is prohibited. If you received this in error or are not named as a recipient, please notify the sender and destroy all copies of this email immediately.

From: Selena Shay [mailto:[email protected]] Sent: Wednesday, April 6, 2016 3:02 PM To: Freer, Michael Subject: RE: First Nation Consultation for PRRO

Thank you Michael. This answers my questions perfectly.

I was hoping to have my application packages sent up today. We had sent Annette an email yesterday with a copy of our CAD report to confirm that our results correspond to the results of the BCOGC. We have done this for the last year or so – we always include a copy of this email correspondence with out applications. I hate to be a pest and I know you are all very busy. Would someone be able to look over our CAD report to see if it matches the list of FN bands that the OGC will consult with to ensure that our submission is complete. Our ePASS number is 10056100.

Thank you in advance. Selena

Selena Shay, R.P.Bio., B.Sc. Project Manager/Senior Biologist Practice Leader – Environmental Sciences Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 201 – 34143 Marshall Road 1 Abbotsford, BC V2S 1L8 Office: 604.425.1919 Fax: 604.820.1621 Cell: 604.768.9481 Email: [email protected] Website: www.scottres.ca

This e‐mail message is intended only for the use of the individual to which it is addressed and may contain confidential or personal information which may be subject to the applicable laws. It is therefore not to be distributed, copied, disclosed, or forwarded to other unauthorized persons. If you receive this e‐mail in error, please notify the sender immediately at the telephone number listed above. Thank you for your cooperation. Scott Resource Services Inc. does not accept liability for any errors, omissions, corruption, or virus in the contents of this message or any attachments, that arise as a result of e‐mail transmission.

From: Freer, Michael [mailto:[email protected]] Sent: Wednesday, April 06, 2016 2:56 PM To: Selena Shay Subject: RE: First Nation Consultation for PRRO

Hi Selena,

With regards to the Project Description form, yes, please include it along with your submission. It can be found here http://www.bcogc.ca/node/12927/download

Regarding the First Nations Packages, only 2 copies of the Cover Letter are required; no need for two copies of complete packages. As for PRRO, just one package for Sto:lo.

Please let me know if this answers your questions 

Have a great day,

Michael Freer Fort St John BC T. 250 794-5335 First Nations Strategic Engagement Advisor Office Address Directory F. 250-794-5390 [email protected] bcogc.ca

From: Selena Shay [mailto:[email protected]] Sent: Wednesday, April 6, 2016 2:29 PM To: Freer, Michael Subject: First Nation Consultation for PRRO

Afternoon Michael,

2 I had a few questions about the First Nations Consultation Package that I am preparing in association with a Section 11, WSA Authorization. I have identified that the Project Description Form is not listed as a requirement in the Watercourse Crossing Manual (pg 25). I wanted to confirm that this is a requirement per the Industry Bulletin 2015‐30.

The new watercourse crossing form also identifies that 2 copies of the FN packages are required? Is this two copies of the entire package for each band to be consulted? Or is this two copies of the cover letter?

I also wanted to identify whether we need to provide a separate package for each Sto:lo band represented by the People of the River Referrals Office?

Perhaps it is easier for us to chat over the phone? Thank you, Selena

Selena Shay, R.P.Bio., B.Sc. Project Manager/Senior Biologist Practice Leader – Environmental Sciences Scott Resource Services (A wholly owned subsidiary of Pinchin West Ltd.) 201 – 34143 Marshall Road Abbotsford, BC V2S 1L8 Office: 604.425.1919 Fax: 604.820.1621 Cell: 604.768.9481 Email: [email protected] Website: www.scottres.ca