BY EMAIL and E-FILE May 27, 2021 Mr. Jean-Denis Charlebois

Hydro One Networks Inc. Tel: (416) 345-5393 7th Floor, South Tower Cell: (416) 902-4326 483 Bay Street Fax: (416) 345-6833 Toronto, Ontario M5G 2P5 [email protected] www.HydroOne.com

Joanne Richardson Director, Major Projects and Partnerships Regulatory Affairs

BY EMAIL AND E-FILE

May 27, 2021

Mr. Jean-Denis Charlebois Secretary of the Commission Canadian Energy Regulator 517 Tenth Avenue SW Calgary, Alberta T2R 0A9

Dear Mr. Charlebois:

File: OF-Fac- IPL-H117-2020-02 01 - Hydro One Networks Inc.’s Application to Perform Component Replacement Station Work at St. Lawrence Transmission Station Impacting International Power Lines L33P and L34P, (EC-11) & (EC-18) - Information Request Responses

Please find attached Hydro One Networks Inc.'s ("Hydro One") responses to the Canadian Energy Regulator’s Information Requests received May 20, 2021, in regards to Hydro One's Application pursuant to section 69 of the Canadian Energy Regulator Act, to perform station and related facilities work at St. Lawrence Transmission Station (“TS”) impacting International Power Lines (“IPL”s) L33P and L34P in Cornwall, Ontario. File: OF-Fac- IPL-H117-2020-02 01.

An electronic copy of the Information Request Responses has been filed using the Canadian Energy Regulator’s electronic submission system.

Sincerely,

Joanne Richardson

Cc: Julia Gonzalez and Whitney Punchak - CER Staff

Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 1 of 8

1 CER INTERROGATORY #1 2 3 Reference: 4 Environment Matters 5 Project Activities and Potential Soil Contamination 6 i. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 7 Transmission Station (TS), Environmental and Socio-Economic Assessment (ESA), 8 Table A-1: Circumstances and Interactions Requiring Detailed Biophysical and 9 Socio-Economic Information, Heritage Resources, page 6 of 29 (PDF pages 37 and 10 50 of 70), [C12383-1] 11 ii. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 12 TS, Appendix A: Interactions Table, pages 1 to 2 of 2 (PDF pages 61 to 62 of 70), 13 [C12383-1] 14 iii. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 15 TS, ESA, Section 2.0 Effects Assessment and Mitigation, 2.2 Potential Effects and 16 Mitigation during Construction, Soil and Soil Productivity, page 20 of 29 (PDF page 17 51 of 70), [C12383-1] 18 19 Preamble: 20 In reference: 21 i. Hydro One states that the scope of work of the Project includes associated trenching, 22 spill pits, connections and protections upgrades. On page 37 of the same reference, 23 Hydro One provides a table listing circumstances and interactions requiring detailed 24 biophysical and socio-economic information (Table A-1). Under soil and soil 25 productivity, this table indicates that soils or sediments may contain contaminants or 26 that the Project may result in the contamination of soils. 27 28 In reference: 29 ii. Hydro One presents the Interactions Table for the Project. Hydro One indicates that 30 excavation and soil disturbance will occur within the previously disturbed station 31 fence to facilitate the installation of the transformers and associated connections. It 32 states that it is not expected that excavations or stockpiles will migrate offsite with 33 implemented mitigation measures. This table does not provide any potential 34 interactions of the Project with soil and soil productivity in relation to excavation and 35 soil disturbance, nor does describe any potential effects and associated mitigation 36 measures. Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 2 of 8

1 In reference 2 iii. Hydro one states that information about the soil quality in the area was obtained from 3 a 1999 BEAK Phase I report for the station and surrounding area. The reference also 4 indicates that sampling activities in the past occurred in 1998 during the soil 5 screening program. At that time, nine sample locations were sampled. Of those, four 6 locations exceeded the applicable site condition standard for polychlorinated 7 biphenyls and total petroleum hydrocarbons below the power transformers. In the 8 reference, Hydro One further confirms that any soil excavated for the installation of 9 the transformers leaving the station will be tested and disposed of accordingly. 10 11 The transformers will also be placed on spill pits to mitigate the contamination of the 12 site from uncontrolled releases of transformer fluids. 13 14 The Commission of the Canada Energy Regulator (Commission) requires 15 clarification regarding the activities to be carried out by Hydro One. In addition, the 16 Commission requires additional information regarding soil contamination, and 17 associated measures to mitigate and manage contamination. 18 19 Interrogatory: 20 Provide the following: 21 a) Confirmation whether the Project activities to be undertaken as part of construction 22 include trenching, excavation and soil disturbance. 23 24 b) Contamination Discovery Contingency Plan (Plan) in the event that contaminated 25 soils are discovered during construction, and the Plan should include measures 26 regarding handling, testing and disposal of contaminated materials. 27 28 c) A copy of the updated Phase I Environmental Site Assessment report, if available, or 29 a commitment that an updated Phase I Environmental Site Assessment report will be 30 provided to the CER prior to commencing the work. 31 32 d) A commitment that Hydro One will file with the CER a Notice of Contamination for 33 any confirmed contamination identified during Project activities, in accordance with 34 the CER’s Remediation Process Guide.

Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 3 of 8

1 Response: 2 a) Confirmed. Excavation, soil disturbance and trenching will be undertaken as part of 3 the Project’s construction activities. 4 5 b) To better inform site conditions and work requirements, an updated soil sampling 6 program was conducted. That program, and its findings were conducted in the period 7 between Hydro One submitting this IPL Application to the CER, and prior to the 8 receipt of these CER Staff Information Requests. Hydro One engaged an 9 environmental specialist/consultant to undertake specific site soil studies at St. 10 Lawrence TS and that report, the Transformer Spill - Limited Environmental 11 Investigation report (the “Report”) is provide at Attachment A to this response. 12 13 The Report indicates that no contamination is currently present in the areas proposed 14 for excavation. The most recent environmental site assessment conducted shows that 15 the levels of potential contaminants in areas around the electrical transformer are 16 below the applicable criteria. The appropriate property use classification would be 17 industrial/commercial/ community (“I/C/C”) as per Ontario Regulation (“O. Reg.”) 18 153/04. Therefore, the appropriate generic Site Conditions Standard (“SCS”) would 19 be the Table 2 SCS for I/C/C property use and coarse textured soils in a non-potable 20 groundwater use setting (“Table 2 - SCS”). 21 22 Hydro One has protocols and criteria for working with contaminated materials and 23 are designed to be compliant with local environmental and waste management 24 regulations. These are provided in Table 1: Criteria for Re-Use of Contaminated Soil 25 on Hydro One Property, below. Based on the above-mentioned Report, as provided at 26 Attachment A, Hydro One does not expect to encounter soil contamination at the 27 Project site. 28 29 Additionally, Hydro One will continue to conduct soil testing throughout the Project’s 30 construction activities, and appropriate soil handling and waste management 31 protocols will be followed. Hydro One will be following the soil management 32 protocol and guidance in Table 1, below. Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 4 of 8

1 Table 1: Criteria for Re-Use of Contaminated Soil on Hydro One Property 2 (Soil may only be used if all shaded boxes are ticked) Criteria Item Yes No The material consists solely of earth and does not include aggregate, rock, bituminous material, coal or coal residue, concrete, masonry, wood, debris, metal, plastic, or any other waste material or construction debris

Potential for off-site migration of contaminants (soil or groundwater)

Adverse effect (specifically this would pertain to off-site given that on-site,

workers would be equipped with appropriate PPE)

The material removed will be re-used for the purpose of backfilling

The material will be backfilled in the same location from which it was removed and

not transported to another part of the site

The material will be backfilled within 100 m of water wells

The material will be backfilled within 100 m of residences

The material removed is located in close proximity of a fence line and/or property line

where the potential for adverse effect would be greater

Groundwater encountered during excavation

The material is backfilled around perforated drainage pipes

The contaminated material will be used as backfill providing the surrounding soil is also contaminated or assumed/expected contaminated based on knowledge of the site and results of previous subsurface investigations The contribution of the contaminated materials increases the likelihood of

contamination going off-site

There are waterbodies, catch basins, manholes, drainage swales etc. within 30 m of

the location where the contaminated material will be used as backfill

3 Excavated soil may not necessarily be classified as a "waste" if it has a purpose (i.e. to be 4 used as backfill). However, for this to be permissible, ALL Table 1 criteria must be. For Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 5 of 8

1 clarification this means all the shaded boxes in Table 1 must be marked off for each soil 2 sample taken. 3 4 CONTAMINATION DISCOVERY CONTINGENGENCY PLAN 5 6 The below procedures constitute Hydro One’s Contamination Discovery Contingency 7 Plan. As well as the handling and use of existing soil on site, any soil to be taken off site 8 will be tested prior to transportation to determine appropriate disposal options. Vigilance 9 in observing potential contamination (staining, odours, aqueous phases, etc.) must be 10 used during ground disturbance activities. 11 12 During project construction activities the following procedures will be followed; 13 14 Hydro One’s Backfill Testing Procedure: 15 The following procedure list is intended to address that the quality of all backfill material 16 (i.e. granular, topsoil etc.) for it to be acceptable for reuse: 17 1. Construction Crew/Contractor identifies all backfill sources (origin site(s)) to be 18 used. 19 2. Construction Crew/Contractor physically goes to the origin site(s) and takes 2-3 20 composite samples of the backfill material and submits to the lab for analysis. 21 3. Granular backfill; analysis should consist of a full metals concentration test, which 22 would include testing for arsenic and Petroleum Hydrocarbons (“PHC”), 23 4. Topsoil will be analyzed for full ICP metals including arsenic, semi-volatiles (i.e. 24 Polycyclic Aromatic Hydrocarbons) and volatile organic compounds. The topsoil 25 will not be analyzed for PHC given the organic nature of topsoil. 26 27 The backfill analytical results will be compared to the Table 2 potable criterion included 28 under O. Reg. 153/04. 29 i) The Contract Monitor and Consultant will review the analytical results and provide 30 their collective approval to the Contract Administrator (otherwise known as the 31 Project Coordinator) for the final review and approval. 32 ii) Construction Crew/Contractor obtains a sample of the first delivery (topsoil or 33 granular) and sends to lab for analysis as per Item 2, from the Backfill Testing 34 Procedure List, above. 35 iii) Construction Crew/Contractor obtains samples from 5% of the first 100 deliveries 36 (topsoil or granular) and 2% of the remaining deliveries. Topsoil will be analyzed Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 6 of 8

1 as per Item 2 from the Backfill Testing Procedure List above, however granular 2 will be only tested for metals concentration, including arsenic. 3 4 Sight and odour test and prior knowledge- Do not reuse spoil materials without 5 testing if you have prior knowledge of site contamination. Such signs and indicators 6 are; 7  Staining or discoloration; 8  Visible sheen on liquid or solid surfaces; 9  Odour (e.g., aromatic hydrocarbons such as benzene); and/or 10  Marked change in soil texture/consistency (pockets of wetness due to spills of 11 chemicals may cause clumping or aggregation of spoil). 12 13 If any of the above listed signs are obvious, or if there is uncertainty regarding site 14 contamination, solid spoil must be stockpiled within properly “toed-in” sediment 15 fences and covered with waterproof tarpaulins, such that the stockpiles cannot slump 16 or otherwise erode or enter into any water, drainage, ditch or sewer/drainage grate. 17 18 Excavation/Testing/Disposal of Excess Spoil - In this context ‘spoil’ includes: soil, 19 soil/water, slurry, gravel, access road materials, jackhammered concrete chunks, etc. 20 SPOIL TYPES 21 22 Solid Spoil 23 i) Reuse in Minor (Narrow/Shallow/Short) Excavations - If solid spoil excavated 24 from minor (narrow/shallow) excavations (trenches, post holes, etc.) passes 25 the “sight and odour test” (i.e., no obvious signs of contamination), backfilling 26 of such material into the excavations of origin in stations or on rights-of-way 27 is permitted. Compact all backfilled material. Apply 7-10 cm (3-4 inches) of 28 appropriate gravel cover on top of backfill to prevent movement of untested 29 and potentially contaminated sediment.

30 ii) Reuse/Disposal from Major (Wide/Deep/Long) Excavations - Solid spoil from 31 major (wide/deep/long) excavations for foundation installation, spill 32 containment, building installation, etc. shall be temporarily stockpiled within 33 properly toed-in sediment fences and covered with waterproof tarpaulins if 34 contaminant levels are unknown, such that these stockpiles cannot slump or 35 otherwise erode or enter nearby water, drainage ditches or sewer/drainage 36 grates. Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 7 of 8

1 Backfilling of “major” excavations with excavated soil/spoil from the same location 2 is not permitted, unless the soil/spoil is tested and contaminant levels are below 3 appropriate Provincial Ministry of the Environment Standards. Contact Hydro One’s 4 staff member who will be identified as the Project’s Environment Planner for 5 sampling/testing/disposal options.

7 Liquid Spoil

8 Construction pump out water/slurry may be contaminated with substances either in 9 solution or in suspension, and is classed as a “liquid industrial waste”. As sediment 10 trapping devices/ponds are NOT adequate to contain contaminants in solution (unless 11 waterproof) – secondary containment is required under these circumstances. They 12 must, therefore, be initially pumped directly into full containment while awaiting 13 sampling and testing, unless the CSS and EFS have agreed that the risk is low. Note: 14 “Clouded” (sediment-laden) waters shall only be pumped through sediment trapping 15 devices.

17 Slurries

18 Slurries are generally generated via a “hydro-jet” excavating process, and are 19 immediately pumped back into the vehicle-mounted tank. All such slurries are 20 considered ‘Liquid Industrial Wastes’.

21 Slurry containing only sediments (and contaminants below Ministry of the 22 Environment Standard levels) may be deposited, if desired, on the same station 23 property, and must be directly deposited into a waterproof liner to allow all water to 24 evaporate. When water has evaporated, the remaining material (usually non- 25 hazardous solid industrial waste) must be tested and disposed of in full compliance 26 with legislated requirements. Sediment fences and sediment ponds shall be installed 27 at locations where sedimentation/sheet erosion could cause movement of such soil. If 28 such slurries are removed from the station site, the site must be registered and a 29 Waste Manifest must be completed. The slurry must be transported to a destination 30 that has a Certificate of Approval authorizing it to accept such materials (Waste Class 31 146L).

32 Pump out Waters (from “man-made” structures)

33 Catch basins, vaults, cable ducts, etc. often must be pumped out during construction 34 operations. These structures may contain both liquids and solids (in suspension or as Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 1 Page 8 of 8

1 deposited sediments). These materials are usually vacuumed out. All such 2 materials, if not sampled and analyzed prior to vacuuming, shall be contained within 3 the vacuum truck. Each site where such materials are generated must be registered 4 and a Waste Manifest completed.

6 Pump out Waters (from “natural” environment)

7 All pump out waters are classified ‘Liquid Industrial Wastes’ and shall be directed 8 into full containment until samples are collected and analyzed, and laboratory testing 9 has confirmed that contaminant levels are low enough to permit pumping onto 10 immediately adjacent stoned surfaces. If waters are pumped onto station surfaces, 11 they must be directed away from all points of drainage. Pumping of such waters into 12 storm and/or sanitary sewer systems and any manner of drainage or waterway is 13 prohibited unless such waters have been tested, and (for sanitary sewers) permission 14 is obtained from the municipality/government having jurisdiction.

15 16 c) As mentioned above in the response to part b), Hydro One engaged an environmental 1 17 consultant who conducted and completed an updated site Report for Hydro One . 18 That Report is provided at Attachment A to this response. The Report indicates no 19 contamination is present in the areas proposed for excavation. 20 21 d) Confirmed. Hydro One will file with the CER a Notice of Contamination for any 22 confirmed contamination identified during Project activities, in accordance with the 23 CER’s Remediation Process Guide.

1 Dated April 23, 2021. Filed: 2021-05-27 L33P and L34P Exhibit I-01-01 Attachment 1 Page 1 of 71

Wood Environment & Infrastructure Solutions a Division of Wood Canada Limited 50 Vogell Road, Units 3 & 4 Richmond Hill, Ontario L4B 3K6 Canada www.woodplc.com 23 April 2021

OESAR2101.STL

Hydro One Networks Inc. 230 Bayview Drive Barrie, Ontario L4N 4Y8

Attn: David Spence Environmental Planner Environmental Services

Dear Mr. Spence,

RE: Transformer Spill Limited Environmental Investigation St. Lawrence Transformer Station 2900 Power Dam Drive, Cornwall, Ontario

Wood Environment & Infrastructure Solutions, a Division of Wood Canada Limited (hereinafter referred to as "Wood"), was retained by Hydro One Networks Inc. (“Hydro One”) to complete an environmental field program at the St. Lawrence Transformer Station to address gross impacts from a potential former transformer oil loss at the location of transformer PS33 (the “Site”), outside of the spill containment area present around the transformer. The Site is located at 2900 Power Dam Drive in Cornwall, Ontario. The location of the Site is depicted in Figure 1. The environmental investigation was carried out concurrently with a geotechnical investigation at the Site.

1. SCOPE OF WORK

Based on the information provided by Hydro One, Wood prepared a soil sampling plan to evaluate contaminants of potential environmental concern (COPCs) including petroleum hydrocarbons (PHCs) fractions 1 to 4 (F1-F4) , and polychlorinated biphenyls (PCBs).

The following scope of work was completed for the limited environmental investigation:

 Developed a Health & Safety Plan for the intrusive work at the Site;  Conducted a Site visit to evaluate access and review borehole locations with the Site representative;

‘Wood’ is a trading name for John Wood Group PLC and its subsidiaries Hydro One Networks Inc. Transformer Spill Limited Environmental Investigation St. Lawrence TS, Cornwall, Ontario 23 April 2021

 Wood cleared public underground utility services (i.e., Bell, Hydro, Gas, Cable and Sewer/Water) prior to commencement of subsurface activities. Wood also retained a private utility locate contractor to identify the location of any private services on the Site;  Hydrovaced borehole locations to maximum depths of 1.2 metres below ground surface (mbgs) prior to drilling activities;  Advanced four (4) environmental boreholes ranging in depth from 3.4 m to a maximum depth of 15.8 m (BH002 for geotechnical investigation purposes);  Field screened all soil samples collected during the hydrovac and drilling activities visually and measured both total organic vapour (TOV) and combustible organic vapour (COV) concentrations using an RKI Eagle 2;  Submission of selected soil samples for laboratory analysis of COPC, including PHC f1-F4 and PCBs;  Evaluating the results of the chemical analyses with the applicable property use criteria outlined in the Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, as amended; and,  Prepare a report documenting the findings of the limited environmental investigation.

2. FIELD ACTIVITIES

2.1 SUBSURFACE ACTIVITIES

A total of four (4) environmental boreholes were advanced in strategic locations outside of the spill containment around transformer PS33. The borehole locations are shown on Figure. 2. Green for Life (GFL) of Ottawa, Ontario was contracted on 12 March 2021 to hydro-vacuum (daylight) all borehole locations at the Site. The daylighting was completed to a maximum depth of 1.8 mbgs.

Following daylighting of the boreholes, the drilling component of the borehole investigation was completed between 15-22 March 2021 by Landshark Drilling of Toronto, Ontario. The boreholes were advanced to depths of 3.4 to 3.6 mbgs, with the exception of BH002 which was advanced to 15.8 mbgs for geotechnical purposes using a track-mounted Diedrich D90 drill rig equipped with split spoon sampling systems. Soil samples were collected continuously throughout the length of each borehole to facilitate the characterization of subsurface soil conditions and an assessment of soil quality.

Boreholes were backfilled with cuttings or 10 mm bentonite chips (Holeplug™) in accordance with Ontario Regulation 903. Details of the borehole drilling and soil sampling are provided in the stratigraphic and instrumentation logs in Appendix A. All drilling activities were completed under the supervision of Wood field staff.

2.2 SAMPLE LOGGING AND HANDLING

The soil samples retrieved during the borehole investigation were examined, classified, and logged according to soil type, moisture content, colour, consistency, and presence of visual and/or olfactory

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Page 2 of 71 Hydro One Networks Inc. Transformer Spill Limited Environmental Investigation St. Lawrence TS, Cornwall, Ontario 23 April 2021 indicators of negative impact. The soil samples recovered at the Site were subsampled based on visual observations including soil type and visual/olfactory evidence of suspected impact.

Soil samples were split into duplicate fractions upon recovery at the surface. The primary sample fractions were placed in laboratory supplied glass sample jars. Samples for analysis of volatile parameters including BTEX and PHC F1 were micro-cored and field preserved with methanol in 40 mL amber vials. The duplicate sample fractions were placed in resealable sample bags and stored at ambient temperature for subsequent field vapour screening purposes.

All soil samples were collected in accordance with strict environmental sampling protocols to minimize loss of volatile organics and to ensure reliable and representative results. Disposable nitrile gloves were used and replaced between the handling of successive samples. All soil sampling equipment (stainless steel trowels, spatulas, etc.) was thoroughly decontaminated between soil sample locations to prevent potential cross-contamination. Decontamination activities included:

 Physical removal of any adhered debris;  Wash/scrub in “Alconox” soap solution;  Distilled water rinse;  Methanol rinse; and  Air dry.

2.3 SAMPLE SCREENING

All soil samples were screened in the field for gross evidence of negative environmental impact including staining and odours. Soil sample headspace screening was also performed to facilitate sample selections for laboratory analysis and to provide an assessment of the vertical contaminant distributions at each borehole location. The duplicate soil sample fractions were screened for COV and TOV concentrations using the sample headspace method. COV and TOV concentrations were measured using a RKI Eagle 2 combined combustible vapour analyzer and photoionization detector calibrated to known hexane and isobutylene standards and operated in methane elimination mode.

2.4 SOIL SAMPLE ANALYSIS

Soil samples for laboratory analysis were selected on the basis of visual/olfactory evidence of contamination, field screening results (details follow), from the vicinity of the apparent water table or features such as inferred confining layers or, in the absence of any “targeting rationale”, on the basis of at least one sample per borehole. All samples were stored in coolers, on ice, immediately after collection and during storage and transport to the laboratory. Continuous Chain of Custody documentation was maintained.

A total of eight (8) (i.e., exclusive of field duplicates) discrete soil samples were submitted to the laboratory for analysis of COPCs PHC F1-F4 and PCBs. Additionally, two samples were also submitted for pH analysis. Additionally, one (1) blind duplicate sample was submitted for quality assurance/quality control (QA/QC) purposes. Sample DUP1 is a blind duplicate of sample BH003-0.6.

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2.5 LABORATORY ANALYSIS

Representative soil samples collected during the investigation were submitted for laboratory analysis of suspect parameters of concern. All laboratory chemical analyses were conducted by Bureau Veritas (BV Labs) Laboratories of Mississauga, Ontario. BV Labs is accredited by the Standards Council of Canada (SCC) in accordance with ISO/IEC 17025:2017 – General Requirements for the Competence of Testing and Calibration Laboratories for the tested parameters set out in the Soil, Ground Water and Sediment Standards for Use under Part XV.1 of the Environmental Protection Act (MOE, April 2011 and/or Guidance Manual For Environmental Site Characterization in Support of Environmental and Human Health Risk Assessment -– Volume 4 Analytical Methods (CCME, 2016).

3. FINDINGS

3.1 STRATIGRAPHY

The soil stratigraphy observed during drilling and hydro-vacuum activities consisted of sand and gravel fill material to ranging in depth from 0.3 to a maximum depth of 2.3 mbgs, underlain by clayey silt/silty sand till with trace gravel to 12.2 mbgs, underlain by sand to 15.8 mbgs at BH002. The soil encountered in the are described in the stratigraphic and instrumentation logs provided in Appendix A.

3.2 FIELD EVIDENCE OF IMPACT

No odours or staining suggestive of impacts were detected in any of the soil samples collected at the Site.

COV and TOV concentration headspace measurements recorded in the soil samples collected at the Site were all <10 ppm. These concentrations are not indicative of PHC impact. The COV and TOV results are semi-quantitative at best and are generally only used for relative sample comparison purposes when selecting samples for laboratory analysis. The COV and TOV concentrations headspace measurements are summarized in the stratigraphic and instrumentation logs in Appendix A.

Attention was given to the presence of any non-aqueous phase liquids (NAPL) such as liquid petroleum hydrocarbon (LPH) during the collection of soil samples at the Site. No visible NAPL was observed in the soil samples obtained from the Site.

4. SELECTION OF REGULATORY CRITERIA

The legislative and regulatory requirements for contaminated sites in Ontario are established by O. Reg. 153/04 which provides two (2) approaches for remediating contaminated sites including: 1) restoration to generic Site Condition Standards (SCS) comprised of background standards and effects-based standards; and 2) preparation of a risk assessment. The generic and background SCS are set out in the document entitled Soil, Ground Water and Sediment Standards for Use under Part XV.1 of the Environmental Protection Act dated April 15, 2011, as amended (the “MECP Standards”). The generic effects-based SCS have been developed using a risk-based approach and are provided in Tables 2 through 9 of the MECP Standards. The application of the appropriate generic effects-based SCS is dependent upon several site- specific conditions including: 1) the existing/proposed property use; 2) the existing/potential groundwater use; 3) depth of clean-up; 4) soil texture; 5) depth to bedrock; 6) soil pH; and 7) proximity to a water body.

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The SCS applicable to the Site have been evaluated on the basis of the following rationale:

 According to the Ministry of Natural Resources and Forestry (MNRF), accessed online (https://www.gisapplication.lrc.gov.on.ca/mamnh/Index.html?site=MNR_NHLUPS_NaturalHeritage &viewer=NaturalHeritage&locale=en-US) there are no areas of natural significance or conditions in within 30 m of the Site that would cause the Site to be classified as an environmentally sensitive area;  Based on the results of the borehole drilling, the depth of the soil on the Site is greater than 2.0 mbgs;  According to the MECP well registry, groundwater is used as a source of potable water within 250 m of the Site;  No permanent water bodies were located on or within 30 m of the Site;  The Site will remain as an electrical transformer station;  The soil is considered coarse textured for the purposes of this assignment; and  Groundwater was measured less than 1.5 mbgs. Based on the above Site characteristics, the appropriate property use classification would be industrial/ commercial/ community (I/C/C) as per O. Reg. 153/04. Therefore, the appropriate generic SCS would be the Table 2 SCS for I/C/C property use and coarse textured soils in a non-potable groundwater use setting (“Table 2 SCS”). 5. SOIL ANALYTICAL RESULTS

The results of the sampling and laboratory analytical programs indicate that soil samples from boreholes BH002-BH005 meet the Table 2 SCS; therefore no impacts were identified beyond the spill containment. The results of this investigation have been evaluated in the context of O. Reg. 153/04 and related supporting documents referenced there under. Soil analytical results are presented in Table 1-3 and the laboratory certificates of analysis are provided in Appendix B.

5.1 PETROLEUM HYDROCARBONS

Nine (9) soil samples, including one (1) QA/QC duplicate sample, were submitted for laboratory analysis of PHC F1-F4 and are summarized in Table 1. The results of the analyzed samples demonstrated PHC F1-F4 concentrations below the applicable Table 2 SCS.

5.2 POLYCHLORINATED BIPHENYLS

Nine (9) soil samples, including one (1) QA/QC duplicate sample, were submitted for laboratory analysis of PCBs and are summarized in Table 2. The results of the analyzed samples demonstrated PCB concentrations below the applicable Table 2 SCS.

5.3 pH

Two (2) soil samples were submitted for laboratory analysis of pH and are summarized in Table 3. The results of the analyzed samples demonstrated pH values between 7-8. No concerns were identified.

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6. QUALITY ASSURANCE / QUALITY CONTROL

A strict Quality Assurance/Quality Control (QA/QC) program was implemented and maintained throughout the project to ensure the to ensure the integrity of the soil sampling and analytical testing and that the results Site data to be representative of the actual Site conditions. The QA/QC program provides a method of documented checks to assess the precision and accuracy of collected data. The QA/QC program includes a set of standard procedures or protocols to be followed throughout the investigations. To this end, Wood field and QA/QC protocols have been developed in recognition of recognized scientific and engineering practices to meet or exceed those defined in the documents entitled“Guide for Completing Phase Two Environmental Site Assessments under Ontario Regulation 153/04 (MOE, June 2011) and Guidance on Sampling and Analytical Methods for Use at Contaminated Sites in Ontario (MOEE, 1996) and Canadian Council of Ministers of the Environment (CCME) Guidance Manual on Sampling, Analysis, and Data Management for Contaminated Sites (CCME, 1993) and Guidance Manual For Environmental Site Characterization in Support of Environmental and Human Health Risk Assessment -– Volumes 1 through 3 (CCME, 2016).

6.1 FIELD QUALITY ASSURANCE PROGRAM

The field QA/QC program was implemented to minimize and quantify sample biasing introduced during sample collection, handling, shipping and analysis and ensure the integrity of the soil sampling and analytical testing results. Sampling protocols included use of standardized field procedures (e.g., minimizing sample handling, use of field QA/QC samples, using dedicated non-contaminating sampling equipment, using unique sample-specific identification procedures, using chain-of-custody records) and recognized laboratory analytical methods and procedures.

Field duplicates consist of samples collected at the same time and location placed into separate containers and are submitted for laboratory analysis to evaluate laboratory precision and field sampling and handling procedures, as well as to assess potential sample heterogeneity. As such, the field duplicates are typically collected “blindly” so that they cannot be cross-reference to the parent or primary sample by the analytical laboratory. The relative percent difference (RPD) is defined as the absolute value of the variation between a sample and its duplicate, when compared to the average concentration of the original and the duplicate. It is used to assess the validity of the field and laboratory analytical procedures. Meaningful RPDs can only be calculated if concentrations of a parameter are greater than the analytical reporting detection limits (RDL) in both the primary and duplicate samples. Lower precision in the RPD calculation is expected when concentrations are less than five (5) times the RDL.

RPDs could not be calculated as sample concentrations were non-detect for the duplicate and parent sample.

6.2 LABORATORY QUALITY ASSURANCE PROGRAM

BV Labs has an extensive QA/QC program in place to ensure that reliable results are consistently obtained. The laboratory QA/QC program included adherence to recognized or proven laboratory sampling and analysis protocols (e.g., sample hold times, sample containers, sample preservatives, detection limits and approved methodology) and the analysis of laboratory QC samples (e.g., method blanks, laboratory sample duplicates, surrogate recovery and chemical spikes.

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The Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (“MECP Analytical Protocol”; MECP, July 2011) and/or Guidance Manual For Environmental Site Characterization in Support of Environmental and Human Health Risk Assessment -– Volume 4 Analytical Methods (“CCME Analytical Methods”; CCME, 2016) establishes performance criteria for use when assessing the reliability of data reported by analytical laboratories. These include maximum hold times for the storage of samples/sample extracts between collection and analysis, specified/ approved analytical methods, required field and/or laboratory quality assurance samples such as blanks and field and laboratory duplicates, specified recovery ranges for spiked samples and surrogates (compounds added to samples in known concentrations for calibration purposes), Reporting Limits (RL) and specified precision required when analyzing laboratory duplicate and spike/controlled reference material samples.

Laboratory QA/QC review for the CofAs is summarized as follows:

 Sample analysis dates provided on the Reports of Analysis issued by BV Labs indicate that all sample analyses were performed within the required sample/extract hold times;  The reported RDLs met the RLs established in the MECP Analytical Protocol;  Based on the laboratory Reports of Analysis, laboratory sample blank analyses met MECP requirements;  Based on the laboratory Reports of Analysis, recoveries reported for laboratory control samples were within acceptable limits;  Matrix spike recoveries were within acceptable ranges;  The relative percent differences were within acceptable limits, with the exception of PHC F3 RPD in Laboratory C of A C167233. The duplicate results exceeded RPD acceptance criteria, however sample concentrations were below the Table 2 SCS, so this is not considered to pose a significant risk to the data set; and  Laboratory surrogate recoveries reported as part of the laboratory Reports of Analysis were found to be within acceptable ranges.

6.3 QA/QC SUMMARY

In summary, the laboratory and field QA/QC data indicate that the soil data have met the performance criteria of the MECP Analytical Protocol and have not been biased or compromised in any way. The analytical results are thus considered to be representative of the Site conditions and can be relied upon in the context of this report and its intended objectives.

7. CONCLUSIONS

Based on the results of the soil sampling and laboratory analytical program, soils at the Site meet the applicable Table 2 SCS. Wood offers the following conclusions regarding the environmental Site conditions:

In summary, the laboratory and field QA/QC data indicate that the soil data have met the performance criteria of the MECP Analytical Protocol and have not been biased or compromised in any way. The

Page 7

Page 7 of 71 Hydro One Networks Inc. Transformer Spill Limited Environmental Investigation St. Lawrence TS, Cornwall, Ontario 23 April 2021 analytical results are thus considered to be representative of the Site conditions and can be relied upon in the context of this report and its intended objectives.

 The soil stratigraphy observed during drilling and hydro-vacuum activities consisted of sand and gravel fill material to 2.2 mbgs, underlain by clayey silt till with trace gravel to 12.2 mbgs.  Based on the above Site characteristics, the appropriate property use classification would be industrial/ commercial/ community (I/C/C) as per O. Reg. 153/04. Therefore, the appropriate generic SCS would be the Table 2 SCS for I/C/C property use and coarse textured soils in a potable groundwater use setting (“Table 2 SCS”). 8.0 CLOSURE

The investigation undertaken by Wood with respect to this report and any conclusions or recommendations made in this report reflect Wood’s judgment based on the Site conditions observed at the time of the Site inspection on the date(s) set out in this report and on information available at the time of preparation of this report. This report has been prepared for specific application to this Site and it is based, in part, upon visual observation of the Site, subsurface investigation at discrete locations and depths, and specific analysis of specific chemical parameters and materials during a specific time interval, all as described in this report. Wood has used its professional judgment in analyzing this information and formulating these conclusions.

Any disclosure of this report to a third party is subject to this disclaimer. The report was prepared by Wood at the instruction of, and for use by Hydro One Networks Inc. It does not in any way constitute advice to any third party who is able to access it by any means.

This report is also subject to the Standard Limitations attached in Appendix C. Should you have any questions regarding this report, please do not hesitate to contact the undersigned.

Page 8

Page 8 of 71 Hydro One Networks Inc. Transformer Spill Limited Environmental Investigation St. Lawrence TS, Cornwall, Ontario 23 April 2021

Sincerely, Wood Environment & Infrastructure Solutions a Division of Wood Canada Limited

Sarah Doiron, B.Sc., EP Jennifer Nicolas, B.Eng., P.Eng., QPESA Environmental Scientist Environmental Engineer

Attachments: Figure 1: Site Plan Figure 2: Soil Results Summary Table 1: Summary of Petroleum Hydrocarbon Soil Analysis Table 2: Summary of Polychlorinated Biphenyls Soil Analysis Table 3: Summary of pH Soil Analysis Appendix A: Soil and Stratigraphic Logs Appendix B: Laboratory Certificates of Analysis Appendix C: Standard Limitations

Page 9

Page 9 of 71 Figures

Page 10 of 71 POWER DAM DRIVE

300 90 150m

SCALE 1:3,000 SOURCE IMAGE COURTESY ARCGIS

CLIENT DWN BY: PROJECT REV. NO.: ZF ENVIRONMENTAL INVESTIGATION A HYDRO ONE NETWORKS INC. CHK'D BY: DATE: MR ST.LAWRENCE TRANSFORMER STATION MARCH 2021 DATUM: 2900 POWER DAM DRIVE PROJECT NO: NAD 83 CORNWALL, ONTARIO Wood Environment & PROJECTION: OESAR2101.STL Infrastructure Solutions UTM ZONE 18 TITLE FIGURE No. 50 Vogell Road, Units 3 and 4 SCALE: SITE PLAN Richmond Hill, Ontario L4B 3K6 AS SHOWN 1

Page 11 of 71 N

BH2 BH002

RELAY BUILDING EAST BH005

BH1

PROPOSED PC&T BUILDING BH004 BH003

FORMER TRANSFORMER PS33

NOTES:

1. ONTARIO REGULATION 153/04, AS AMENDED 15 LEGEND: APRIL 2011, TABLE 2 (POTABLE GROUNDWATER) SCS FOR INDUSTRIAL/ COMMERCIAL/ GEOTECHNICAL BOREHOLE WITH COMMUNITY TYPES OF PROPERTY USE AND MONITORING WELL COARSE TEXTURED SOILS. CONTROL BUILDING 2. LOCATIONS WHERE ALL SOIL SAMPLES MEET ENVIRONMENTAL BOREHOLE SCS FOR ALL PARAMETERS ANALYZED SHOWN IN GREEN. 50 15 25m

SCALE 1:500 SOURCE IMAGE COURTESY ARCGIS

Page 12 of 71 Tables

Page 13 of 71 Notes on Soil Analytical Summary Tables All Units in Micrograms per Gram (µg/g) Except Where Indicated Otherwise.

RDL = Laboratory Analytical Reporting Detection Limit.

RL = MOE 2011 Analytical Protocol Reporting Limit.

- = Not Analyzed or No Published Value.

DUP = Quality Assurance/Quality Control Duplicate Sample.

< = Less Than Laboratory Analytical Reporting Detection Limit.

(a) F1 Fraction Does Not Include BTEX; However, the Proponent has the Choice as to Whether or not to Subtract BTEX from the Analytical Result.

55 Parameter Concentration May Exceed Applicable Standard or Guideline Due to Elevated Method Detection Limit.

87 Parameter Concentration Exceeds EPA Table 2 Full Depth SCS for Industrial/Commercial/Community (I/C/C) Property Use, Coarse Textured Soil.

EPA Standards = Soil Ground Water and Sediment Standards for Use under Part XV.1 of the Environmental Protection Act, Ministry of the Environment, Conservation and Parks, April 15, 2011

OESAR2101.STL Environment & Infrastructure Solutions

Page 14 of 71 Table 1 Summary of Petroleum Hydrocarbon Soil Analyses Sample Location EPA BH002 BH003 BH004 BH005 TBH002- TBH002- TBH003- TBH003- TBH004- TBH004- TBH005- TBH005- DUP1 Sample No. Full Depth 00.6 03.7 00.6 03.6 00.6 03.5 00.6 03.4 Sample Depth (m) Potable 0.6 3.7 0.6 0.6 3.6 0.6 3.5 0.6 3.4 Laboratory ID Table 2 PBJ616 PDN218 PBJ617 PBJ620 PCP074 PBJ618 PCW193 PBJ619 PCP075 Sample Date I/C/C Use 12-Mar-21 22-Mar-21 12-Mar-21 12-Mar-21 18-Mar-21 12-Mar-21 19-Mar-21 12-Mar-21 18-Mar-21 Analysis Date Coarse 15-Mar-21 25-Mar-21 15-Mar-21 15-Mar-21 21-Mar-21 15-Mar-21 24-Mar-21 15-Mar-21 21-Mar-21 Parameters Units RDL RL PHC F1 (C6 - C10) a µg/g 10 10 55 <10 <10 <10 <10 <10 <10 <10 <10 <10 PHC F2 (>C10 - C16) µg/g 10 10 230 20 <10 <10 <10 <10 <10 <10 <10 <10 PHC F3 (>C16 - C34) µg/g 50 50 1700 570 <50 <50 <50 <50 <50 <50 250 <50 PHC F4 (>C34) µg/g 50 50 3300 <50 <50 <50 <50 <50 <50 <50 <50 <50

OESAR2101.STL Environment & Infrastructure Solutions

Page 15 of 71 Table 2 Summary of Polychlorinated Biphenyls Soil Analyses Sample Location EPA BH002 BH003 BH004 BH005 TBH002- TBH002- TBH003- TBH003- TBH004- TBH004- TBH005- TBH005- DUP1 Sample No. Full Depth 00.6 03.7 00.6 03.6 00.6 03.5 00.6 03.4 Sample Depth (m) Potable 0.6 3.7 0.6 0.6 3.6 0.6 3.5 0.6 3.4 Laboratory ID Table 2 PBJ616 PDN218 PBJ617 PBJ620 PCP074 PBJ618 PCW193 PBJ619 PCP075 Sample Date I/C/C Use 12-Mar-21 22-Mar-21 12-Mar-21 12-Mar-21 18-Mar-21 12-Mar-21 19-Mar-21 12-Mar-21 18-Mar-21 Analysis Date Coarse 15-Mar-21 25-Mar-21 15-Mar-21 15-Mar-21 21-Mar-21 15-Mar-21 24-Mar-21 15-Mar-21 21-Mar-21 Parameters Units RDL RL Polychlorinated Biphenyls µg/g 0.01 0.3 1.1 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010

OESAR2101.STL Environment & Infrastructure Solutions

Page 16 of 71 Table 3 Summary of pH Soil Analyses Sample Location EPA BH002 BH003 TBH002- TBH003- Sample No. Full Depth 03.7 00.6 Sample Depth (m) Potable 3.7 0.6 Laboratory ID Table 2 PDN218 PBJ617 Sample Date I/C/C Use 22-Mar-21 12-Mar-21 Analysis Date Coarse 25-Mar-21 15-Mar-21 Parameters Units RDL RL pH - - - - 7.89 7.79

OESAR2101.STL Environment & Infrastructure Solutions

Page 17 of 71 Appendix A

Soil and Stratigraphic Logs

Page 18 of 71 Page 19 of 71 RECORD OF BOREHOLE No. BH002

Project Number: OESAR2101.STL Drilling Location: BH002 E:515727 N:4987280.5 Logged by: KC

Project Client: Hydro One Networks Inc Drilling Method: 150 mm Casing and Rods Compiled by: SP

Project Name: Geotechnical Investigation - St Lawrence TS Drilling Machine: Track Mounted Drill Reviewed by: SH

Project Location: 2900 Power Dam Avenue, Cornwall, ON Date Started: Mar 12, 2021 Date Completed: Mar 23, 2021 Revision No.: 0, 4/16/21

LITHOLOGY PROFILE SOIL SAMPLING FIELD TESTING LAB TESTING Soil Vapour Reading PenetrationTesting COV (LEL) TOV (LEL) COMMENTS SPT PPT DCPT 2 4 6 8 & (m) GRAIN SIZE DESCRIPTION COV (ppm) TOV (ppm) MTO Vane* Nilcon Vane* 100 200 300 400 DISTRIBUTION

(m) Intact Intact Remould Remould WP WWL (%) * Undrained Shear Strength (kPa) Plastic Liquid GR SA SI CL

Lithology Plot Approximate Geodetic Ground Surface Elevation: 78.5 m Sample Type Sample Number Recovery (%) SPT 'N' / RQD (%) DEPTH ELEVATION 20 40 60 80 20 40 60 80 INSTRUMENTATION INSTALLATION light brown 78.40.0 FILL Soil sample BH002-0.6 from 0.6 sandy gravel, trace silt meters below ground surface frozen (mbgs) submitted for laboratory brown GS 1 NA analysis of Petroluem FILL 8 Hydrocarbons Fraction 1-4 (PHC sand and silt, some gravel, trace clay, trace F1-F4) and Polychlorinated broken cobble and boulder pieces 78 Biphenyls (PCBs). moist

1 GS 2 NA 10

77 cobbles encountered. sample could not be grabbed.

76.2 light brown to grey 2.3 SAND AND SILT TILL 50 / 50 SS 3 60 trace to some gravel, trace clay 100mm 100 mm compact to very dense 76 moist to wet

3 oxidation staining in SS4 & SS5

Soil sample BH002-3.7 from 3.7 mbgs submitted for laboratory SS 4 58 32 analysis of PHC F1- F4 and PCBs. 9 75

SS 5 50 36 9 50 39 2 8

SS 6 54 26 8 5 Wood E&IS, a Division of Wood Groundwater depth in open hydro excavated hole on 3/15/2021 at a depth of: 1.1 m. Canada Limited 50 Vogell Road, Units 3 & 4 Richmond Hill, Ontario, L4B 3K6 Canada Borehole details as presented, do not constitute a thorough understanding of all potential conditions present and require interpretative assistance from a qualified Geotechnical Engineer. Also, borehole information should be read in conjunction with the geotechnical report for which it was commissioned Scale: 1 : 26 Tel. No.: (905) 415-2632 and the accompanying'Explanation of Borehole Log'. www.woodplc.com Page: 1 of 4 Continued on Next Page Page 20 of 71 RECORD OF BOREHOLE No. BH002

Project Number: OESAR2101.STL Project Name: Geotechnical Investigation - St Lawrence TS

Project Location: 2900 Power Dam Avenue, Cornwall, ON

(m) Intact Intact Remould Remould WP WWL (%) * Undrained Shear Strength (kPa) Plastic Liquid GR SA SI CL Lithology Plot Sample Type Sample Number Recovery (%) SPT 'N' / RQD (%) DEPTH INSTRUMENTATION INSTALLATION ELEVATION 20 40 60 80 20 40 60 80 light brown to grey SAND AND SILT TILL trace to some gravel, trace clay compact to very dense moist to wet

SS 7 25 23 12 51 31 7 8

SS 8 33 30 8 72

SS 9 54 68 7 8

98 / 98 SS 10 93 13 43 40 4 230mm 2307 mm 69

10 boulder encountered

Borehole details as presented, do not constitute a thorough understanding of all potential conditions present and require interpretative assistance from a qualified Geotechnical Engineer. Also, borehole information should be read in conjunction with the geotechnical report for which it was commissioned Scale: 1 : 26 and the accompanying'Explanation of Borehole Log'. Page: 2 of 4 Continued on Next Page Page 21 of 71 RECORD OF BOREHOLE No. BH002

Project Number: OESAR2101.STL Project Name: Geotechnical Investigation - St Lawrence TS

Project Location: 2900 Power Dam Avenue, Cornwall, ON

SS 11 79 85 11 7

165 SS 12 88 165 66 13 40 46 1 1212

13 194 SS 13 100 194 14

63 62.9 112 SS 14 83 112 grey 15.5 SILTY SAND some gravel, trace clay 16 58 (26) very dense 11 moist to wet 62.6 15.8

Borehole details as presented, do not constitute a thorough understanding of all potential conditions present and require interpretative assistance from a qualified Geotechnical Engineer. Also, borehole information should be read in conjunction with the geotechnical report for which it was commissioned Scale: 1 : 26 and the accompanying'Explanation of Borehole Log'. Page: 3 of 4 Continued on Next Page Page 22 of 71 RECORD OF BOREHOLE No. BH002

Project Number: OESAR2101.STL Project Name: Geotechnical Investigation - St Lawrence TS

Project Location: 2900 Power Dam Avenue, Cornwall, ON

(m) Intact Intact Remould Remould WP WWL (%) * Undrained Shear Strength (kPa) Plastic Liquid GR SA SI CL

Lithology Plot Sample Type Sample Number Recovery (%) SPT 'N' / RQD (%) DEPTH ELEVATION 20 40 60 80 20 40 60 80 INSTRUMENTATION INSTALLATION

End of Borehole

Monitoring Well Installation Details: (50 mm Dia.) Slot #10

Stickup casing Installed Concrete: 0 - 0.30 m Sand Filter: 0.30 - 0.61 m Bentonite: 0.61 - 1.52 m Quick Grout: 1.52 - 10.67 m Bentonite: 10.67 - 11.28 m Sand Filter: 11.28 - 11.89 m Screen: 11.89 - 14.94 m Sand Filter: 14.94 - 15.85 m

Groundwater level measured in monitoring well (depth below ground surface) on 30 March 2021 - 0.63 m (Elev. 77.87 m)

Project Number: OESAR2101.STL Drilling Location: BH003 E:515726.8 N:4987256 Logged by: KC

Project Client: Hydro One Networks Inc Drilling Method: 150 mm Hollow Stem Augering Compiled by: SP

Project Name: Geotechnical Investigation - St Lawrence TS Drilling Machine: Track Mounted Drill Reviewed by: SH

Project Location: 2900 Power Dam Avenue, Cornwall, ON Date Started: Mar 12, 2021 Date Completed: Mar 18, 2021 Revision No.: 0, 4/16/21

(m) Intact Intact Remould Remould WP WWL (%) * Undrained Shear Strength (kPa) Plastic Liquid GR SA SI CL

Lithology Plot Approximate Geodetic Ground Surface Elevation: 79.2 m Sample Type Sample Number Recovery (%) SPT 'N' / RQD (%) DEPTH ELEVATION 20 40 60 80 20 40 60 80 INSTRUMENTATION INSTALLATION brown to grey FILL silty sandy gravel, trace clay 79 moist Soil sample BH003-0.6 from 0-0.6 78.9 mbgs submitted for laboratory GS 1 NA analysis of PHC F1-F4 and PCBs. light brown to grey 0.3 SAND AND SILT TILL trace to some gravel, trace clay, trace of broken cobble and boulder pieces very dense moist to wet

1 GS 2 NA

GS 3 NA

SS 4 42 87

76 Soil sample BH003-3.6 from 3.6 110 SS 5 81 110 mbgs submitted for laboratory analysis of PHC F1- F4 and PCBs.

75.6 3.6

End of Borehole

Wood E&IS, a Division of Wood Groundwater depth in open hydro excavated hole on 3/15/2021 at a depth of: 1.1 m. Canada Limited 50 Vogell Road, Units 3 & 4 Groundwater depth observed on 3/18/2021 at a depth of: 1.2 m. Richmond Hill, Ontario, L4B 3K6 Canada Borehole details as presented, do not constitute a thorough understanding of all potential conditions present and require interpretative assistance from a qualified Geotechnical Engineer. Also, borehole information should be read in conjunction with the geotechnical report for which it was commissioned Scale: 1 : 26 Tel. No.: (905) 415-2632 and the accompanying'Explanation of Borehole Log'. www.woodplc.com Page: 1 of 1 Page 24 of 71 RECORD OF BOREHOLE No. BH004

Project Number: OESAR2101.STL Drilling Location: BH004 E:515710.4 N:4987255.7 Logged by: KC

Project Client: Hydro One Networks Inc Drilling Method: 150 mm Hollow Stem Augering Compiled by: SP

Project Name: Geotechnical Investigation - St Lawrence TS Drilling Machine: Track Mounted Drill Reviewed by: SH

Project Location: 2900 Power Dam Avenue, Cornwall, ON Date Started: Mar 12, 2021 Date Completed: Mar 19, 2021 Revision No.: 0, 4/16/21

(m) Intact Intact Remould Remould WP WWL (%) * Undrained Shear Strength (kPa) Plastic Liquid GR SA SI CL

Lithology Plot Approximate Geodetic Ground Surface Elevation: 78.6 m Sample Type Sample Number Recovery (%) SPT 'N' / RQD (%) DEPTH ELEVATION 20 40 60 80 20 40 60 80 INSTRUMENTATION INSTALLATION brown 78.5 FILL 0.0 gravel, some sand, trace silt frozen Soil sample BH004-0.6 from 0.6 mbgs submitted for laboratory brown GS 1 NA analysis of PHC F1-F4 and PCBs. FILL silty sand and gravel, trace clay moist

77.7 brown 0.9 FILL 1 cobbles, some gravel, some sand GS 2 NA moist 77.4 light brown 1.2 FILL sand and silt, some gravel, trace cobbles and boulders moist 77

GS 3 NA

76.3 light brown to grey 2.3 SAND AND SILT TILL trace to some gravel, trace clay, trace of broken cobble and boulder pieces 133 SS 4 52 133 very dense 76 moist

198 Soil sample BH004-3.5 from 3.5 SS 5 39 198 mbgs submitted for laboratory analysis of PHC F1-F4 and PCBs.

75.1 3.5

End of Borehole

Wood E&IS, a Division of Wood Hydro excavated open borehole was found DRY on 3/15/2021 and 3/18/2021. Canada Limited 50 Vogell Road, Units 3 & 4 Richmond Hill, Ontario, L4B 3K6 Canada Borehole details as presented, do not constitute a thorough understanding of all potential conditions present and require interpretative assistance from a qualified Geotechnical Engineer. Also, borehole information should be read in conjunction with the geotechnical report for which it was commissioned Scale: 1 : 26 Tel. No.: (905) 415-2632 and the accompanying'Explanation of Borehole Log'. www.woodplc.com Page: 1 of 1 Page 25 of 71 RECORD OF BOREHOLE No. BH005

Project Number: OESAR2101.STL Drilling Location: BH005 E:515704 N:4987270.4 Logged by: KC

Project Client: Hydro One Networks Inc Drilling Method: 150 mm Hollow Stem Augering Compiled by: SP

Project Name: Geotechnical Investigation - St Lawrence TS Drilling Machine: Track Mounted Drill Reviewed by: SH

Project Location: 2900 Power Dam Avenue, Cornwall, ON Date Started: Mar 12, 2021 Date Completed: Mar 18, 2021 Revision No.: 0, 4/16/21

(m) Intact Intact Remould Remould WP WWL (%) * Undrained Shear Strength (kPa) Plastic Liquid GR SA SI CL

Lithology Plot Approximate Geodetic Ground Surface Elevation: 77.5 m Sample Type Sample Number Recovery (%) SPT 'N' / RQD (%) DEPTH ELEVATION 20 40 60 80 20 40 60 80 INSTRUMENTATION INSTALLATION brown FILL gravel damp Soil sample BH005-0.6 from 0.6 77.2 mbgs submitted for laboratory GS 1 NA analysis of PHC F1-F4 and PCBs. brown 0.3 FILL sand and silt, some gravel and cobbles, trace 77 clay, trace boulder moist

1 GS 2 NA

76.3 light brown 1.2 SILTY SANDY GRAVEL TILL some cobbles and boulders, trace clay moist 76

GS 3 NA

75.2 light brown to grey 2.3 SILT AND SAND TILL trace to some gravel, trace clay, trace to some broken cobble and boulder pieces, oxidation 75 staining very dense SS 4 75 77 moist

105 / 105 SS 5 85 180mm 180 mm Soil sample BH005-3.4 from 3.4 mbgs submitted for laboratory 74.1 analysis of PHC F1- F4 and PCBs. 3.4

End of Borehole

Wood E&IS, a Division of Wood Groundwater depth in open hydro excavated hole on 3/15/2021 at a depth of: 0.9 m. Canada Limited 50 Vogell Road, Units 3 & 4 Groundwater depth observed on 3/18/2021 at a depth of: 1.0 m. Richmond Hill, Ontario, L4B 3K6 Canada Borehole details as presented, do not constitute a thorough understanding of all potential conditions present and require interpretative assistance from a qualified Geotechnical Engineer. Also, borehole information should be read in conjunction with the geotechnical report for which it was commissioned Scale: 1 : 26 Tel. No.: (905) 415-2632 and the accompanying'Explanation of Borehole Log'. www.woodplc.com Page: 1 of 1 Page 26 of 71 Appendix B

Laboratory Certificates of Analysis

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Zd/&/dK&E>z^/^ s>^:Kη͗ϭϳϰϮϭϮ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϭϵ͕ϭϰ͗ϱϬ ^ĂŵƉůĞDĂƚƌŝǆ͗^Žŝů η^ĂŵƉůĞƐZĞĐĞŝǀĞĚ͗ϭ ĂƚĞ ĂƚĞ ŶĂůǇƐĞƐ YƵĂŶƚŝƚǇ ǆƚƌĂĐƚĞĚ ŶĂůǇǌĞĚ >ĂďŽƌĂƚŽƌǇDĞƚŚŽĚ ŶĂůǇƚŝĐĂůDĞƚŚŽĚ WĞƚƌŽůĞƵŵ,ǇĚƌŽ͘D&ϭΘdyŝŶ^Žŝů;ϭͿ ϭ Eͬ ϮϬϮϭͬϬϯͬϮϯ D^KWͲϬϬϯϭϱ DW,Ͳt^ŵ WĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐ&ϮͲ&ϰŝŶ^Žŝů;ϮͿ ϭ ϮϬϮϭͬϬϯͬϮϯ ϮϬϮϭͬϬϯͬϮϰ D^KWͲϬϬϯϭϲ Dt^ŵ DŽŝƐƚƵƌĞ ϭ Eͬ ϮϬϮϭͬϬϯͬϮϯ D^KWͲϬϬϰϰϱ ĂƌƚĞƌϮŶĚĞĚϱϭ͘Ϯŵ WŽůǇĐŚůŽƌŝŶĂƚĞĚŝƉŚĞŶǇůŝŶ^Žŝů ϭ ϮϬϮϭͬϬϯͬϮϰ ϮϬϮϭͬϬϯͬϮϰ D^KWͲϬϬϯϬϵ WϴϬϴϮŵ

ZĞŵĂƌŬƐ͗ ƵƌĞĂƵ sĞƌŝƚĂƐ ŝƐ ĂĐĐƌĞĚŝƚĞĚ ƚŽ /^Kͬ/ ϭϳϬϮϱ ĨŽƌ ƐƉĞĐŝĨŝĐ ƉĂƌĂŵĞƚĞƌƐ ŽŶ ƐĐŽƉĞƐ ŽĨ ĂĐĐƌĞĚŝƚĂƚŝŽŶ͘ hŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ŶŽƚĞĚ͕ ƉƌŽĐĞĚƵƌĞƐ ƵƐĞĚ ďǇ ƵƌĞĂƵ sĞƌŝƚĂƐ ĂƌĞ ďĂƐĞĚ ƵƉŽŶ ƌĞĐŽŐŶŝǌĞĚ WƌŽǀŝŶĐŝĂů͕ &ĞĚĞƌĂů Žƌ h^ ŵĞƚŚŽĚ ĐŽŵƉĞŶĚŝĂ ƐƵĐŚ ĂƐ D͕ D>͕ W͕ W,͘

ůů ǁŽƌŬ ƌĞĐŽƌĚĞĚ ŚĞƌĞŝŶ ŚĂƐ ďĞĞŶ ĚŽŶĞ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ƉƌŽĐĞĚƵƌĞƐ ĂŶĚ ƉƌĂĐƚŝĐĞƐ ŽƌĚŝŶĂƌŝůǇ ĞǆĞƌĐŝƐĞĚ ďǇ ƉƌŽĨĞƐƐŝŽŶĂůƐ ŝŶ ƵƌĞĂƵ sĞƌŝƚĂƐΖ ƉƌŽĨĞƐƐŝŽŶ ƵƐŝŶŐ ĂĐĐĞƉƚĞĚ ƚĞƐƚŝŶŐ ŵĞƚŚŽĚŽůŽŐŝĞƐ͕ ƋƵĂůŝƚǇ ĂƐƐƵƌĂŶĐĞ ĂŶĚ ƋƵĂůŝƚǇ ĐŽŶƚƌŽů ƉƌŽĐĞĚƵƌĞƐ ;ĞǆĐĞƉƚ ǁŚĞƌĞ ŽƚŚĞƌǁŝƐĞ ĂŐƌĞĞĚ ďǇ ƚŚĞ ĐůŝĞŶƚ ĂŶĚ ƵƌĞĂƵ sĞƌŝƚĂƐ ŝŶ ǁƌŝƚŝŶŐͿ͘ ůů ĚĂƚĂ ŝƐ ŝŶ ƐƚĂƚŝƐƚŝĐĂů ĐŽŶƚƌŽů ĂŶĚ ŚĂƐ ŵĞƚ ƋƵĂůŝƚǇ ĐŽŶƚƌŽů ĂŶĚ ŵĞƚŚŽĚ ƉĞƌĨŽƌŵĂŶĐĞ ĐƌŝƚĞƌŝĂ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ŶŽƚĞĚ͘ ůů ŵĞƚŚŽĚ ďůĂŶŬƐ ĂƌĞ ƌĞƉŽƌƚĞĚ͖ ƵŶůĞƐƐ ŝŶĚŝĐĂƚĞĚ ŽƚŚĞƌǁŝƐĞ͕ ĂƐƐŽĐŝĂƚĞĚ ƐĂŵƉůĞ ĚĂƚĂ ĂƌĞ ŶŽƚ ďůĂŶŬ ĐŽƌƌĞĐƚĞĚ͘ tŚĞƌĞ ĂƉƉůŝĐĂďůĞ͕ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ŶŽƚĞĚ͕ DĞĂƐƵƌĞŵĞŶƚ hŶĐĞƌƚĂŝŶƚǇ ŚĂƐ ŶŽƚ ďĞĞŶ ĂĐĐŽƵŶƚĞĚ ĨŽƌ ǁŚĞŶ ƐƚĂƚŝŶŐ ĐŽŶĨŽƌŵŝƚǇ ƚŽ ƚŚĞ ƌĞĨĞƌĞŶĐĞĚ ƐƚĂŶĚĂƌĚ͘

ƵƌĞĂƵ sĞƌŝƚĂƐ ůŝĂďŝůŝƚǇ ŝƐ ůŝŵŝƚĞĚ ƚŽ ƚŚĞ ĂĐƚƵĂů ĐŽƐƚ ŽĨ ƚŚĞ ƌĞƋƵĞƐƚĞĚ ĂŶĂůǇƐĞƐ͕ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ĂŐƌĞĞĚ ŝŶ ǁƌŝƚŝŶŐ͘ dŚĞƌĞ ŝƐ ŶŽ ŽƚŚĞƌ ǁĂƌƌĂŶƚǇ ĞǆƉƌĞƐƐĞĚ Žƌ ŝŵƉůŝĞĚ͘ ƵƌĞĂƵ sĞƌŝƚĂƐ ŚĂƐ ďĞĞŶ ƌĞƚĂŝŶĞĚ ƚŽ ƉƌŽǀŝĚĞ ĂŶĂůǇƐŝƐ ŽĨ ƐĂŵƉůĞƐ ƉƌŽǀŝĚĞĚ ďǇ ƚŚĞ ůŝĞŶƚ ƵƐŝŶŐ ƚŚĞ ƚĞƐƚŝŶŐ ŵĞƚŚŽĚŽůŽŐǇ ƌĞĨĞƌĞŶĐĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͘ /ŶƚĞƌƉƌĞƚĂƚŝŽŶ ĂŶĚ ƵƐĞ ŽĨ ƚĞƐƚ ƌĞƐƵůƚƐ ĂƌĞ ƚŚĞ ƐŽůĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƚŚĞ ůŝĞŶƚ ĂŶĚ ĂƌĞ ŶŽƚ ǁŝƚŚŝŶ ƚŚĞ ƐĐŽƉĞ ŽĨ ƐĞƌǀŝĐĞƐ ƉƌŽǀŝĚĞĚ ďǇ ƵƌĞĂƵ sĞƌŝƚĂƐ͕ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ĂŐƌĞĞĚ ŝŶ ǁƌŝƚŝŶŐ͘ ƵƌĞĂƵ sĞƌŝƚĂƐ ŝƐ ŶŽƚ ƌĞƐƉŽŶƐŝďůĞ ĨŽƌ ƚŚĞ ĂĐĐƵƌĂĐǇ Žƌ ĂŶǇ ĚĂƚĂ ŝŵƉĂĐƚƐ͕ ƚŚĂƚ ƌĞƐƵůƚ ĨƌŽŵ ƚŚĞ ŝŶĨŽƌŵĂƚŝŽŶ ƉƌŽǀŝĚĞĚ ďǇ ƚŚĞ ĐƵƐƚŽŵĞƌ Žƌ ƚŚĞŝƌ ĂŐĞŶƚ͘

^ŽůŝĚ ƐĂŵƉůĞ ƌĞƐƵůƚƐ͕ ĞǆĐĞƉƚ ďŝŽƚĂ͕ ĂƌĞ ďĂƐĞĚ ŽŶ ĚƌǇ ǁĞŝŐŚƚ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ŝŶĚŝĐĂƚĞĚ͘ KƌŐĂŶŝĐ ĂŶĂůǇƐĞƐ ĂƌĞ ŶŽƚ ƌĞĐŽǀĞƌǇ ĐŽƌƌĞĐƚĞĚ ĞǆĐĞƉƚ ĨŽƌ ŝƐŽƚŽƉĞ ĚŝůƵƚŝŽŶ ŵĞƚŚŽĚƐ͘ ZĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ tŚĞŶ ƐĂŵƉůŝŶŐ ŝƐ ŶŽƚ ĐŽŶĚƵĐƚĞĚ ďǇ ƵƌĞĂƵ sĞƌŝƚĂƐ͕ ƌĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƚŚĞ ƐƵƉƉůŝĞĚ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ dŚŝƐ ĞƌƚŝĨŝĐĂƚĞ ƐŚĂůů ŶŽƚ ďĞ ƌĞƉƌŽĚƵĐĞĚ ĞǆĐĞƉƚ ŝŶ ĨƵůů͕ ǁŝƚŚŽƵƚ ƚŚĞ ǁƌŝƚƚĞŶ ĂƉƉƌŽǀĂů ŽĨ ƚŚĞ ůĂďŽƌĂƚŽƌǇ͘ ZĞĨĞƌĞŶĐĞDĞƚŚŽĚƐƵĨĨŝǆ͞ŵ͟ŝŶĚŝĐĂƚĞƐƚĞƐƚŵĞƚŚŽĚƐŝŶĐŽƌƉŽƌĂƚĞǀĂůŝĚĂƚĞĚŵŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵƐƉĞĐŝĨŝĐƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚƐƚŽŝŵƉƌŽǀĞƉĞƌĨŽƌŵĂŶĐĞ͘ Ύ ZWƐ ĐĂůĐƵůĂƚĞĚ ƵƐŝŶŐ ƌĂǁ ĚĂƚĂ͘ dŚĞ ƌŽƵŶĚŝŶŐ ŽĨ ĨŝŶĂů ƌĞƐƵůƚƐ ŵĂǇ ƌĞƐƵůƚ ŝŶ ƚŚĞ ĂƉƉĂƌĞŶƚ ĚŝĨĨĞƌĞŶĐĞ͘ ;ϭͿEŽůĂďĞǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐŐŝǀĞŶĨŽƌ&ϭdyΘsKƐĂŵƉůĞƐƚŚĂƚĂƌĞĨŝĞůĚƉƌĞƐĞƌǀĞĚǁŝƚŚŵĞƚŚĂŶŽů͘ǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐƚŚĞĚĂƚĞƐĂŵƉůĞĚƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚ͘ ;ϮͿůůDW,ƌĞƐƵůƚƐŵĞƚƌĞƋƵŝƌĞĚĐƌŝƚĞƌŝĂƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚŝŶƚŚĞƌĞƉŽƌƚ͘dŚĞt^W,ŵĞƚŚŽĚƐĞŵƉůŽǇĞĚďǇƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐĐŽŶĨŽƌŵƚŽĂůůƉƌĞƐĐƌŝďĞĚ ĞůĞŵĞŶƚƐŽĨƚŚĞƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚĂŶĚƉĞƌĨŽƌŵĂŶĐĞďĂƐĞĚĞůĞŵĞŶƚƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚ͘ůůŵŽĚŝĨŝĐĂƚŝŽŶƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚĂŶĚƉƌŽǀĞŶĞƋƵŝǀĂůĞŶƚĨŽůůŽǁŝŶŐ͞ůďĞƌƚĂ ŶǀŝƌŽŶŵĞŶƚ͛Ɛ/ŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲtŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůsĂůŝĚĂƚŝŽŶŽĨWĞƌĨŽƌŵĂŶĐĞͲĂƐĞĚůƚĞƌŶĂƚŝǀĞDĞƚŚŽĚƐ ^ĞƉƚĞŵďĞƌϮϬϬϯ͘͟ŽĐƵŵĞŶƚĂƚŝŽŶŝƐĂǀĂŝůĂďůĞƵƉŽŶƌĞƋƵĞƐƚ͘DŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲǁŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůͲdŝĞƌϭ DĞƚŚŽĚ͗&Ϯͬ&ϯͬ&ϰĚĂƚĂƌĞƉŽƌƚĞĚƵƐŝŶŐǀĂůŝĚĂƚĞĚĐŽůĚƐŽůǀĞŶƚĞǆƚƌĂĐƚŝŽŶŝŶƐƚĞĂĚŽĨ^ŽǆŚůĞƚĞǆƚƌĂĐƚŝŽŶ͘

WĂŐĞϭŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 28 of 71 zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ zŽƵƌWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌ͘K͘͘η͗ŶĂ ƚƚĞŶƚŝŽŶ͗tŽŽĚŶǀŝƌŽŶŵĞŶƚĂů tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨtŽŽĚ ĂŶĂĚĂ>ŝŵŝƚĞĚ ϱϬsŽŐĞůůZŽĂĚ hŶŝƚƐϯΘϰ ZŝĐŚŵŽŶĚ,ŝůů͕KE ĂŶĂĚĂ>ϰϯ<ϲ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ ZĞƉŽƌƚη͗Zϲϱϲϳϴϱϳ sĞƌƐŝŽŶ͗ϭͲ&ŝŶĂů

Zd/&/dK&E>z^/^ s>^:Kη͗ϭϳϰϮϭϮ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϭϵ͕ϭϰ͗ϱϬ

Bureau Veritas ŶĐƌǇƉƚŝŽŶ<ĞǇ 24 Mar 2021 17:01:07

WůĞĂƐĞĚŝƌĞĐƚĂůůƋƵĞƐƚŝŽŶƐƌĞŐĂƌĚŝŶŐƚŚŝƐĞƌƚŝĨŝĐĂƚĞŽĨŶĂůǇƐŝƐƚŽǇŽƵƌWƌŽũĞĐƚDĂŶĂŐĞƌ͘ ^ĂƌĂ^ŝŶŐŚ͕͘^Đ͕^ĞŶŝŽƌWƌŽũĞĐƚDĂŶĂŐĞƌ ŵĂŝů͗^ĂƌĂ͘^ŝŶŐŚΛďƵƌĞĂƵǀĞƌŝƚĂƐ͘ĐŽŵ WŚŽŶĞη;ϵϬϱͿϴϭϳͲϱϴϮϳ сссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссс dŚŝƐƌĞƉŽƌƚŚĂƐďĞĞŶŐĞŶĞƌĂƚĞĚĂŶĚĚŝƐƚƌŝďƵƚĞĚƵƐŝŶŐĂƐĞĐƵƌĞĂƵƚŽŵĂƚĞĚƉƌŽĐĞƐƐ͘ s>ĂďƐŚĂƐƉƌŽĐĞĚƵƌĞƐŝŶƉůĂĐĞƚŽŐƵĂƌĚĂŐĂŝŶƐƚŝŵƉƌŽƉĞƌƵƐĞŽĨƚŚĞĞůĞĐƚƌŽŶŝĐƐŝŐŶĂƚƵƌĞĂŶĚŚĂǀĞƚŚĞƌĞƋƵŝƌĞĚΗƐŝŐŶĂƚŽƌŝĞƐΗ͕ĂƐƉĞƌ/^Kͬ/ϭϳϬϮϱ͕ƐŝŐŶŝŶŐƚŚĞƌĞƉŽƌƚƐ͘&Žƌ ^ĞƌǀŝĐĞ'ƌŽƵƉƐƉĞĐŝĨŝĐǀĂůŝĚĂƚŝŽŶƉůĞĂƐĞƌĞĨĞƌƚŽƚŚĞsĂůŝĚĂƚŝŽŶ^ŝŐŶĂƚƵƌĞWĂŐĞ͘

dŽƚĂůŽǀĞƌWĂŐĞƐ͗Ϯ WĂŐĞϮŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 29 of 71 s>ĂďƐ:Žďη͗ϭϳϰϮϭϮ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt K͘Z'ϭϱϯW^;^K/>Ϳ s>ĂďƐ/ Wtϭϵϯ ϮϬϮϭͬϬϯͬϭϵ ^ĂŵƉůŝŶŐĂƚĞ ϭϬ͗ϱϱ KEƵŵďĞƌ ŶĂ hE/d^ ^d>^ϭϵϬϯϮϭd,ϬϬϰͲϬϯ͘ϱ Z> YĂƚĐŚ WƐ ƌŽĐůŽƌϭϮϰϮ ƵŐͬŐ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϯϲϳϵ ƌŽĐůŽƌϭϮϰϴ ƵŐͬŐ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϯϲϳϵ ƌŽĐůŽƌϭϮϱϰ ƵŐͬŐ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϯϲϳϵ ƌŽĐůŽƌϭϮϲϬ ƵŐͬŐ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϯϲϳϵ dŽƚĂůW ƵŐͬŐ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϯϲϳϵ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů й ϴϯ ϳϮϲϯϲϳϵ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ

WĂŐĞϯŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 30 of 71 s>ĂďƐ:Žďη͗ϭϳϰϮϭϮ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt K͘Z'ϭϱϯW,^͕dyͬ&ϭͲ&ϰ;^K/>Ϳ s>ĂďƐ/ Wtϭϵϯ ϮϬϮϭͬϬϯͬϭϵ ^ĂŵƉůŝŶŐĂƚĞ ϭϬ͗ϱϱ KEƵŵďĞƌ ŶĂ hE/d^ ^d>^ϭϵϬϯϮϭd,ϬϬϰͲϬϯ͘ϱ Z> YĂƚĐŚ /ŶŽƌŐĂŶŝĐƐ DŽŝƐƚƵƌĞ й ϴ͘Ϭ ϭ͘Ϭ ϳϮϲϮϮϲϰ dyΘ&ϭ,ǇĚƌŽĐĂƌďŽŶƐ ĞŶǌĞŶĞ ƵŐͬŐ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϮϱϰϳ dŽůƵĞŶĞ ƵŐͬŐ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϮϱϰϳ ƚŚǇůďĞŶǌĞŶĞ ƵŐͬŐ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϮϱϰϳ ŽͲyǇůĞŶĞ ƵŐͬŐ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϮϱϰϳ ƉнŵͲyǇůĞŶĞ ƵŐͬŐ фϬ͘ϬϰϬ Ϭ͘ϬϰϬ ϳϮϲϮϱϰϳ dŽƚĂůyǇůĞŶĞƐ ƵŐͬŐ фϬ͘ϬϰϬ Ϭ͘ϬϰϬ ϳϮϲϮϱϰϳ &ϭ;ϲͲϭϬͿ ƵŐͬŐ фϭϬ ϭϬ ϳϮϲϮϱϰϳ &ϭ;ϲͲϭϬͿͲdy ƵŐͬŐ фϭϬ ϭϬ ϳϮϲϮϱϰϳ &ϮͲ&ϰ,ǇĚƌŽĐĂƌďŽŶƐ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ фϭϬ ϭϬ ϳϮϲϯϭϰϮ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ фϱϬ ϱϬ ϳϮϲϯϭϰϮ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ фϱϬ ϱϬ ϳϮϲϯϭϰϮ ZĞĂĐŚĞĚĂƐĞůŝŶĞĂƚϱϬ ƵŐͬŐ zĞƐ ϳϮϲϯϭϰϮ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ й ϭϭϮ ϳϮϲϮϱϰϳ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ й ϵϴ ϳϮϲϮϱϰϳ ϭϬͲŽͲyǇůĞŶĞ й ϵϲ ϳϮϲϮϱϰϳ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ й ϭϬϰ ϳϮϲϮϱϰϳ ŽͲdĞƌƉŚĞŶǇů й ϭϬϱ ϳϮϲϯϭϰϮ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ

WĂŐĞϰŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 31 of 71 s>ĂďƐ:Žďη͗ϭϳϰϮϭϮ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

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ĂĐŚƚĞŵƉĞƌĂƚƵƌĞŝƐƚŚĞĂǀĞƌĂŐĞŽĨƵƉƚŽƚŚƌĞĞĐŽŽůĞƌƚĞŵƉĞƌĂƚƵƌĞƐƚĂŬĞŶĂƚƌĞĐĞŝƉƚ

WĂĐŬĂŐĞϭ ϵ͘ϳΣ

&ϭͬdyŶĂůǇƐŝƐ͗^ŽŝůǁĞŝŐŚƚĞǆĐĞĞĚƐƚŚĞƉƌŽƚŽĐŽůƐƉĞĐŝĨŝĐĂƚŝŽŶŽĨĂƉƉƌŽǆŝŵĂƚĞůǇϱŐŝŶƚŚĞĨŝĞůĚƉƌĞƐĞƌǀĞĚǀŝĂů͘ĚĚŝƚŝŽŶĂůŵĞƚŚĂŶŽůǁĂƐĂĚĚĞĚƚŽƚŚĞ ǀŝĂůƚŽĞŶƐƵƌĞĞǆƚƌĂĐƚŝŽŶĞĨĨŝĐŝĞŶĐǇ͘

ZĞƐƵůƚƐƌĞůĂƚĞŽŶůǇƚŽƚŚĞŝƚĞŵƐƚĞƐƚĞĚ͘

WĂŐĞϱŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 32 of 71 s>ĂďƐ:Žďη͗ϭϳϰϮϭϮ Yh>/dz^^hZEZWKZd tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

DĂƚƌŝǆ^ƉŝŬĞ ^W/<>E< DĞƚŚŽĚůĂŶŬ ZW YĂƚĐŚ WĂƌĂŵĞƚĞƌ ĂƚĞ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ sĂůƵĞ hE/d^ sĂůƵĞ;йͿ Y>ŝŵŝƚƐ ϳϮϲϮϱϰϳ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϭϬϵ ϲϬͲϭϰϬ ϭϬϵ ϲϬͲϭϰϬ ϭϭϮ й ϳϮϲϮϱϰϳ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϭϬϬ ϲϬͲϭϰϬ ϵϮ ϲϬͲϭϰϬ ϵϱ й ϳϮϲϮϱϰϳ ϭϬͲŽͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϵϴ ϲϬͲϭϰϬ ϭϭϮ ϲϬͲϭϰϬ ϵϴ й ϳϮϲϮϱϰϳ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ ϮϬϮϭͬϬϯͬϮϯ ϭϬϮ ϲϬͲϭϰϬ ϭϬϯ ϲϬͲϭϰϬ ϭϬϲ й ϳϮϲϯϭϰϮ ŽͲdĞƌƉŚĞŶǇů ϮϬϮϭͬϬϯͬϮϰ ϭϬϵ ϲϬͲϭϯϬ ϭϬϭ ϲϬͲϭϯϬ ϵϴ й ϳϮϲϯϲϳϵ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů ϮϬϮϭͬϬϯͬϮϰ ϭϬϮ ϲϬͲϭϯϬ ϭϭϳ ϲϬͲϭϯϬ ϭϮϳ й ϳϮϲϮϮϲϰ DŽŝƐƚƵƌĞ ϮϬϮϭͬϬϯͬϮϯ ϭ͘ϱ ϮϬ ϳϮϲϮϱϰϳ ĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϴϱ ϱϬͲϭϰϬ ϭϬϲ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϮϱϰϳ ƚŚǇůďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϵϲ ϱϬͲϭϰϬ ϭϭϰ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϮϱϰϳ &ϭ;ϲͲϭϬͿͲdy ϮϬϮϭͬϬϯͬϮϯ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϲϮϱϰϳ &ϭ;ϲͲϭϬͿ ϮϬϮϭͬϬϯͬϮϯ ϳϳ ϲϬͲϭϰϬ ϵϮ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϲϮϱϰϳ ŽͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϵϱ ϱϬͲϭϰϬ ϭϭϮ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϮϱϰϳ ƉнŵͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϵϰ ϱϬͲϭϰϬ ϭϬϳ ϱϬͲϭϰϬ фϬ͘ϬϰϬ ƵŐͬŐ E ϱϬ ϳϮϲϮϱϰϳ dŽůƵĞŶĞ ϮϬϮϭͬϬϯͬϮϯ ϴϱ ϱϬͲϭϰϬ ϭϬϯ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϮϱϰϳ dŽƚĂůyǇůĞŶĞƐ ϮϬϮϭͬϬϯͬϮϯ фϬ͘ϬϰϬ ƵŐͬŐ E ϱϬ ϳϮϲϯϭϰϮ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϰ ϭϭϯ ϱϬͲϭϯϬ ϭϬϱ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϲϯϭϰϮ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϰ ϭϭϯ ϱϬͲϭϯϬ ϭϬϱ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ E ϯϬ ϳϮϲϯϭϰϮ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϰ ϭϭϰ ϱϬͲϭϯϬ ϭϬϲ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ E ϯϬ ϳϮϲϯϲϳϵ ƌŽĐůŽƌϭϮϰϮ ϮϬϮϭͬϬϯͬϮϰ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϲϯϲϳϵ ƌŽĐůŽƌϭϮϰϴ ϮϬϮϭͬϬϯͬϮϰ фϬ͘ϬϭϬ ƵŐͬŐ ϵ͘Ϯ ϱϬ ϳϮϲϯϲϳϵ ƌŽĐůŽƌϭϮϱϰ ϮϬϮϭͬϬϯͬϮϰ фϬ͘ϬϭϬ ƵŐͬŐ ϯϮ ϱϬ ϳϮϲϯϲϳϵ ƌŽĐůŽƌϭϮϲϬ ϮϬϮϭͬϬϯͬϮϰ ϭϬϬ ϯϬͲϭϯϬ ϭϮϵ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ Ϭ͘ϳϮ ϱϬ

WĂŐĞϲŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 33 of 71 s>ĂďƐ:Žďη͗ϭϳϰϮϭϮ Yh>/dz^^hZEZWKZd;KEdΖͿ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

DĂƚƌŝǆ^ƉŝŬĞ ^W/<>E< DĞƚŚŽĚůĂŶŬ ZW YĂƚĐŚ WĂƌĂŵĞƚĞƌ ĂƚĞ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ sĂůƵĞ hE/d^ sĂůƵĞ;йͿ Y>ŝŵŝƚƐ ϳϮϲϯϲϳϵ dŽƚĂůW ϮϬϮϭͬϬϯͬϮϰ ϭϬϬ ϯϬͲϭϯϬ ϭϮϵ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ ϭ͘ϰ ϱϬ ƵƉůŝĐĂƚĞ͗WĂŝƌĞĚĂŶĂůǇƐŝƐŽĨĂƐĞƉĂƌĂƚĞƉŽƌƚŝŽŶŽĨƚŚĞƐĂŵĞƐĂŵƉůĞ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƚŚĞǀĂƌŝĂŶĐĞŝŶƚŚĞŵĞĂƐƵƌĞŵĞŶƚ͘ DĂƚƌŝǆ^ƉŝŬĞ͗ƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞŽĨŝŶƚĞƌĞƐƚŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƐĂŵƉůĞŵĂƚƌŝǆŝŶƚĞƌĨĞƌĞŶĐĞ͘ ^ƉŝŬĞĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞ͕ƵƐƵĂůůǇĨƌŽŵĂƐĞĐŽŶĚƐŽƵƌĐĞ͕ŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞŵĞƚŚŽĚĂĐĐƵƌĂĐǇ͘ DĞƚŚŽĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆĐŽŶƚĂŝŶŝŶŐĂůůƌĞĂŐĞŶƚƐƵƐĞĚŝŶƚŚĞĂŶĂůǇƚŝĐĂůƉƌŽĐĞĚƵƌĞ͘hƐĞĚƚŽŝĚĞŶƚŝĨǇůĂďŽƌĂƚŽƌǇĐŽŶƚĂŵŝŶĂƚŝŽŶ͘ ^ƵƌƌŽŐĂƚĞ͗ƉƵƌĞŽƌŝƐŽƚŽƉŝĐĂůůǇůĂďĞůĞĚĐŽŵƉŽƵŶĚǁŚŽƐĞďĞŚĂǀŝŽƌŵŝƌƌŽƌƐƚŚĞĂŶĂůǇƚĞƐŽĨŝŶƚĞƌĞƐƚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞĞǆƚƌĂĐƚŝŽŶĞĨĨŝĐŝĞŶĐǇ͘ E;ƵƉůŝĐĂƚĞZWͿ͗dŚĞĚƵƉůŝĐĂƚĞZWǁĂƐŶŽƚĐĂůĐƵůĂƚĞĚ͘dŚĞĐŽŶĐĞŶƚƌĂƚŝŽŶŝŶƚŚĞƐĂŵƉůĞĂŶĚͬŽƌĚƵƉůŝĐĂƚĞǁĂƐƚŽŽůŽǁƚŽƉĞƌŵŝƚĂƌĞůŝĂďůĞZWĐĂůĐƵůĂƚŝŽŶ;ĂďƐŽůƵƚĞĚŝĨĨĞƌĞŶĐĞфсϮǆZ>Ϳ͘

WĂŐĞϳŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 34 of 71 s>ĂďƐ:Žďη͗ϭϳϰϮϭϮ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt s>/d/KE^/'EdhZW'

dŚĞĂŶĂůǇƚŝĐĂůĚĂƚĂĂŶĚĂůůYĐŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚǁĞƌĞƌĞǀŝĞǁĞĚĂŶĚǀĂůŝĚĂƚĞĚďǇƚŚĞĨŽůůŽǁŝŶŐŝŶĚŝǀŝĚƵĂů;ƐͿ͘

ŶĂƐƚĂƐƐŝĂ,ĂŵĂŶŽǀ͕^ĐŝĞŶƚŝĨŝĐ^ƉĞĐŝĂůŝƐƚ

s>ĂďƐŚĂƐƉƌŽĐĞĚƵƌĞƐŝŶƉůĂĐĞƚŽŐƵĂƌĚĂŐĂŝŶƐƚŝŵƉƌŽƉĞƌƵƐĞŽĨƚŚĞĞůĞĐƚƌŽŶŝĐƐŝŐŶĂƚƵƌĞĂŶĚŚĂǀĞƚŚĞƌĞƋƵŝƌĞĚΗƐŝŐŶĂƚŽƌŝĞƐΗ͕ĂƐƉĞƌ/^Kͬ/ϭϳϬϮϱ͕ƐŝŐŶŝŶŐƚŚĞƌĞƉŽƌƚƐ͘ &Žƌ^ĞƌǀŝĐĞ'ƌŽƵƉƐƉĞĐŝĨŝĐǀĂůŝĚĂƚŝŽŶƉůĞĂƐĞƌĞĨĞƌƚŽƚŚĞsĂůŝĚĂƚŝŽŶ^ŝŐŶĂƚƵƌĞWĂŐĞ͘

WĂŐĞϴŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

DŝĐƌŽďŝŽůŽŐǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϲϲϬĂŵƉŽďĞůůŽZĚ͘ŚĞŵŝƐƚƌǇƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚĂƚϲϳϰϬĂŵƉŽďĞůůŽZĚ͘

Page 35 of 71 WĂŐĞϵŽĨϭϬ

Page 36 of 71 s>ĂďƐ:Žďη͗ϭϳϰϮϭϮ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϰ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>ZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

ǆĐĞĞĚĂŶĐĞ^ƵŵŵĂƌǇdĂďůĞʹEŽƌŝƚĞƌŝĂWŽůŝĐǇ ZĞƐƵůƚǆĐĞĞĚĂŶĐĞƐ ^ĂŵƉůĞ/ s>ĂďƐ/ WĂƌĂŵĞƚĞƌ ƌŝƚĞƌŝĂ ZĞƐƵůƚ > hE/d^ EŽǆĐĞĞĚĂŶĐĞƐ dŚĞĞǆĐĞĞĚĂŶĐĞƐƵŵŵĂƌǇƚĂďůĞŝƐĨŽƌŝŶĨŽƌŵĂƚŝŽŶƉƵƌƉŽƐĞƐŽŶůǇĂŶĚƐŚŽƵůĚŶŽƚďĞĐŽŶƐŝĚĞƌĞĚĂĐŽŵƉƌĞŚĞŶƐŝǀĞůŝƐƚŝŶŐŽƌƐƚĂƚĞŵĞŶƚŽĨĐŽŶĨŽƌŵĂŶĐĞƚŽ ĂƉƉůŝĐĂďůĞƌĞŐƵůĂƚŽƌǇŐƵŝĚĞůŝŶĞƐ͘

WĂŐĞϭϬŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϲϳϰϬĂŵƉŽďĞůůŽZŽĂĚ͕DŝƐƐŝƐƐĂƵŐĂ͕KŶƚĂƌŝŽ͕>ϱEϮ>ϴdĞů͗;ϵϬϱͿϴϭϳͲϱϳϬϬdŽůůͲ&ƌĞĞ͗ϴϬϬͲϱϲϯͲϲϮϲϲ&Ăǆ͗;ϵϬϱͿϴϭϳͲϱϳϳϳǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ Page 37 of 71 zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^

ƚƚĞŶƚŝŽŶ͗DĞŐĂŶZƵƐƐĞůů tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨtŽŽĚ ĂŶĂĚĂ>ŝŵŝƚĞĚ ϱϬsŽŐĞůůZŽĂĚ hŶŝƚƐϯΘϰ ZŝĐŚŵŽŶĚ,ŝůů͕KE ĂŶĂĚĂ>ϰϯ<ϲ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ ZĞƉŽƌƚη͗ZϲϱϲϰϵϮϵ sĞƌƐŝŽŶ͗ϭͲ&ŝŶĂů

Zd/&/dK&E>z^/^ s>^:Kη͗ϭϳϮϵϯϵ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϭϵ͕Ϭϴ͗ϰϱ ^ĂŵƉůĞDĂƚƌŝǆ͗^Žŝů η^ĂŵƉůĞƐZĞĐĞŝǀĞĚ͗Ϯ ĂƚĞ ĂƚĞ ŶĂůǇƐĞƐ YƵĂŶƚŝƚǇ ǆƚƌĂĐƚĞĚ ŶĂůǇǌĞĚ >ĂďŽƌĂƚŽƌǇDĞƚŚŽĚ ŶĂůǇƚŝĐĂůDĞƚŚŽĚ WĞƚƌŽůĞƵŵ,ǇĚƌŽ͘D&ϭΘdyŝŶ^Žŝů;ϭ͕ϮͿ Ϯ Eͬ ϮϬϮϭͬϬϯͬϮϬ D^KWͲϬϬϯϭϱ DW,Ͳt^ŵ WĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐ&ϮͲ&ϰŝŶ^Žŝů;ϭ͕ϯͿ Ϯ ϮϬϮϭͬϬϯͬϮϭ ϮϬϮϭͬϬϯͬϮϮ D^KWͲϬϬϯϭϲ Dt^ŵ DŽŝƐƚƵƌĞ;ϭͿ Ϯ Eͬ ϮϬϮϭͬϬϯͬϮϬ D^KWͲϬϬϰϰϱ ĂƌƚĞƌϮŶĚĞĚϱϭ͘Ϯŵ WŽůǇĐŚůŽƌŝŶĂƚĞĚŝƉŚĞŶǇůŝŶ^Žŝů;ϭͿ Ϯ ϮϬϮϭͬϬϯͬϮϭ ϮϬϮϭͬϬϯͬϮϮ D^KWͲϬϬϯϬϵ WϴϬϴϮŵ

^ŽůŝĚ ƐĂŵƉůĞ ƌĞƐƵůƚƐ͕ ĞǆĐĞƉƚ ďŝŽƚĂ͕ ĂƌĞ ďĂƐĞĚ ŽŶ ĚƌǇ ǁĞŝŐŚƚ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ŝŶĚŝĐĂƚĞĚ͘ KƌŐĂŶŝĐ ĂŶĂůǇƐĞƐ ĂƌĞ ŶŽƚ ƌĞĐŽǀĞƌǇ ĐŽƌƌĞĐƚĞĚ ĞǆĐĞƉƚ ĨŽƌ ŝƐŽƚŽƉĞ ĚŝůƵƚŝŽŶ ŵĞƚŚŽĚƐ͘ ZĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ tŚĞŶ ƐĂŵƉůŝŶŐ ŝƐ ŶŽƚ ĐŽŶĚƵĐƚĞĚ ďǇ ƵƌĞĂƵ sĞƌŝƚĂƐ͕ ƌĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƚŚĞ ƐƵƉƉůŝĞĚ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ dŚŝƐ ĞƌƚŝĨŝĐĂƚĞ ƐŚĂůů ŶŽƚ ďĞ ƌĞƉƌŽĚƵĐĞĚ ĞǆĐĞƉƚ ŝŶ ĨƵůů͕ ǁŝƚŚŽƵƚ ƚŚĞ ǁƌŝƚƚĞŶ ĂƉƉƌŽǀĂů ŽĨ ƚŚĞ ůĂďŽƌĂƚŽƌǇ͘ ZĞĨĞƌĞŶĐĞDĞƚŚŽĚƐƵĨĨŝǆ͞ŵ͟ŝŶĚŝĐĂƚĞƐƚĞƐƚŵĞƚŚŽĚƐŝŶĐŽƌƉŽƌĂƚĞǀĂůŝĚĂƚĞĚŵŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵƐƉĞĐŝĨŝĐƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚƐƚŽŝŵƉƌŽǀĞƉĞƌĨŽƌŵĂŶĐĞ͘ Ύ ZWƐ ĐĂůĐƵůĂƚĞĚ ƵƐŝŶŐ ƌĂǁ ĚĂƚĂ͘ dŚĞ ƌŽƵŶĚŝŶŐ ŽĨ ĨŝŶĂů ƌĞƐƵůƚƐ ŵĂǇ ƌĞƐƵůƚ ŝŶ ƚŚĞ ĂƉƉĂƌĞŶƚ ĚŝĨĨĞƌĞŶĐĞ͘ ;ϭͿdŚŝƐƚĞƐƚǁĂƐƉĞƌĨŽƌŵĞĚďǇƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐDŝƐƐŝƐƐĂƵŐĂ ;ϮͿEŽůĂďĞǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐŐŝǀĞŶĨŽƌ&ϭdyΘsKƐĂŵƉůĞƐƚŚĂƚĂƌĞĨŝĞůĚƉƌĞƐĞƌǀĞĚǁŝƚŚŵĞƚŚĂŶŽů͘ǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐƚŚĞĚĂƚĞƐĂŵƉůĞĚƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚ͘ ;ϯͿůůDW,ƌĞƐƵůƚƐŵĞƚƌĞƋƵŝƌĞĚĐƌŝƚĞƌŝĂƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚŝŶƚŚĞƌĞƉŽƌƚ͘dŚĞt^W,ŵĞƚŚŽĚƐĞŵƉůŽǇĞĚďǇƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐĐŽŶĨŽƌŵƚŽĂůůƉƌĞƐĐƌŝďĞĚ ĞůĞŵĞŶƚƐŽĨƚŚĞƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚĂŶĚƉĞƌĨŽƌŵĂŶĐĞďĂƐĞĚĞůĞŵĞŶƚƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚ͘ůůŵŽĚŝĨŝĐĂƚŝŽŶƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚĂŶĚƉƌŽǀĞŶĞƋƵŝǀĂůĞŶƚĨŽůůŽǁŝŶŐ͞ůďĞƌƚĂ ŶǀŝƌŽŶŵĞŶƚ͛Ɛ/ŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲtŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůsĂůŝĚĂƚŝŽŶŽĨWĞƌĨŽƌŵĂŶĐĞͲĂƐĞĚůƚĞƌŶĂƚŝǀĞDĞƚŚŽĚƐ ^ĞƉƚĞŵďĞƌϮϬϬϯ͘͟ŽĐƵŵĞŶƚĂƚŝŽŶŝƐĂǀĂŝůĂďůĞƵƉŽŶƌĞƋƵĞƐƚ͘DŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲǁŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůͲdŝĞƌϭ DĞƚŚŽĚ͗&Ϯͬ&ϯͬ&ϰĚĂƚĂƌĞƉŽƌƚĞĚƵƐŝŶŐǀĂůŝĚĂƚĞĚĐŽůĚƐŽůǀĞŶƚĞǆƚƌĂĐƚŝŽŶŝŶƐƚĞĂĚŽĨ^ŽǆŚůĞƚĞǆƚƌĂĐƚŝŽŶ͘

WĂŐĞϭŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 38 of 71 zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^

Zd/&/dK&E>z^/^ s>^:Kη͗ϭϳϮϵϯϵ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϭϵ͕Ϭϴ͗ϰϱ

Bureau Veritas ŶĐƌǇƉƚŝŽŶ<ĞǇ 22 Mar 2021 16:44:00

dŽƚĂůŽǀĞƌWĂŐĞƐ͗Ϯ WĂŐĞϮŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 39 of 71 s>ĂďƐ:Žďη͗ϭϳϮϵϯϵ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ K͘Z'ϭϱϯW^;^K/>Ϳ s>ĂďƐ/ WWϬϳϰ WWϬϳϱ ϮϬϮϭͬϬϯͬϭϭ ϮϬϮϭͬϬϯͬϭϭ ^ĂŵƉůŝŶŐĂƚĞ ϭϳ͗ϭϱ ϭϰ͗ϭϱ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϭϴϬϯϮϭd,ϬϬϯͲϬϯ͘ϲ ^d>^ϭϴϬϯϮϭd,ϬϬϱͲϬϯ͘ϰ Z> YĂƚĐŚ WƐ ƌŽĐůŽƌϭϮϰϮ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϱϵϬϬϯ ƌŽĐůŽƌϭϮϰϴ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϱϵϬϬϯ ƌŽĐůŽƌϭϮϱϰ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϱϵϬϬϯ ƌŽĐůŽƌϭϮϲϬ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϱϵϬϬϯ dŽƚĂůW ƵŐͬŐ ϭ͘ϭ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϱϵϬϬϯ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů й Ͳ ϵϲ ϴϵ ϳϮϱϵϬϬϯ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

WĂŐĞϯŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 40 of 71 s>ĂďƐ:Žďη͗ϭϳϮϵϯϵ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ Z^h>d^K&E>z^^K&^K/> s>ĂďƐ/ WWϬϳϰ WWϬϳϱ ϮϬϮϭͬϬϯͬϭϭ ϮϬϮϭͬϬϯͬϭϭ ^ĂŵƉůŝŶŐĂƚĞ ϭϳ͗ϭϱ ϭϰ͗ϭϱ hE/d^ ^d>^ϭϴϬϯϮϭd,ϬϬϯͲϬϯ͘ϲ ^d>^ϭϴϬϯϮϭd,ϬϬϱͲϬϯ͘ϰ Z> YĂƚĐŚ /ŶŽƌŐĂŶŝĐƐ DŽŝƐƚƵƌĞ й ϲ͘ϴ ϴ͘ϲ ϭ͘Ϭ ϳϮϱϴϱϲϱ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ

WĂŐĞϰŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 41 of 71 s>ĂďƐ:Žďη͗ϭϳϮϵϯϵ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ WdZK>hD,zZKZKE^;DͿ s>ĂďƐ/ WWϬϳϰ WWϬϳϱ ϮϬϮϭͬϬϯͬϭϭ ϮϬϮϭͬϬϯͬϭϭ ^ĂŵƉůŝŶŐĂƚĞ ϭϳ͗ϭϱ ϭϰ͗ϭϱ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϭϴϬϯϮϭd,ϬϬϯͲϬϯ͘ϲ ^d>^ϭϴϬϯϮϭd,ϬϬϱͲϬϯ͘ϰ Z> YĂƚĐŚ dyΘ&ϭ,ǇĚƌŽĐĂƌďŽŶƐ &ϭ;ϲͲϭϬͿ ƵŐͬŐ ϱϱ фϭϬ фϭϬ ϭϬ ϳϮϱϴϲϬϱ &ϭ;ϲͲϭϬͿͲdy ƵŐͬŐ ϱϱ фϭϬ фϭϬ ϭϬ ϳϮϱϴϲϬϱ &ϮͲ&ϰ,ǇĚƌŽĐĂƌďŽŶƐ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϮϯϬ фϭϬ фϭϬ ϭϬ ϳϮϱϴϵϬϰ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϭϳϬϬ фϱϬ фϱϬ ϱϬ ϳϮϱϴϵϬϰ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϯϯϬϬ фϱϬ фϱϬ ϱϬ ϳϮϱϴϵϬϰ ZĞĂĐŚĞĚĂƐĞůŝŶĞĂƚϱϬ ƵŐͬŐ Ͳ zĞƐ zĞƐ ϳϮϱϴϵϬϰ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϭϬϬ ϭϬϬ ϳϮϱϴϲϬϱ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϵϰ ϵϰ ϳϮϱϴϲϬϱ ϭϬͲŽͲyǇůĞŶĞ й Ͳ ϳϵ ϴϮ ϳϮϱϴϲϬϱ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ й Ͳ ϵϵ ϭϬϬ ϳϮϱϴϲϬϱ ŽͲdĞƌƉŚĞŶǇů й Ͳ ϭϬϬ ϭϮϮ ϳϮϱϴϵϬϰ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

WĂŐĞϱŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 42 of 71 s>ĂďƐ:Žďη͗ϭϳϮϵϯϵ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗

'EZ>KDDEd^

ĂĐŚƚĞŵƉĞƌĂƚƵƌĞŝƐƚŚĞĂǀĞƌĂŐĞŽĨƵƉƚŽƚŚƌĞĞĐŽŽůĞƌƚĞŵƉĞƌĂƚƵƌĞƐƚĂŬĞŶĂƚƌĞĐĞŝƉƚ

WĂĐŬĂŐĞϭ Ϯ͘ϯΣ

ZĞƐƵůƚƐƌĞůĂƚĞŽŶůǇƚŽƚŚĞŝƚĞŵƐƚĞƐƚĞĚ͘

WĂŐĞϲŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 43 of 71 s>ĂďƐ:Žďη͗ϭϳϮϵϯϵ Yh>/dz^^hZEZWKZd tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗

DĂƚƌŝǆ^ƉŝŬĞ ^W/<>E< DĞƚŚŽĚůĂŶŬ ZW YĂƚĐŚ WĂƌĂŵĞƚĞƌ ĂƚĞ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ sĂůƵĞ hE/d^ sĂůƵĞ;йͿ Y>ŝŵŝƚƐ ϳϮϱϴϲϬϱ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϬ ϵϵ ϲϬͲϭϰϬ ϵϳ ϲϬͲϭϰϬ ϭϬϮ й ϳϮϱϴϲϬϱ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϬ ϵϲ ϲϬͲϭϰϬ ϵϵ ϲϬͲϭϰϬ ϵϱ й ϳϮϱϴϲϬϱ ϭϬͲŽͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϮϬ ϴϱ ϲϬͲϭϰϬ ϵϯ ϲϬͲϭϰϬ ϴϬ й ϳϮϱϴϲϬϱ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ ϮϬϮϭͬϬϯͬϮϬ ϵϯ ϲϬͲϭϰϬ ϵϯ ϲϬͲϭϰϬ ϵϴ й ϳϮϱϴϵϬϰ ŽͲdĞƌƉŚĞŶǇů ϮϬϮϭͬϬϯͬϮϭ ϵϬ ϲϬͲϭϯϬ ϵϮ ϲϬͲϭϯϬ ϭϬϬ й ϳϮϱϵϬϬϯ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů ϮϬϮϭͬϬϯͬϮϮ ϴϵ ϲϬͲϭϯϬ ϴϮ ϲϬͲϭϯϬ ϴϱ й ϳϮϱϴϱϲϱ DŽŝƐƚƵƌĞ ϮϬϮϭͬϬϯͬϮϬ Ϯ͘ϳ ϮϬ ϳϮϱϴϲϬϱ &ϭ;ϲͲϭϬͿͲdy ϮϬϮϭͬϬϯͬϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϱϴϲϬϱ &ϭ;ϲͲϭϬͿ ϮϬϮϭͬϬϯͬϮϬ ϴϬ ϲϬͲϭϰϬ ϴϮ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϱϴϵϬϰ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϮ ϵϴ ϱϬͲϭϯϬ ϵϵ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϱϴϵϬϰ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϮ ϵϵ ϱϬͲϭϯϬ ϭϬϬ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ E ϯϬ ϳϮϱϴϵϬϰ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϮ ϵϴ ϱϬͲϭϯϬ ϵϵ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ E ϯϬ ϳϮϱϵϬϬϯ ƌŽĐůŽƌϭϮϰϮ ϮϬϮϭͬϬϯͬϮϮ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϱϵϬϬϯ ƌŽĐůŽƌϭϮϰϴ ϮϬϮϭͬϬϯͬϮϮ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϱϵϬϬϯ ƌŽĐůŽƌϭϮϱϰ ϮϬϮϭͬϬϯͬϮϮ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϱϵϬϬϯ ƌŽĐůŽƌϭϮϲϬ ϮϬϮϭͬϬϯͬϮϮ ϵϲ ϯϬͲϭϯϬ ϵϭ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϱϵϬϬϯ dŽƚĂůW ϮϬϮϭͬϬϯͬϮϮ ϵϲ ϯϬͲϭϯϬ ϵϭ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ƵƉůŝĐĂƚĞ͗WĂŝƌĞĚĂŶĂůǇƐŝƐŽĨĂƐĞƉĂƌĂƚĞƉŽƌƚŝŽŶŽĨƚŚĞƐĂŵĞƐĂŵƉůĞ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƚŚĞǀĂƌŝĂŶĐĞŝŶƚŚĞŵĞĂƐƵƌĞŵĞŶƚ͘ DĂƚƌŝǆ^ƉŝŬĞ͗ƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞŽĨŝŶƚĞƌĞƐƚŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƐĂŵƉůĞŵĂƚƌŝǆŝŶƚĞƌĨĞƌĞŶĐĞ͘ ^ƉŝŬĞĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞ͕ƵƐƵĂůůǇĨƌŽŵĂƐĞĐŽŶĚƐŽƵƌĐĞ͕ŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞŵĞƚŚŽĚĂĐĐƵƌĂĐǇ͘ DĞƚŚŽĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆĐŽŶƚĂŝŶŝŶŐĂůůƌĞĂŐĞŶƚƐƵƐĞĚŝŶƚŚĞĂŶĂůǇƚŝĐĂůƉƌŽĐĞĚƵƌĞ͘hƐĞĚƚŽŝĚĞŶƚŝĨǇůĂďŽƌĂƚŽƌǇĐŽŶƚĂŵŝŶĂƚŝŽŶ͘ ^ƵƌƌŽŐĂƚĞ͗ƉƵƌĞŽƌŝƐŽƚŽƉŝĐĂůůǇůĂďĞůĞĚĐŽŵƉŽƵŶĚǁŚŽƐĞďĞŚĂǀŝŽƌŵŝƌƌŽƌƐƚŚĞĂŶĂůǇƚĞƐŽĨŝŶƚĞƌĞƐƚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞĞǆƚƌĂĐƚŝŽŶĞĨĨŝĐŝĞŶĐǇ͘ E;ƵƉůŝĐĂƚĞZWͿ͗dŚĞĚƵƉůŝĐĂƚĞZWǁĂƐŶŽƚĐĂůĐƵůĂƚĞĚ͘dŚĞĐŽŶĐĞŶƚƌĂƚŝŽŶŝŶƚŚĞƐĂŵƉůĞĂŶĚͬŽƌĚƵƉůŝĐĂƚĞǁĂƐƚŽŽůŽǁƚŽƉĞƌŵŝƚĂƌĞůŝĂďůĞZWĐĂůĐƵůĂƚŝŽŶ;ĂďƐŽůƵƚĞĚŝĨĨĞƌĞŶĐĞфсϮǆZ>Ϳ͘

WĂŐĞϳŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 44 of 71 s>ĂďƐ:Žďη͗ϭϳϮϵϯϵ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ s>/d/KE^/'EdhZW'

dŚĞĂŶĂůǇƚŝĐĂůĚĂƚĂĂŶĚĂůůYĐŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚǁĞƌĞƌĞǀŝĞǁĞĚĂŶĚǀĂůŝĚĂƚĞĚďǇƚŚĞĨŽůůŽǁŝŶŐŝŶĚŝǀŝĚƵĂů;ƐͿ͘

ǁĂWƌĂŶũŝĐ͕D͘^Đ͕͘͘ŚĞŵ͕^ĐŝĞŶƚŝĨŝĐ^ƉĞĐŝĂůŝƐƚ

WĂŐĞϴŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 45 of 71 WĂŐĞϵŽĨϭϬ

Page 46 of 71 s>ĂďƐ:Žďη͗ϭϳϮϵϯϵ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϯͬϮϮ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗

ǆĐĞĞĚĂŶĐĞ^ƵŵŵĂƌǇdĂďůĞʹZĞŐϭϱϯͬϬϰdϮͲ^Žŝůͬ/ŶĚͲ ZĞƐƵůƚǆĐĞĞĚĂŶĐĞƐ ^ĂŵƉůĞ/ s>ĂďƐ/ WĂƌĂŵĞƚĞƌ ƌŝƚĞƌŝĂ ZĞƐƵůƚ > hE/d^ EŽǆĐĞĞĚĂŶĐĞƐ dŚĞĞǆĐĞĞĚĂŶĐĞƐƵŵŵĂƌǇƚĂďůĞŝƐĨŽƌŝŶĨŽƌŵĂƚŝŽŶƉƵƌƉŽƐĞƐŽŶůǇĂŶĚƐŚŽƵůĚŶŽƚďĞĐŽŶƐŝĚĞƌĞĚĂĐŽŵƉƌĞŚĞŶƐŝǀĞůŝƐƚŝŶŐŽƌƐƚĂƚĞŵĞŶƚŽĨĐŽŶĨŽƌŵĂŶĐĞƚŽ ĂƉƉůŝĐĂďůĞƌĞŐƵůĂƚŽƌǇŐƵŝĚĞůŝŶĞƐ͘

WĂŐĞϭϬŽĨϭϬ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ Page 47 of 71 zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌ͘K͘͘η͗ŶĂ ƚƚĞŶƚŝŽŶ͗DĞŐĂŶZƵƐƐĞůů tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨtŽŽĚ ĂŶĂĚĂ>ŝŵŝƚĞĚ ϱϬsŽŐĞůůZŽĂĚ hŶŝƚƐϯΘϰ ZŝĐŚŵŽŶĚ,ŝůů͕KE ĂŶĂĚĂ>ϰϯ<ϲ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ ZĞƉŽƌƚη͗Zϲϱϴϯϳϴϲ sĞƌƐŝŽŶ͗ϮͲZĞǀŝƐŝŽŶ

Zd/&/dK&E>z^/^ʹZs/^ZWKZd s>^:Kη͗ϭϲϳϮϯϯ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϭϮ͕ϭϲ͗ϭϱ ^ĂŵƉůĞDĂƚƌŝǆ͗^Žŝů η^ĂŵƉůĞƐZĞĐĞŝǀĞĚ͗ϱ ĂƚĞ ĂƚĞ ŶĂůǇƐĞƐ YƵĂŶƚŝƚǇ ǆƚƌĂĐƚĞĚ ŶĂůǇǌĞĚ >ĂďŽƌĂƚŽƌǇDĞƚŚŽĚ ŶĂůǇƚŝĐĂůDĞƚŚŽĚ WĞƚƌŽůĞƵŵ,ǇĚƌŽ͘D&ϭΘdyŝŶ^Žŝů;ϭ͕ϮͿ ϱ Eͬ ϮϬϮϭͬϬϯͬϭϱ D^KWͲϬϬϯϭϱ DW,Ͳt^ŵ WĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐ&ϮͲ&ϰŝŶ^Žŝů;ϭ͕ϯͿ ϱ ϮϬϮϭͬϬϯͬϭϯ ϮϬϮϭͬϬϯͬϭϱ D^KWͲϬϬϯϭϲ Dt^ŵ DŽŝƐƚƵƌĞ;ϭͿ ϱ Eͬ ϮϬϮϭͬϬϯͬϭϯ D^KWͲϬϬϰϰϱ ĂƌƚĞƌϮŶĚĞĚϱϭ͘Ϯŵ WŽůǇĐŚůŽƌŝŶĂƚĞĚŝƉŚĞŶǇůŝŶ^Žŝů;ϭͿ ϱ ϮϬϮϭͬϬϯͬϭϰ ϮϬϮϭͬϬϯͬϭϱ D^KWͲϬϬϯϬϵ WϴϬϴϮŵ Ɖ,ĂůϮydZd;ϭͿ ϭ ϮϬϮϭͬϬϰͬϬϲ ϮϬϮϭͬϬϰͬϬϲ D^KWͲϬϬϰϭϯ WϵϬϰϱŵ

^ŽůŝĚ ƐĂŵƉůĞ ƌĞƐƵůƚƐ͕ ĞǆĐĞƉƚ ďŝŽƚĂ͕ ĂƌĞ ďĂƐĞĚ ŽŶ ĚƌǇ ǁĞŝŐŚƚ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ŝŶĚŝĐĂƚĞĚ͘ KƌŐĂŶŝĐ ĂŶĂůǇƐĞƐ ĂƌĞ ŶŽƚ ƌĞĐŽǀĞƌǇ ĐŽƌƌĞĐƚĞĚ ĞǆĐĞƉƚ ĨŽƌ ŝƐŽƚŽƉĞ ĚŝůƵƚŝŽŶ ŵĞƚŚŽĚƐ͘ ZĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ tŚĞŶ ƐĂŵƉůŝŶŐ ŝƐ ŶŽƚ ĐŽŶĚƵĐƚĞĚ ďǇ ƵƌĞĂƵ sĞƌŝƚĂƐ͕ ƌĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƚŚĞ ƐƵƉƉůŝĞĚ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ dŚŝƐ ĞƌƚŝĨŝĐĂƚĞ ƐŚĂůů ŶŽƚ ďĞ ƌĞƉƌŽĚƵĐĞĚ ĞǆĐĞƉƚ ŝŶ ĨƵůů͕ ǁŝƚŚŽƵƚ ƚŚĞ ǁƌŝƚƚĞŶ ĂƉƉƌŽǀĂů ŽĨ ƚŚĞ ůĂďŽƌĂƚŽƌǇ͘ ZĞĨĞƌĞŶĐĞDĞƚŚŽĚƐƵĨĨŝǆ͞ŵ͟ŝŶĚŝĐĂƚĞƐƚĞƐƚŵĞƚŚŽĚƐŝŶĐŽƌƉŽƌĂƚĞǀĂůŝĚĂƚĞĚŵŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵƐƉĞĐŝĨŝĐƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚƐƚŽŝŵƉƌŽǀĞƉĞƌĨŽƌŵĂŶĐĞ͘ Ύ ZWƐ ĐĂůĐƵůĂƚĞĚ ƵƐŝŶŐ ƌĂǁ ĚĂƚĂ͘ dŚĞ ƌŽƵŶĚŝŶŐ ŽĨ ĨŝŶĂů ƌĞƐƵůƚƐ ŵĂǇ ƌĞƐƵůƚ ŝŶ ƚŚĞ ĂƉƉĂƌĞŶƚ ĚŝĨĨĞƌĞŶĐĞ͘ ;ϭͿdŚŝƐƚĞƐƚǁĂƐƉĞƌĨŽƌŵĞĚďǇƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐDŝƐƐŝƐƐĂƵŐĂ ;ϮͿEŽůĂďĞǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐŐŝǀĞŶĨŽƌ&ϭdyΘsKƐĂŵƉůĞƐƚŚĂƚĂƌĞĨŝĞůĚƉƌĞƐĞƌǀĞĚǁŝƚŚŵĞƚŚĂŶŽů͘ǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐƚŚĞĚĂƚĞƐĂŵƉůĞĚƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚ͘ ;ϯͿůůDW,ƌĞƐƵůƚƐŵĞƚƌĞƋƵŝƌĞĚĐƌŝƚĞƌŝĂƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚŝŶƚŚĞƌĞƉŽƌƚ͘dŚĞt^W,ŵĞƚŚŽĚƐĞŵƉůŽǇĞĚďǇƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐĐŽŶĨŽƌŵƚŽĂůůƉƌĞƐĐƌŝďĞĚ ĞůĞŵĞŶƚƐŽĨƚŚĞƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚĂŶĚƉĞƌĨŽƌŵĂŶĐĞďĂƐĞĚĞůĞŵĞŶƚƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚ͘ůůŵŽĚŝĨŝĐĂƚŝŽŶƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚĂŶĚƉƌŽǀĞŶĞƋƵŝǀĂůĞŶƚĨŽůůŽǁŝŶŐ͞ůďĞƌƚĂ ŶǀŝƌŽŶŵĞŶƚ͛Ɛ/ŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲtŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůsĂůŝĚĂƚŝŽŶŽĨWĞƌĨŽƌŵĂŶĐĞͲĂƐĞĚůƚĞƌŶĂƚŝǀĞDĞƚŚŽĚƐ ^ĞƉƚĞŵďĞƌϮϬϬϯ͘͟ŽĐƵŵĞŶƚĂƚŝŽŶŝƐĂǀĂŝůĂďůĞƵƉŽŶƌĞƋƵĞƐƚ͘DŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲǁŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůͲdŝĞƌϭ

WĂŐĞϭŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 48 of 71 zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌ͘K͘͘η͗ŶĂ ƚƚĞŶƚŝŽŶ͗DĞŐĂŶZƵƐƐĞůů tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨtŽŽĚ ĂŶĂĚĂ>ŝŵŝƚĞĚ ϱϬsŽŐĞůůZŽĂĚ hŶŝƚƐϯΘϰ ZŝĐŚŵŽŶĚ,ŝůů͕KE ĂŶĂĚĂ>ϰϯ<ϲ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ ZĞƉŽƌƚη͗Zϲϱϴϯϳϴϲ sĞƌƐŝŽŶ͗ϮͲZĞǀŝƐŝŽŶ

Zd/&/dK&E>z^/^ʹZs/^ZWKZd s>^:Kη͗ϭϲϳϮϯϯ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϭϮ͕ϭϲ͗ϭϱ DĞƚŚŽĚ͗&Ϯͬ&ϯͬ&ϰĚĂƚĂƌĞƉŽƌƚĞĚƵƐŝŶŐǀĂůŝĚĂƚĞĚĐŽůĚƐŽůǀĞŶƚĞǆƚƌĂĐƚŝŽŶŝŶƐƚĞĂĚŽĨ^ŽǆŚůĞƚĞǆƚƌĂĐƚŝŽŶ͘

Patricia Legette Project Manager ŶĐƌǇƉƚŝŽŶ<ĞǇ 06 Apr 2021 17:24:41

WůĞĂƐĞĚŝƌĞĐƚĂůůƋƵĞƐƚŝŽŶƐƌĞŐĂƌĚŝŶŐƚŚŝƐĞƌƚŝĨŝĐĂƚĞŽĨŶĂůǇƐŝƐƚŽǇŽƵƌWƌŽũĞĐƚDĂŶĂŐĞƌ͘ ^ĂƌĂ^ŝŶŐŚ͕͘^Đ͕^ĞŶŝŽƌWƌŽũĞĐƚDĂŶĂŐĞƌ ŵĂŝů͗^ĂƌĂ͘^ŝŶŐŚΛďƵƌĞĂƵǀĞƌŝƚĂƐ͘ĐŽŵ WŚŽŶĞη;ϵϬϱͿϴϭϳͲϱϴϮϳ сссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссс s>ĂďƐŚĂƐƉƌŽĐĞĚƵƌĞƐŝŶƉůĂĐĞƚŽŐƵĂƌĚĂŐĂŝŶƐƚŝŵƉƌŽƉĞƌƵƐĞŽĨƚŚĞĞůĞĐƚƌŽŶŝĐƐŝŐŶĂƚƵƌĞĂŶĚŚĂǀĞƚŚĞƌĞƋƵŝƌĞĚΗƐŝŐŶĂƚŽƌŝĞƐΗ͕ĂƐƉĞƌ/^Kͬ/ϭϳϬϮϱ͕ƐŝŐŶŝŶŐƚŚĞƌĞƉŽƌƚƐ͘&Žƌ ^ĞƌǀŝĐĞ'ƌŽƵƉƐƉĞĐŝĨŝĐǀĂůŝĚĂƚŝŽŶƉůĞĂƐĞƌĞĨĞƌƚŽƚŚĞsĂůŝĚĂƚŝŽŶ^ŝŐŶĂƚƵƌĞWĂŐĞ͘

dŽƚĂůŽǀĞƌWĂŐĞƐ͗Ϯ WĂŐĞϮŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 49 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ K͘Z'ϭϱϯW^;^K/>Ϳ s>ĂďƐ/ W:ϲϭϲ W:ϲϭϳ W:ϲϭϴ ϮϬϮϭͬϬϯͬϭϮ ϮϬϮϭͬϬϯͬϭϮ ϮϬϮϭͬϬϯͬϭϮ ^ĂŵƉůŝŶŐĂƚĞ ϭϯ͗ϬϬ ϭϬ͗ϭϱ Ϭϵ͗ϯϱ KEƵŵďĞƌ ŶĂ ŶĂ ŶĂ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϭϮϬϯϮϭd,ϬϬϮͲϬϬ͘ϲ ^d>^ϭϮϬϯϮϭd,ϬϬϯͲϬϬ͘ϲ ^d>^ϭϮϬϯϮϭd,ϬϬϰͲϬϬ͘ϲ Z> YĂƚĐŚ WƐ ƌŽĐůŽƌϭϮϰϮ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϰϴ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϱϰ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϲϬ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ dŽƚĂůW ƵŐͬŐ ϭ͘ϭ фϬ͘ϬϭϬ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů й Ͳ ϵϲ ϵϵ ϵϴ ϳϮϰϲϲϮϴ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

s>ĂďƐ/ W:ϲϭϵ W:ϲϮϬ ϮϬϮϭͬϬϯͬϭϮ ^ĂŵƉůŝŶŐĂƚĞ ϮϬϮϭͬϬϯͬϭϮ ϭϭ͗ϱϱ KEƵŵďĞƌ ŶĂ ŶĂ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϭϮϬϯϮϭd,ϬϬϱͲϬϬ͘ϲ hWϭ Z> YĂƚĐŚ WƐ ƌŽĐůŽƌϭϮϰϮ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϰϴ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϱϰ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϲϬ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ dŽƚĂůW ƵŐͬŐ ϭ͘ϭ фϬ͘ϬϭϬ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϰϲϲϮϴ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů й Ͳ ϵϴ ϵϱ ϳϮϰϲϲϮϴ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

WĂŐĞϯŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 50 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ Z^h>d^K&E>z^^K&^K/> s>ĂďƐ/ W:ϲϭϲ W:ϲϭϳ ϮϬϮϭͬϬϯͬϭϮ ϮϬϮϭͬϬϯͬϭϮ ^ĂŵƉůŝŶŐĂƚĞ ϭϯ͗ϬϬ ϭϬ͗ϭϱ KEƵŵďĞƌ ŶĂ ŶĂ hE/d^ ^d>^ϭϮϬϯϮϭd,ϬϬϮͲϬϬ͘ϲ YĂƚĐŚ ^d>^ϭϮϬϯϮϭd,ϬϬϯͲϬϬ͘ϲ Z> YĂƚĐŚ /ŶŽƌŐĂŶŝĐƐ DŽŝƐƚƵƌĞ й ϭϯ ϳϮϰϲϬϳϴ ϭϮ ϭ͘Ϭ ϳϮϰϲϬϳϴ ǀĂŝůĂďůĞ;ĂůϮͿƉ, Ɖ, ϳ͘ϳϵ ϳϮϴϯϮϬϭ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ

s>ĂďƐ/ W:ϲϭϴ W:ϲϭϵ W:ϲϮϬ ϮϬϮϭͬϬϯͬϭϮ ϮϬϮϭͬϬϯͬϭϮ ^ĂŵƉůŝŶŐĂƚĞ ϮϬϮϭͬϬϯͬϭϮ Ϭϵ͗ϯϱ ϭϭ͗ϱϱ KEƵŵďĞƌ ŶĂ ŶĂ ŶĂ hE/d^ ^d>^ϭϮϬϯϮϭd,ϬϬϰͲϬϬ͘ϲ ^d>^ϭϮϬϯϮϭd,ϬϬϱͲϬϬ͘ϲ hWϭ Z> YĂƚĐŚ /ŶŽƌŐĂŶŝĐƐ DŽŝƐƚƵƌĞ й ϭϴ ϭϵ ϭϭ ϭ͘Ϭ ϳϮϰϲϬϳϴ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ

WĂŐĞϰŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 51 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ WdZK>hD,zZKZKE^;DͿ s>ĂďƐ/ W:ϲϭϲ W:ϲϭϳ W:ϲϭϴ ϮϬϮϭͬϬϯͬϭϮ ϮϬϮϭͬϬϯͬϭϮ ϮϬϮϭͬϬϯͬϭϮ ^ĂŵƉůŝŶŐĂƚĞ ϭϯ͗ϬϬ ϭϬ͗ϭϱ Ϭϵ͗ϯϱ KEƵŵďĞƌ ŶĂ ŶĂ ŶĂ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϭϮϬϯϮϭd,ϬϬϮͲϬϬ͘ϲ ^d>^ϭϮϬϯϮϭd,ϬϬϯͲϬϬ͘ϲ ^d>^ϭϮϬϯϮϭd,ϬϬϰͲϬϬ͘ϲ Z> YĂƚĐŚ dyΘ&ϭ,ǇĚƌŽĐĂƌďŽŶƐ &ϭ;ϲͲϭϬͿ ƵŐͬŐ ϱϱ фϭϬ фϭϬ фϭϬ ϭϬ ϳϮϰϲϭϬϯ &ϭ;ϲͲϭϬͿͲdy ƵŐͬŐ ϱϱ фϭϬ фϭϬ фϭϬ ϭϬ ϳϮϰϲϭϬϯ &ϮͲ&ϰ,ǇĚƌŽĐĂƌďŽŶƐ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϮϯϬ ϮϬ фϭϬ фϭϬ ϭϬ ϳϮϰϱϵϵϮ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϭϳϬϬ ϱϳϬ фϱϬ фϱϬ ϱϬ ϳϮϰϱϵϵϮ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϯϯϬϬ фϱϬ фϱϬ фϱϬ ϱϬ ϳϮϰϱϵϵϮ ZĞĂĐŚĞĚĂƐĞůŝŶĞĂƚϱϬ ƵŐͬŐ Ͳ zĞƐ zĞƐ zĞƐ ϳϮϰϱϵϵϮ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϵϵ ϭϬϬ ϵϵ ϳϮϰϲϭϬϯ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϵϱ ϵϮ ϵϯ ϳϮϰϲϭϬϯ ϭϬͲŽͲyǇůĞŶĞ й Ͳ ϴϱ ϴϴ ϵϬ ϳϮϰϲϭϬϯ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ й Ͳ ϭϭϬ ϭϭϬ ϭϬϵ ϳϮϰϲϭϬϯ ŽͲdĞƌƉŚĞŶǇů й Ͳ ϵϬ ϵϭ ϵϮ ϳϮϰϱϵϵϮ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

WĂŐĞϱŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 52 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ WdZK>hD,zZKZKE^;DͿ s>ĂďƐ/ W:ϲϭϵ W:ϲϮϬ ϮϬϮϭͬϬϯͬϭϮ ^ĂŵƉůŝŶŐĂƚĞ ϮϬϮϭͬϬϯͬϭϮ ϭϭ͗ϱϱ KEƵŵďĞƌ ŶĂ ŶĂ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϭϮϬϯϮϭd,ϬϬϱͲϬϬ͘ϲ hWϭ Z> YĂƚĐŚ dyΘ&ϭ,ǇĚƌŽĐĂƌďŽŶƐ &ϭ;ϲͲϭϬͿ ƵŐͬŐ ϱϱ фϭϬ фϭϬ ϭϬ ϳϮϰϲϭϬϯ &ϭ;ϲͲϭϬͿͲdy ƵŐͬŐ ϱϱ фϭϬ фϭϬ ϭϬ ϳϮϰϲϭϬϯ &ϮͲ&ϰ,ǇĚƌŽĐĂƌďŽŶƐ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϮϯϬ фϭϬ фϭϬ ϭϬ ϳϮϰϱϵϵϮ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϭϳϬϬ ϮϱϬ фϱϬ ϱϬ ϳϮϰϱϵϵϮ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϯϯϬϬ фϱϬ фϱϬ ϱϬ ϳϮϰϱϵϵϮ ZĞĂĐŚĞĚĂƐĞůŝŶĞĂƚϱϬ ƵŐͬŐ Ͳ zĞƐ zĞƐ ϳϮϰϱϵϵϮ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϵϴ ϵϵ ϳϮϰϲϭϬϯ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϵϰ ϵϯ ϳϮϰϲϭϬϯ ϭϬͲŽͲyǇůĞŶĞ й Ͳ ϴϵ ϴϱ ϳϮϰϲϭϬϯ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ й Ͳ ϭϭϰ ϭϭϭ ϳϮϰϲϭϬϯ ŽͲdĞƌƉŚĞŶǇů й Ͳ ϵϯ ϵϬ ϳϮϰϱϵϵϮ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

WĂŐĞϲŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 53 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗

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WĂĐŬĂŐĞϭ ϰ͘ϬΣ

&ϭdyĂŶĂůǇƐŝƐ͗^ŽŝůǁĞŝŐŚƚĞǆĐĞĞĚƐƚŚĞƉƌŽƚŽĐŽůƐƉĞĐŝĨŝĐĂƚŝŽŶŽĨĂƉƉƌŽǆŝŵĂƚĞůǇϱŐŝŶƚŚĞĨŝĞůĚƉƌĞƐĞƌǀĞĚǀŝĂů͘ĚĚŝƚŝŽŶĂůŵĞƚŚĂŶŽůǁĂƐĂĚĚĞĚƚŽƚŚĞ ǀŝĂůƚŽĞŶƐƵƌĞĞǆƚƌĂĐƚŝŽŶĞĨĨŝĐŝĞŶĐǇ

ZĞƉŽƌƚƌĞǀŝƐĞĚ΀ϮϬϮϭͬϬϰͬϬϲ΁͗Ɖ,ŝŶĐůƵĚĞĚ͘

ZĞƐƵůƚƐƌĞůĂƚĞŽŶůǇƚŽƚŚĞŝƚĞŵƐƚĞƐƚĞĚ͘

WĂŐĞϳŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 54 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ Yh>/dz^^hZEZWKZd tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗

DĂƚƌŝǆ^ƉŝŬĞ ^W/<>E< DĞƚŚŽĚůĂŶŬ ZW YĂƚĐŚ WĂƌĂŵĞƚĞƌ ĂƚĞ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ sĂůƵĞ hE/d^ sĂůƵĞ;йͿ Y>ŝŵŝƚƐ ϳϮϰϱϵϵϮ ŽͲdĞƌƉŚĞŶǇů ϮϬϮϭͬϬϯͬϭϱ ϵϳ ϲϬͲϭϯϬ ϵϭ ϲϬͲϭϯϬ ϵϲ й ϳϮϰϲϭϬϯ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϭϱ ϵϱ ϲϬͲϭϰϬ ϵϱ ϲϬͲϭϰϬ ϵϵ й ϳϮϰϲϭϬϯ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϭϱ ϭϬϯ ϲϬͲϭϰϬ ϭϬϰ ϲϬͲϭϰϬ ϵϰ й ϳϮϰϲϭϬϯ ϭϬͲŽͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϭϱ ϴϳ ϲϬͲϭϰϬ ϴϴ ϲϬͲϭϰϬ ϴϮ й ϳϮϰϲϭϬϯ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ ϮϬϮϭͬϬϯͬϭϱ ϭϬϲ ϲϬͲϭϰϬ ϭϬϲ ϲϬͲϭϰϬ ϭϭϬ й ϳϮϰϲϲϮϴ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů ϮϬϮϭͬϬϯͬϭϱ ϭϭϭ ϲϬͲϭϯϬ ϭϬϬ ϲϬͲϭϯϬ ϵϱ й ϳϮϰϱϵϵϮ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϭϱ ϭϭϬ ϱϬͲϭϯϬ ϵϵ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϰϱϵϵϮ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϭϱ E ϱϬͲϭϯϬ ϵϱ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ ϱϲ;ϭͿ ϯϬ ϳϮϰϱϵϵϮ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϭϱ ϭϬϰ ϱϬͲϭϯϬ ϵϰ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ E ϯϬ ϳϮϰϲϬϳϴ DŽŝƐƚƵƌĞ ϮϬϮϭͬϬϯͬϭϯ Ϭ͘ϳϴ ϮϬ ϳϮϰϲϭϬϯ &ϭ;ϲͲϭϬͿͲdy ϮϬϮϭͬϬϯͬϭϱ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϰϲϭϬϯ &ϭ;ϲͲϭϬͿ ϮϬϮϭͬϬϯͬϭϱ ϴϯ ϲϬͲϭϰϬ ϴϱ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϰϮ ϮϬϮϭͬϬϯͬϭϱ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϰϴ ϮϬϮϭͬϬϯͬϭϱ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϱϰ ϮϬϮϭͬϬϯͬϭϱ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϰϲϲϮϴ ƌŽĐůŽƌϭϮϲϬ ϮϬϮϭͬϬϯͬϭϱ ϭϯϱ;ϮͿ ϯϬͲϭϯϬ ϭϮϭ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϰϲϲϮϴ dŽƚĂůW ϮϬϮϭͬϬϯͬϭϱ ϭϯϱ;ϮͿ ϯϬͲϭϯϬ ϭϮϭ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ EϱϬ ϳϮϴϯϮϬϭ ǀĂŝůĂďůĞ;ĂůϮͿƉ, ϮϬϮϭͬϬϰͬϬϲ ϭϬϭ ϵϳͲϭϬϯ ϭ͘ϱ Eͬ EͬсEŽƚƉƉůŝĐĂďůĞ ƵƉůŝĐĂƚĞ͗WĂŝƌĞĚĂŶĂůǇƐŝƐŽĨĂƐĞƉĂƌĂƚĞƉŽƌƚŝŽŶŽĨƚŚĞƐĂŵĞƐĂŵƉůĞ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƚŚĞǀĂƌŝĂŶĐĞŝŶƚŚĞŵĞĂƐƵƌĞŵĞŶƚ͘ DĂƚƌŝǆ^ƉŝŬĞ͗ƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞŽĨŝŶƚĞƌĞƐƚŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƐĂŵƉůĞŵĂƚƌŝǆŝŶƚĞƌĨĞƌĞŶĐĞ͘ ^ƉŝŬĞĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞ͕ƵƐƵĂůůǇĨƌŽŵĂƐĞĐŽŶĚƐŽƵƌĐĞ͕ŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞŵĞƚŚŽĚĂĐĐƵƌĂĐǇ͘ DĞƚŚŽĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆĐŽŶƚĂŝŶŝŶŐĂůůƌĞĂŐĞŶƚƐƵƐĞĚŝŶƚŚĞĂŶĂůǇƚŝĐĂůƉƌŽĐĞĚƵƌĞ͘hƐĞĚƚŽŝĚĞŶƚŝĨǇůĂďŽƌĂƚŽƌǇĐŽŶƚĂŵŝŶĂƚŝŽŶ͘ ^ƵƌƌŽŐĂƚĞ͗ƉƵƌĞŽƌŝƐŽƚŽƉŝĐĂůůǇůĂďĞůĞĚĐŽŵƉŽƵŶĚǁŚŽƐĞďĞŚĂǀŝŽƌŵŝƌƌŽƌƐƚŚĞĂŶĂůǇƚĞƐŽĨŝŶƚĞƌĞƐƚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞĞǆƚƌĂĐƚŝŽŶĞĨĨŝĐŝĞŶĐǇ͘ E;DĂƚƌŝǆ^ƉŝŬĞͿ͗dŚĞƌĞĐŽǀĞƌǇŝŶƚŚĞŵĂƚƌŝǆƐƉŝŬĞǁĂƐŶŽƚĐĂůĐƵůĂƚĞĚ͘dŚĞƌĞůĂƚŝǀĞĚŝĨĨĞƌĞŶĐĞďĞƚǁĞĞŶƚŚĞĐŽŶĐĞŶƚƌĂƚŝŽŶŝŶƚŚĞƉĂƌĞŶƚƐĂŵƉůĞĂŶĚƚŚĞƐƉŝŬĞĂŵŽƵŶƚǁĂƐƚŽŽƐŵĂůůƚŽƉĞƌŵŝƚĂƌĞůŝĂďůĞ ƌĞĐŽǀĞƌǇĐĂůĐƵůĂƚŝŽŶ;ŵĂƚƌŝǆƐƉŝŬĞĐŽŶĐĞŶƚƌĂƚŝŽŶǁĂƐůĞƐƐƚŚĂŶƚŚĞŶĂƚŝǀĞƐĂŵƉůĞĐŽŶĐĞŶƚƌĂƚŝŽŶͿ E;ƵƉůŝĐĂƚĞZWͿ͗dŚĞĚƵƉůŝĐĂƚĞZWǁĂƐŶŽƚĐĂůĐƵůĂƚĞĚ͘dŚĞĐŽŶĐĞŶƚƌĂƚŝŽŶŝŶƚŚĞƐĂŵƉůĞĂŶĚͬŽƌĚƵƉůŝĐĂƚĞǁĂƐƚŽŽůŽǁƚŽƉĞƌŵŝƚĂƌĞůŝĂďůĞZWĐĂůĐƵůĂƚŝŽŶ;ĂďƐŽůƵƚĞĚŝĨĨĞƌĞŶĐĞфсϮǆZ>Ϳ͘ ;ϭͿƵƉůŝĐĂƚĞƌĞƐƵůƚƐĞǆĐĞĞĚĞĚZWĂĐĐĞƉƚĂŶĐĞĐƌŝƚĞƌŝĂĨŽƌĨůĂŐŐĞĚĂŶĂůǇƚĞƐ͘dŚĞƐĂŵƉůĞǁĂƐƌĞĂŶĂůǇǌĞĚǁŝƚŚƚŚĞƐĂŵĞƌĞƐƵůƚƐ͘dŚŝƐŝƐůŝŬĞůǇĚƵĞƚŽƐĂŵƉůĞŚĞƚĞƌŽŐĞŶĞŝƚǇ͘ ;ϮͿDĂƚƌŝǆ^ƉŝŬĞĞǆĐĞĞĚƐĂĐĐĞƉƚĂŶĐĞůŝŵŝƚƐ͕ƐĂŵƉůĞŝŶŚŽŵŽŐĞŶĞŝƚǇƐƵƐƉĞĐƚĞĚ͘

WĂŐĞϴŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 55 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗ s>/d/KE^/'EdhZW'

dŚĞĂŶĂůǇƚŝĐĂůĚĂƚĂĂŶĚĂůůYĐŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚǁĞƌĞƌĞǀŝĞǁĞĚĂŶĚǀĂůŝĚĂƚĞĚďǇƚŚĞĨŽůůŽǁŝŶŐŝŶĚŝǀŝĚƵĂů;ƐͿ͘

ŶĂƐƚĂƐƐŝĂ,ĂŵĂŶŽǀ͕^ĐŝĞŶƚŝĨŝĐ^ƉĞĐŝĂůŝƐƚ

ǁĂWƌĂŶũŝĐ͕D͘^Đ͕͘͘ŚĞŵ͕^ĐŝĞŶƚŝĨŝĐ^ƉĞĐŝĂůŝƐƚ

WĂŐĞϵŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 56 of 71 WĂŐĞϭϬŽĨϭϭ

Page 57 of 71 s>ĂďƐ:Žďη͗ϭϲϳϮϯϯ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗

WĂŐĞϭϭŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ Page 58 of 71 zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ zŽƵƌWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌ͘K͘͘η͗ŶĂ ƚƚĞŶƚŝŽŶ͗tŽŽĚŶǀŝƌŽŶŵĞŶƚĂů tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨtŽŽĚ ĂŶĂĚĂ>ŝŵŝƚĞĚ ϱϬsŽŐĞůůZŽĂĚ hŶŝƚƐϯΘϰ ZŝĐŚŵŽŶĚ,ŝůů͕KE ĂŶĂĚĂ>ϰϯ<ϲ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ ZĞƉŽƌƚη͗ZϲϱϴϯϳϴϮ sĞƌƐŝŽŶ͗ϯͲZĞǀŝƐŝŽŶ

Zd/&/dK&E>z^/^ʹZs/^ZWKZd s>^:Kη͗ϭϳϳϭϮϱ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϮϯ͕Ϭϵ͗ϬϬ ^ĂŵƉůĞDĂƚƌŝǆ͗^Žŝů η^ĂŵƉůĞƐZĞĐĞŝǀĞĚ͗ϭ ĂƚĞ ĂƚĞ ŶĂůǇƐĞƐ YƵĂŶƚŝƚǇ ǆƚƌĂĐƚĞĚ ŶĂůǇǌĞĚ >ĂďŽƌĂƚŽƌǇDĞƚŚŽĚ ŶĂůǇƚŝĐĂůDĞƚŚŽĚ WĞƚƌŽůĞƵŵ,ǇĚƌŽ͘D&ϭΘdyŝŶ^Žŝů;ϭ͕ϮͿ ϭ Eͬ ϮϬϮϭͬϬϯͬϮϱ D^KWͲϬϬϯϭϱ DW,Ͳt^ŵ WĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐ&ϮͲ&ϰŝŶ^Žŝů;ϭ͕ϯͿ ϭ ϮϬϮϭͬϬϯͬϮϱ ϮϬϮϭͬϬϯͬϮϲ D^KWͲϬϬϯϭϲ Dt^ŵ DŽŝƐƚƵƌĞ;ϭͿ ϭ Eͬ ϮϬϮϭͬϬϯͬϮϱ D^KWͲϬϬϰϰϱ ĂƌƚĞƌϮŶĚĞĚϱϭ͘Ϯŵ WŽůǇĐŚůŽƌŝŶĂƚĞĚŝƉŚĞŶǇůŝŶ^Žŝů;ϭͿ ϭ ϮϬϮϭͬϬϯͬϮϱ ϮϬϮϭͬϬϯͬϮϲ D^KWͲϬϬϯϬϵ WϴϬϴϮŵ Ɖ,ĂůϮydZd;ϭͿ ϭ ϮϬϮϭͬϬϰͬϬϲ ϮϬϮϭͬϬϰͬϬϲ D^KWͲϬϬϰϭϯ WϵϬϰϱŵ

^ŽůŝĚ ƐĂŵƉůĞ ƌĞƐƵůƚƐ͕ ĞǆĐĞƉƚ ďŝŽƚĂ͕ ĂƌĞ ďĂƐĞĚ ŽŶ ĚƌǇ ǁĞŝŐŚƚ ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞ ŝŶĚŝĐĂƚĞĚ͘ KƌŐĂŶŝĐ ĂŶĂůǇƐĞƐ ĂƌĞ ŶŽƚ ƌĞĐŽǀĞƌǇ ĐŽƌƌĞĐƚĞĚ ĞǆĐĞƉƚ ĨŽƌ ŝƐŽƚŽƉĞ ĚŝůƵƚŝŽŶ ŵĞƚŚŽĚƐ͘ ZĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ tŚĞŶ ƐĂŵƉůŝŶŐ ŝƐ ŶŽƚ ĐŽŶĚƵĐƚĞĚ ďǇ ƵƌĞĂƵ sĞƌŝƚĂƐ͕ ƌĞƐƵůƚƐ ƌĞůĂƚĞ ƚŽ ƚŚĞ ƐƵƉƉůŝĞĚ ƐĂŵƉůĞƐ ƚĞƐƚĞĚ͘ dŚŝƐ ĞƌƚŝĨŝĐĂƚĞ ƐŚĂůů ŶŽƚ ďĞ ƌĞƉƌŽĚƵĐĞĚ ĞǆĐĞƉƚ ŝŶ ĨƵůů͕ ǁŝƚŚŽƵƚ ƚŚĞ ǁƌŝƚƚĞŶ ĂƉƉƌŽǀĂů ŽĨ ƚŚĞ ůĂďŽƌĂƚŽƌǇ͘ ZĞĨĞƌĞŶĐĞDĞƚŚŽĚƐƵĨĨŝǆ͞ŵ͟ŝŶĚŝĐĂƚĞƐƚĞƐƚŵĞƚŚŽĚƐŝŶĐŽƌƉŽƌĂƚĞǀĂůŝĚĂƚĞĚŵŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵƐƉĞĐŝĨŝĐƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚƐƚŽŝŵƉƌŽǀĞƉĞƌĨŽƌŵĂŶĐĞ͘ Ύ ZWƐ ĐĂůĐƵůĂƚĞĚ ƵƐŝŶŐ ƌĂǁ ĚĂƚĂ͘ dŚĞ ƌŽƵŶĚŝŶŐ ŽĨ ĨŝŶĂů ƌĞƐƵůƚƐ ŵĂǇ ƌĞƐƵůƚ ŝŶ ƚŚĞ ĂƉƉĂƌĞŶƚ ĚŝĨĨĞƌĞŶĐĞ͘ ;ϭͿdŚŝƐƚĞƐƚǁĂƐƉĞƌĨŽƌŵĞĚďǇƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐDŝƐƐŝƐƐĂƵŐĂ ;ϮͿEŽůĂďĞǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐŐŝǀĞŶĨŽƌ&ϭdyΘsKƐĂŵƉůĞƐƚŚĂƚĂƌĞĨŝĞůĚƉƌĞƐĞƌǀĞĚǁŝƚŚŵĞƚŚĂŶŽů͘ǆƚƌĂĐƚŝŽŶĚĂƚĞŝƐƚŚĞĚĂƚĞƐĂŵƉůĞĚƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚ͘ ;ϯͿůůDW,ƌĞƐƵůƚƐŵĞƚƌĞƋƵŝƌĞĚĐƌŝƚĞƌŝĂƵŶůĞƐƐŽƚŚĞƌǁŝƐĞƐƚĂƚĞĚŝŶƚŚĞƌĞƉŽƌƚ͘dŚĞt^W,ŵĞƚŚŽĚƐĞŵƉůŽǇĞĚďǇƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐĐŽŶĨŽƌŵƚŽĂůůƉƌĞƐĐƌŝďĞĚ ĞůĞŵĞŶƚƐŽĨƚŚĞƌĞĨĞƌĞŶĐĞŵĞƚŚŽĚĂŶĚƉĞƌĨŽƌŵĂŶĐĞďĂƐĞĚĞůĞŵĞŶƚƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚ͘ůůŵŽĚŝĨŝĐĂƚŝŽŶƐŚĂǀĞďĞĞŶǀĂůŝĚĂƚĞĚĂŶĚƉƌŽǀĞŶĞƋƵŝǀĂůĞŶƚĨŽůůŽǁŝŶŐ͞ůďĞƌƚĂ ŶǀŝƌŽŶŵĞŶƚ͛Ɛ/ŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲtŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůsĂůŝĚĂƚŝŽŶŽĨWĞƌĨŽƌŵĂŶĐĞͲĂƐĞĚůƚĞƌŶĂƚŝǀĞDĞƚŚŽĚƐ ^ĞƉƚĞŵďĞƌϮϬϬϯ͘͟ŽĐƵŵĞŶƚĂƚŝŽŶŝƐĂǀĂŝůĂďůĞƵƉŽŶƌĞƋƵĞƐƚ͘DŽĚŝĨŝĐĂƚŝŽŶƐĨƌŽŵZĞĨĞƌĞŶĐĞDĞƚŚŽĚĨŽƌƚŚĞĂŶĂĚĂͲǁŝĚĞ^ƚĂŶĚĂƌĚĨŽƌWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐŝŶ^ŽŝůͲdŝĞƌϭ

WĂŐĞϭŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 59 of 71 zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ zŽƵƌWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌ͘K͘͘η͗ŶĂ ƚƚĞŶƚŝŽŶ͗tŽŽĚŶǀŝƌŽŶŵĞŶƚĂů tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨtŽŽĚ ĂŶĂĚĂ>ŝŵŝƚĞĚ ϱϬsŽŐĞůůZŽĂĚ hŶŝƚƐϯΘϰ ZŝĐŚŵŽŶĚ,ŝůů͕KE ĂŶĂĚĂ>ϰϯ<ϲ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ ZĞƉŽƌƚη͗ZϲϱϴϯϳϴϮ sĞƌƐŝŽŶ͗ϯͲZĞǀŝƐŝŽŶ

Zd/&/dK&E>z^/^ʹZs/^ZWKZd s>^:Kη͗ϭϳϳϭϮϱ ZĞĐĞŝǀĞĚ͗ϮϬϮϭͬϬϯͬϮϯ͕Ϭϵ͗ϬϬ DĞƚŚŽĚ͗&Ϯͬ&ϯͬ&ϰĚĂƚĂƌĞƉŽƌƚĞĚƵƐŝŶŐǀĂůŝĚĂƚĞĚĐŽůĚƐŽůǀĞŶƚĞǆƚƌĂĐƚŝŽŶŝŶƐƚĞĂĚŽĨ^ŽǆŚůĞƚĞǆƚƌĂĐƚŝŽŶ͘

Patricia Legette Project Manager ŶĐƌǇƉƚŝŽŶ<ĞǇ 06 Apr 2021 17:23:50

WůĞĂƐĞĚŝƌĞĐƚĂůůƋƵĞƐƚŝŽŶƐƌĞŐĂƌĚŝŶŐƚŚŝƐĞƌƚŝĨŝĐĂƚĞŽĨŶĂůǇƐŝƐƚŽǇŽƵƌWƌŽũĞĐƚDĂŶĂŐĞƌ͘ ^ĂƌĂ^ŝŶŐŚ͕͘^Đ͕^ĞŶŝŽƌWƌŽũĞĐƚDĂŶĂŐĞƌ ŵĂŝů͗^ĂƌĂ͘^ŝŶŐŚΛďƵƌĞĂƵǀĞƌŝƚĂƐ͘ĐŽŵ WŚŽŶĞη;ϵϬϱͿϴϭϳͲϱϴϮϳ сссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссссс s>ĂďƐŚĂƐƉƌŽĐĞĚƵƌĞƐŝŶƉůĂĐĞƚŽŐƵĂƌĚĂŐĂŝŶƐƚŝŵƉƌŽƉĞƌƵƐĞŽĨƚŚĞĞůĞĐƚƌŽŶŝĐƐŝŐŶĂƚƵƌĞĂŶĚŚĂǀĞƚŚĞƌĞƋƵŝƌĞĚΗƐŝŐŶĂƚŽƌŝĞƐΗ͕ĂƐƉĞƌ/^Kͬ/ϭϳϬϮϱ͕ƐŝŐŶŝŶŐƚŚĞƌĞƉŽƌƚƐ͘&Žƌ ^ĞƌǀŝĐĞ'ƌŽƵƉƐƉĞĐŝĨŝĐǀĂůŝĚĂƚŝŽŶƉůĞĂƐĞƌĞĨĞƌƚŽƚŚĞsĂůŝĚĂƚŝŽŶ^ŝŐŶĂƚƵƌĞWĂŐĞ͘

Page 60 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt K͘Z'ϭϱϯW^;^K/>Ϳ s>ĂďƐ/ WEϮϭϴ ϮϬϮϭͬϬϯͬϮϮ ^ĂŵƉůŝŶŐĂƚĞ ϭϭ͗ϯϴ KEƵŵďĞƌ ŶĂ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϮϮϬϯϮϭd,ϬϬϮͲϬϯ͘ϳ Z> YĂƚĐŚ WƐ ƌŽĐůŽƌϭϮϰϮ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϳϲϵϵ ƌŽĐůŽƌϭϮϰϴ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϳϲϵϵ ƌŽĐůŽƌϭϮϱϰ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϳϲϵϵ ƌŽĐůŽƌϭϮϲϬ ƵŐͬŐ Ͳ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϳϲϵϵ dŽƚĂůW ƵŐͬŐ ϭ͘ϭ фϬ͘ϬϭϬ Ϭ͘ϬϭϬ ϳϮϲϳϲϵϵ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů й Ͳ ϵϯ ϳϮϲϳϲϵϵ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

WĂŐĞϯŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 61 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt K͘Z'ϭϱϯW,^͕dyͬ&ϭͲ&ϰ;^K/>Ϳ s>ĂďƐ/ WEϮϭϴ ϮϬϮϭͬϬϯͬϮϮ ^ĂŵƉůŝŶŐĂƚĞ ϭϭ͗ϯϴ KEƵŵďĞƌ ŶĂ hE/d^ ƌŝƚĞƌŝĂ ^d>^ϮϮϬϯϮϭd,ϬϬϮͲϬϯ͘ϳ Z> YĂƚĐŚ /ŶŽƌŐĂŶŝĐƐ DŽŝƐƚƵƌĞ й Ͳ ϳ͘ϴ ϭ͘Ϭ ϳϮϲϲϮϭϬ dyΘ&ϭ,ǇĚƌŽĐĂƌďŽŶƐ ĞŶǌĞŶĞ ƵŐͬŐ Ϭ͘ϯϮ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϲϴϲϬ dŽůƵĞŶĞ ƵŐͬŐ ϲ͘ϰ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϲϴϲϬ ƚŚǇůďĞŶǌĞŶĞ ƵŐͬŐ ϭ͘ϭ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϲϴϲϬ ŽͲyǇůĞŶĞ ƵŐͬŐ Ͳ фϬ͘ϬϮϬ Ϭ͘ϬϮϬ ϳϮϲϲϴϲϬ ƉнŵͲyǇůĞŶĞ ƵŐͬŐ Ͳ фϬ͘ϬϰϬ Ϭ͘ϬϰϬ ϳϮϲϲϴϲϬ dŽƚĂůyǇůĞŶĞƐ ƵŐͬŐ Ϯϲ фϬ͘ϬϰϬ Ϭ͘ϬϰϬ ϳϮϲϲϴϲϬ &ϭ;ϲͲϭϬͿ ƵŐͬŐ ϱϱ фϭϬ ϭϬ ϳϮϲϲϴϲϬ &ϭ;ϲͲϭϬͿͲdy ƵŐͬŐ ϱϱ фϭϬ ϭϬ ϳϮϲϲϴϲϬ &ϮͲ&ϰ,ǇĚƌŽĐĂƌďŽŶƐ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϮϯϬ фϭϬ ϭϬ ϳϮϲϲϵϭϵ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϭϳϬϬ фϱϬ ϱϬ ϳϮϲϲϵϭϵ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ƵŐͬŐ ϯϯϬϬ фϱϬ ϱϬ ϳϮϲϲϵϭϵ ZĞĂĐŚĞĚĂƐĞůŝŶĞĂƚϱϬ ƵŐͬŐ Ͳ zĞƐ ϳϮϲϲϵϭϵ ^ƵƌƌŽŐĂƚĞZĞĐŽǀĞƌǇ;йͿ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϭϬϵ ϳϮϲϲϴϲϬ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ й Ͳ ϵϳ ϳϮϲϲϴϲϬ ϭϬͲŽͲyǇůĞŶĞ й Ͳ ϵϱ ϳϮϲϲϴϲϬ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ й Ͳ ϭϬϮ ϳϮϲϲϴϲϬ ŽͲdĞƌƉŚĞŶǇů й Ͳ ϵϵ ϳϮϲϲϵϭϵ EŽ&ŝůů EŽǆĐĞĞĚĂŶĐĞ 'ƌĞǇ ǆĐĞĞĚƐϭĐƌŝƚĞƌŝĂƉŽůŝĐǇͬůĞǀĞů ůĂĐŬ ǆĐĞĞĚƐďŽƚŚĐƌŝƚĞƌŝĂͬůĞǀĞůƐ Z>сZĞƉŽƌƚĂďůĞĞƚĞĐƚŝŽŶ>ŝŵŝƚ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ ƌŝƚĞƌŝĂ͗KŶƚĂƌŝŽZĞŐ͘ϭϱϯͬϬϰ;ŵĞŶĚĞĚƉƌŝůϭϱ͕ϮϬϭϭͿ dĂďůĞϮ͗&ƵůůĞƉƚŚ'ĞŶĞƌŝĐ^ŝƚĞŽŶĚŝƚŝŽŶ^ƚĂŶĚĂƌĚƐŝŶĂWŽƚĂďůĞ'ƌŽƵŶĚtĂƚĞƌŽŶĚŝƚŝŽŶ ^ŽŝůͲ/ŶĚƵƐƚƌŝĂůͬŽŵŵĞƌĐŝĂůͬŽŵŵƵŶŝƚǇWƌŽƉĞƌƚǇhƐĞͲŽĂƌƐĞdĞǆƚƵƌĞĚ^Žŝů

WĂŐĞϰŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 62 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt Z^h>d^K&E>z^^K&^K/> s>ĂďƐ/ WEϮϭϴ ϮϬϮϭͬϬϯͬϮϮ ^ĂŵƉůŝŶŐĂƚĞ ϭϭ͗ϯϴ KEƵŵďĞƌ ŶĂ hE/d^ ^d>^ϮϮϬϯϮϭd,ϬϬϮͲϬϯ͘ϳ YĂƚĐŚ /ŶŽƌŐĂŶŝĐƐ ǀĂŝůĂďůĞ;ĂůϮͿƉ, Ɖ, ϳ͘ϴϵ ϳϮϴϯϮϬϭ YĂƚĐŚсYƵĂůŝƚǇŽŶƚƌŽůĂƚĐŚ

WĂŐĞϱŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 63 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

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ZĞƉŽƌƚƌĞǀŝƐĞĚ΀ϮϬϮϭͬϬϰͬϬϲ΁͗Ɖ,ŝŶĐůƵĚĞĚ͘

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ZĞƐƵůƚƐƌĞůĂƚĞŽŶůǇƚŽƚŚĞŝƚĞŵƐƚĞƐƚĞĚ͘

WĂŐĞϲŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 64 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ Yh>/dz^^hZEZWKZd tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

DĂƚƌŝǆ^ƉŝŬĞ ^W/<>E< DĞƚŚŽĚůĂŶŬ ZW YĂƚĐŚ WĂƌĂŵĞƚĞƌ ĂƚĞ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ sĂůƵĞ hE/d^ sĂůƵĞ;йͿ Y>ŝŵŝƚƐ ϳϮϲϲϴϲϬ ϭ͕ϰͲŝĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϭϬϲ ϲϬͲϭϰϬ ϭϬϰ ϲϬͲϭϰϬ ϭϬϳ й ϳϮϲϲϴϲϬ ϰͲƌŽŵŽĨůƵŽƌŽďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϭϬϯ ϲϬͲϭϰϬ ϭϬϲ ϲϬͲϭϰϬ ϭϬϭ й ϳϮϲϲϴϲϬ ϭϬͲŽͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϵϭ ϲϬͲϭϰϬ ϭϬϮ ϲϬͲϭϰϬ ϵϵ й ϳϮϲϲϴϲϬ ϰͲϭ͕ϮͲŝĐŚůŽƌŽĞƚŚĂŶĞ ϮϬϮϭͬϬϯͬϮϱ ϵϴ ϲϬͲϭϰϬ ϵϯ ϲϬͲϭϰϬ ϭϬϮ й ϳϮϲϲϵϭϵ ŽͲdĞƌƉŚĞŶǇů ϮϬϮϭͬϬϯͬϮϲ ϵϲ ϲϬͲϭϯϬ ϵϴ ϲϬͲϭϯϬ ϵϵ й ϳϮϲϳϲϵϵ ĞĐĂĐŚůŽƌŽďŝƉŚĞŶǇů ϮϬϮϭͬϬϯͬϮϲ ϵϮ ϲϬͲϭϯϬ ϵϭ ϲϬͲϭϯϬ ϵϲ й ϳϮϲϲϮϭϬ DŽŝƐƚƵƌĞ ϮϬϮϭͬϬϯͬϮϱ ϵ͘Ϭ ϮϬ ϳϮϲϲϴϲϬ ĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϳϲ ϱϬͲϭϰϬ ϵϭ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϲϴϲϬ ƚŚǇůďĞŶǌĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϴϴ ϱϬͲϭϰϬ ϭϬϭ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϲϴϲϬ &ϭ;ϲͲϭϬͿͲdy ϮϬϮϭͬϬϯͬϮϱ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϲϲϴϲϬ &ϭ;ϲͲϭϬͿ ϮϬϮϭͬϬϯͬϮϱ ϲϴ ϲϬͲϭϰϬ ϴϮ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϲϲϴϲϬ ŽͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϴϴ ϱϬͲϭϰϬ ϵϴ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϲϴϲϬ ƉнŵͲyǇůĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϴϱ ϱϬͲϭϰϬ ϵϴ ϱϬͲϭϰϬ фϬ͘ϬϰϬ ƵŐͬŐ E ϱϬ ϳϮϲϲϴϲϬ dŽůƵĞŶĞ ϮϬϮϭͬϬϯͬϮϱ ϳϳ ϱϬͲϭϰϬ ϵϬ ϱϬͲϭϰϬ фϬ͘ϬϮϬ ƵŐͬŐ E ϱϬ ϳϮϲϲϴϲϬ dŽƚĂůyǇůĞŶĞƐ ϮϬϮϭͬϬϯͬϮϱ фϬ͘ϬϰϬ ƵŐͬŐ E ϱϬ ϳϮϲϲϵϭϵ &Ϯ;ϭϬͲϭϲ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϲ ϭϬϳ ϱϬͲϭϯϬ ϭϬϲ ϴϬͲϭϮϬ фϭϬ ƵŐͬŐ E ϯϬ ϳϮϲϲϵϭϵ &ϯ;ϭϲͲϯϰ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϲ ϭϬϵ ϱϬͲϭϯϬ ϭϬϲ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ E ϯϬ ϳϮϲϲϵϭϵ &ϰ;ϯϰͲϱϬ,ǇĚƌŽĐĂƌďŽŶƐͿ ϮϬϮϭͬϬϯͬϮϲ ϭϭϬ ϱϬͲϭϯϬ ϭϬϴ ϴϬͲϭϮϬ фϱϬ ƵŐͬŐ E ϯϬ ϳϮϲϳϲϵϵ ƌŽĐůŽƌϭϮϰϮ ϮϬϮϭͬϬϯͬϮϲ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϲϳϲϵϵ ƌŽĐůŽƌϭϮϰϴ ϮϬϮϭͬϬϯͬϮϲ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϲϳϲϵϵ ƌŽĐůŽƌϭϮϱϰ ϮϬϮϭͬϬϯͬϮϲ фϬ͘ϬϭϬ ƵŐͬŐ Ϯ͘ϱ ϱϬ ϳϮϲϳϲϵϵ ƌŽĐůŽƌϭϮϲϬ ϮϬϮϭͬϬϯͬϮϲ ϵϱ ϯϬͲϭϯϬ ϭϬϭ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ E ϱϬ ϳϮϲϳϲϵϵ dŽƚĂůW ϮϬϮϭͬϬϯͬϮϲ ϵϱ ϯϬͲϭϯϬ ϭϬϭ ϯϬͲϭϯϬ фϬ͘ϬϭϬ ƵŐͬŐ Ϯ͘ϱ ϱϬ

WĂŐĞϳŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 65 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ Yh>/dz^^hZEZWKZd;KEdΖͿ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

DĂƚƌŝǆ^ƉŝŬĞ ^W/<>E< DĞƚŚŽĚůĂŶŬ ZW YĂƚĐŚ WĂƌĂŵĞƚĞƌ ĂƚĞ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ йZĞĐŽǀĞƌǇ Y>ŝŵŝƚƐ sĂůƵĞ hE/d^ sĂůƵĞ;йͿ Y>ŝŵŝƚƐ ϳϮϴϯϮϬϭ ǀĂŝůĂďůĞ;ĂůϮͿƉ, ϮϬϮϭͬϬϰͬϬϲ ϭϬϭ ϵϳͲϭϬϯ ϭ͘ϱ Eͬ EͬсEŽƚƉƉůŝĐĂďůĞ ƵƉůŝĐĂƚĞ͗WĂŝƌĞĚĂŶĂůǇƐŝƐŽĨĂƐĞƉĂƌĂƚĞƉŽƌƚŝŽŶŽĨƚŚĞƐĂŵĞƐĂŵƉůĞ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƚŚĞǀĂƌŝĂŶĐĞŝŶƚŚĞŵĞĂƐƵƌĞŵĞŶƚ͘ DĂƚƌŝǆ^ƉŝŬĞ͗ƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞŽĨŝŶƚĞƌĞƐƚŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞƐĂŵƉůĞŵĂƚƌŝǆŝŶƚĞƌĨĞƌĞŶĐĞ͘ ^ƉŝŬĞĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆƐĂŵƉůĞƚŽǁŚŝĐŚĂŬŶŽǁŶĂŵŽƵŶƚŽĨƚŚĞĂŶĂůǇƚĞ͕ƵƐƵĂůůǇĨƌŽŵĂƐĞĐŽŶĚƐŽƵƌĐĞ͕ŚĂƐďĞĞŶĂĚĚĞĚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞŵĞƚŚŽĚĂĐĐƵƌĂĐǇ͘ DĞƚŚŽĚůĂŶŬ͗ďůĂŶŬŵĂƚƌŝǆĐŽŶƚĂŝŶŝŶŐĂůůƌĞĂŐĞŶƚƐƵƐĞĚŝŶƚŚĞĂŶĂůǇƚŝĐĂůƉƌŽĐĞĚƵƌĞ͘hƐĞĚƚŽŝĚĞŶƚŝĨǇůĂďŽƌĂƚŽƌǇĐŽŶƚĂŵŝŶĂƚŝŽŶ͘ ^ƵƌƌŽŐĂƚĞ͗ƉƵƌĞŽƌŝƐŽƚŽƉŝĐĂůůǇůĂďĞůĞĚĐŽŵƉŽƵŶĚǁŚŽƐĞďĞŚĂǀŝŽƌŵŝƌƌŽƌƐƚŚĞĂŶĂůǇƚĞƐŽĨŝŶƚĞƌĞƐƚ͘hƐĞĚƚŽĞǀĂůƵĂƚĞĞǆƚƌĂĐƚŝŽŶĞĨĨŝĐŝĞŶĐǇ͘ E;ƵƉůŝĐĂƚĞZWͿ͗dŚĞĚƵƉůŝĐĂƚĞZWǁĂƐŶŽƚĐĂůĐƵůĂƚĞĚ͘dŚĞĐŽŶĐĞŶƚƌĂƚŝŽŶŝŶƚŚĞƐĂŵƉůĞĂŶĚͬŽƌĚƵƉůŝĐĂƚĞǁĂƐƚŽŽůŽǁƚŽƉĞƌŵŝƚĂƌĞůŝĂďůĞZWĐĂůĐƵůĂƚŝŽŶ;ĂďƐŽůƵƚĞĚŝĨĨĞƌĞŶĐĞфсϮǆZ>Ϳ͘

WĂŐĞϴŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 66 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt s>/d/KE^/'EdhZW'

dŚĞĂŶĂůǇƚŝĐĂůĚĂƚĂĂŶĚĂůůYĐŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚǁĞƌĞƌĞǀŝĞǁĞĚĂŶĚǀĂůŝĚĂƚĞĚďǇƚŚĞĨŽůůŽǁŝŶŐŝŶĚŝǀŝĚƵĂů;ƐͿ͘

ŶĂƐƚĂƐƐŝĂ,ĂŵĂŶŽǀ͕^ĐŝĞŶƚŝĨŝĐ^ƉĞĐŝĂůŝƐƚ

WĂŐĞϵŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ

Page 67 of 71 WĂŐĞϭϬŽĨϭϭ

Page 68 of 71 s>ĂďƐ:Žďη͗ϭϳϳϭϮϱ tŽŽĚŶǀŝƌŽŶŵĞŶƚĂůΘ/ŶĨƌĂƐƚƌƵĐƚƵƌĞ^ŽůƵƚŝŽŶƐ͕ĂĚŝǀŝƐŽŶŽĨ ZĞƉŽƌƚĂƚĞ͗ϮϬϮϭͬϬϰͬϬϲ tŽŽĚĂŶĂĚĂ>ŝŵŝƚĞĚ ůŝĞŶƚWƌŽũĞĐƚη͗K^ZϯϮϭϬϭ ^ŝƚĞ>ŽĐĂƚŝŽŶ͗ ^d͘>tZEd^ zŽƵƌW͘K͘η͗ϰϱϬϬϱϵϳϴϰϭ ^ĂŵƉůĞƌ/ŶŝƚŝĂůƐ͗Zt

WĂŐĞϭϭŽĨϭϭ ƵƌĞĂƵsĞƌŝƚĂƐ>ĂďŽƌĂƚŽƌŝĞƐϭϬϬʹϯϲŶƚĂƌĞƐƌ͘EĞƉĞĂŶ͕KE͕<ϮϳtϱWŚŽŶĞ͗ϲϭϯͲϮϳϰͲϬϱϳϯtĞďƐŝƚĞ͗ǁǁǁ͘ďǀůĂďƐ͘ĐŽŵ Page 69 of 71 Appendix CC

Standard Limitations

Page 70 of 71 Limitations

1. The work performed in the preparation of this report and the conclusions presented are subject to the following: (a) The Terms and Conditions which form a part of our 1 January 2020 Professional Services Contract; (b) The Scope of Services; (c) Time and Budgetary limitations as described in our Contract; and, (d) The Limitations stated herein. 2. No other warranties or representations, either expressed or implied, are made as to the professional services provided under the terms of our Contract, or the conclusions presented. 3. The conclusions presented in this report were based, in part, on visual observations of the site and attendant structures. Our conclusions cannot and are not extended to include those portions of the site or structures which were not reasonably available, in Wood’s opinion, for direct observation. 4. The environmental conditions at the site were assessed, within the limitations set out above, having due regard for applicable environmental regulations as of the date of the inspection. A review of compliance by past owners or occupants of the site with any applicable local, provincial or federal by-laws, orders-in- council, legislative enactments and regulations was not performed. 5. The site history research included obtaining information from third parties and employees or agents of the owner. No attempt has been made to verify the accuracy of any information provided, unless specifically noted in our report. 6. Where testing was performed, it was carried out in accordance with the terms of our contract providing for testing. Other substances, or different quantities of substances testing for, may be present on site and may be revealed by different of other testing not provided for in our contract. 7. Because of the limitations referred to above, different environmental conditions from those stated in our report may exist. Should such different conditions be encountered, Wood must be notified in order that it may determine if modifications to the conclusions in the report are necessary. 8. The utilization of Wood’s services during the implementation of any remedial measures will allow Wood to observe compliance with the conclusions and recommendations contained in the report. Wood’s involvement will also allow for changes to be made as necessary to suit field conditions as they are encountered. 9. This report is for the sole use of the party to whom it is addressed unless expressly stated otherwise in the report or contract. Any use which any third party makes of the report, in whole or in part, or any reliance thereon, or decisions made based on any information of conclusions in the report, is the sole responsibility of such third party. Wood accepts no responsibility whatsoever for damages or loss of any nature or kind suffered by any such third party as a result of actions taken or not taken or decisions made in reliance on the report or anything set out therein. 10. This report is not to be given over to any third party for any purpose whatsoever without the written permission of Wood. 11. Provided that the report is still reliable, and less than 12 months old, Wood will issue a third-party reliance letter to parties client identifies in writing, upon payment of the then current fee for such letters. All third parties relying on Wood’s report, by such reliance agree to be bound by our proposal and Wood’s standard reliance letter. Wood’s standard reliance letter indicates that in no event shall Wood be liable for any damages, howsoever arising, relating to third-party reliance on Wood’s report. No reliance by any party is permitted without such agreement.

Page 71 of 71 Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 2 Page 1 of 3

1 CER INTERROGATORY #2 2 3 Reference: 4 Socio-economic Matters 5 Heritage Resources 6 i. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 7 TS, ESA, Table A-1: Circumstances and Interactions Requiring Detailed Biophysical 8 and Socio-Economic Information, page 2 to 8 (PDF page 33 to 39 of 70) [C12383-1]. 9 ii. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 10 TS Section 2.0 Effects Assessment and Mitigation, 2.2 Potential Effects and 11 Mitigation during Construction, Heritage Resources, page 23 of 29 (PDF page 54 of 12 70) [C12383-1]. 13 iii. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 14 TS, Appendix A: Interactions Table, pages 1 to 2 of 2 (PDF pages 6 to 62 of 70), 15 [C12383-1] 16 17 Preamble: 18 Reference: 19 i. is the table describing the biophysical and socio-economic elements and the 20 circumstances and interactions of the Project that require detailed information. This 21 table states that more detailed information is required regarding heritage resources 22 and Project activities including clearing of vegetation, grading, trenching, excavating 23 or drilling. 24 25 Reference: 26 ii. states that due to the belief that the existing transmission station site is considered 27 disturbed land and confers a low heritage resources and archaeological resources 28 potential, Hydro One does not intend to conduct an archaeological assessment project 29 work area [sic]. 30 31 Reference: 32 iii. is the interactions table which states there will be no interaction with heritage 33 resources and no heritage resources in the vicinity of the project will be impacted.

Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 2 Page 2 of 3

1 The Commission requires clarification regarding the Project activities to be carried out 2 by Hydro One. If there is to be ground disturbance, the Commission requires 3 additional information regarding heritage resources and the Ontario Heritage Act. 4 5 Interrogatory: 6 Provide the following: 7 a) If Project activities to be undertaken as part of construction include trenching, 8 excavation and soil disturbance, a description of how Hydro One’s approach to 9 heritage resources meets the provincial requirements in the Ontario Heritage Act, 10 including but not limited to: 11 12 a.1) how the Project qualifies under s.48(2) or s. 48(3) of the Ontario Heritage Act, 13 R.S.O. 1990, c. O.18. 14 15 b) A commitment that Hydro One will comply with all applicable provincial 16 requirements regarding heritage resources. 17 18 Response: 19 a) Hydro One is following the most recent Ontario Heritage Act archaeological potential 20 checklist and processes, as issued by the Ministry formerly known as the Ministry of 21 Tourism, Culture and Sport (“MTCS”), and is currently known as the Ministry of 22 Heritage, Sport Tourism Culture Industries (“MHSTCI”), that is designed to ensure 23 organizations remain compliant with the Ontario Heritage Act. Question #8: from the 24 archaeological potential checklist, as included as Attachment A to this Information 25 Request, specifically covers the subject. 26 27 Checklist Question #8: 28 Has the entire property (or project area) been subject to recent extensive and intensive 29 disturbance? 30 31 Hydro One Response to Questions #8: 32 Yes. St. Lawrence TS was constructed decades ago and subjected to major 33 construction ground disturbances when the station property was developed. The 34 ground was graded for topographical flatness with gravel usually poured on top for 35 the levelling process, before station transformers were installed and buildings erected. 36 All of the Hydro One station properties within fence lines are both intensively and 37 extensively disturbed and thus no further archaeological assessment will be required Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 2 Page 3 of 3

1 given any potential archaeological resources/remains would have long ago been 2 unearthed or destroyed. 3 4 b) Hydro One is committed to, and will comply with, all provincial requirements 5 regarding heritage resources. Filed: 2021-05-27 Print Form Clear Form L33P and L34P Ministry of Tourism, Exhibit I-01-02 Culture and Sport Attachment 1 Criteria for Evaluating Page 1 of 8 Programs & Services Branch Archaeological Potential 401 Bay Street, Suite 1700 A Checklist for the Non-Specialist Toronto ON M7A 0A7

The purpose of the checklist is to determine: • if a property(ies) or project area may contain archaeological resources i.e., have archaeological potential • it includes all areas that may be impacted by project activities, including – but not limited to: • the main project area • temporary storage • staging and working areas • temporary roads and detours Processes covered under this checklist, such as: • Planning Act • Environmental Assessment Act • Aggregates Resources Act • Ontario Heritage Act – Standards and Guidelines for Conservation of Provincial Heritage Properties Archaeological assessment If you are not sure how to answer one or more of the questions on the checklist, you may want to hire a licensed consultant archaeologist (see page 4 for definitions) to undertake an archaeological assessment. The assessment will help you: • identify, evaluate and protect archaeological resources on your property or project area • reduce potential delays and risks to your project Note: By law, archaeological assessments must be done by a licensed consultant archaeologist. Only a licensed archaeologist can assess – or alter – an archaeological site. What to do if you: • find an archaeological resource If you find something you think may be of archaeological value during project work, you must – by law – stop all activities immediately and contact a licensed consultant archaeologist The archaeologist will carry out the fieldwork in compliance with the Ontario Heritage Act [s.48(1)]. • unearth a burial site If you find a burial site containing human remains, you must immediately notify the appropriate authorities (i.e., police, coroner’s office, and/or Registrar of Cemeteries) and comply with the Funeral, Burial and Cremation Services Act. Other checklists Please use a separate checklist for your project, if: • you are seeking a Renewable Energy Approval under Ontario Regulation 359/09 – separate checklist • your Parent Class EA document has an approved screening criteria (as referenced in Question 1)

Please refer to the Instructions pages when completing this form.

0478E (2015/11) © Queen's Printer for Ontario, 2015 Disponible en français Page 1 of 8 Project or Property Name St. Lawrence Transformer Station Project or Property Location (upper and lower or single tier municipality) Cornwall, ON, St. Lawrence Proponent Name Hydro One Networks Inc. Proponent Contact Information [email protected] Screening Questions

Yes No 1. Is there a pre-approved screening checklist, methodology or process in place? ✔ If Yes, please follow the pre-approved screening checklist, methodology or process. If No, continue to Question 2. Yes No 2. Has an archaeological assessment been prepared for the property (or project area) and been accepted by ✔ MTCS? If Yes, do not complete the rest of the checklist. You are expected to follow the recommendations in the archaeological assessment report(s). The proponent, property owner and/or approval authority will: • summarize the previous assessment • add this checklist to the project file, with the appropriate documents that demonstrate an archaeological assessment was undertaken e.g., MTCS letter stating acceptance of archaeological assessment report The summary and appropriate documentation may be: • submitted as part of a report requirement e.g., environmental assessment document • maintained by the property owner, proponent or approval authority If No, continue to Question 3. Yes No 3. Are there known archaeological sites on or within 300 metres of the property (or the project area)? ✔ Yes No 4. Is there Aboriginal or local knowledge of archaeological sites on or within 300 metres of the property (or project ✔ area)?

Yes No 5. Is there Aboriginal knowledge or historically documented evidence of past Aboriginal use on or within 300 ✔ metres of the property (or project area)? Yes No 6. Is there a known burial site or cemetery on the property or adjacent to the property (or project area)? ✔ Yes No 7. Has the property (or project area) been recognized for its cultural heritage value? ✔ If Yes to any of the above questions (3 to 7), do not complete the checklist. Instead, you need to hire a licensed consultant archaeologist to undertake an archaeological assessment of your property or project area. If No, continue to question 8. Yes No 8. Has the entire property (or project area) been subjected to recent, extensive and intensive disturbance? ✔ If Yes to the preceding question, do not complete the checklist. Instead, please keep and maintain a summary of documentation that provides evidence of the recent disturbance. An archaeological assessment is not required. If No, continue to question 9.

0478E (2015/11) Page 2 of 8 Yes No 9. Are there present or past water sources within 300 metres of the property (or project area)? If Yes, an archaeological assessment is required. If No, continue to question 10. Yes No 10. Is there evidence of two or more of the following on the property (or project area)? • elevated topography • pockets of well-drained sandy soil • distinctive land formations • resource extraction areas • early historic settlement • early historic transportation routes If Yes, an archaeological assessment is required. If No, there is low potential for archaeological resources at the property (or project area). The proponent, property owner and/or approval authority will: • summarize the conclusion • add this checklist with the appropriate documentation to the project file The summary and appropriate documentation may be: • submitted as part of a report requirement e.g., under the Environmental Assessment Act, Planning Act processes • maintained by the property owner, proponent or approval authority

0478E (2015/11) Page 3 of 8 Instructions Please have the following available, when requesting information related to the screening questions below: • a clear map showing the location and boundary of the property or project area • large scale and small scale showing nearby township names for context purposes • the municipal addresses of all properties within the project area • the lot(s), concession(s), and parcel number(s) of all properties within a project area In this context, the following definitions apply: • consultant archaeologist means, as defined in Ontario regulation as an archaeologist who enters into an agreement with a client to carry out or supervise archaeological fieldwork on behalf of the client, produce reports for or on behalf of the client and provide technical advice to the client. In Ontario, these people also are required to hold a valid professional archaeological licence issued by the Ministry of Tourism, Culture and Sport. • proponent means a person, agency, group or organization that carries out or proposes to carry out an undertaking or is the owner or person having charge, management or control of an undertaking. 1. Is there a pre-approved screening checklist, methodology or process in place? An existing checklist, methodology or process may be already in place for identifying archaeological potential, including: • one prepared and adopted by the municipality e.g., archaeological management plan • an environmental assessment process e.g., screening checklist for municipal bridges • one that is approved by the Ministry of Tourism, Culture and Sport under the Ontario government‘s Standards & Guidelines for Conservation of Provincial Heritage Properties [s. B.2.] 2. Has an archaeological assessment been prepared for the property (or project area) and been accepted by MTCS? Respond ‘yes’ to this question, if all of the following are true: • an archaeological assessment report has been prepared and is in compliance with MTCS requirements • a letter has been sent by MTCS to the licensed archaeologist confirming that MTCS has added the report to the Ontario Public Register of Archaeological Reports (Register) • the report states that there are no concerns regarding impacts to archaeological sites Otherwise, if an assessment has been completed and deemed compliant by the MTCS, and the ministry recommends further archaeological assessment work, this work will need to be completed. For more information about archaeological assessments, contact: • approval authority • proponent • consultant archaeologist • Ministry of Tourism, Culture and Sport at [email protected] 3. Are there known archaeological sites on or within 300 metres of the property (or project area)? MTCS maintains a database of archaeological sites reported to the ministry. For more information, contact MTCS Archaeological Data Coordinator at [email protected]. 4. Is there Aboriginal or local knowledge of archaeological sites on or within 300 metres of the property? Check with: • Aboriginal communities in your area • local municipal staff They may have information about archaeological sites that are not included in MTCS’ database. Other sources of local knowledge may include: • property owner • local heritage organizations and historical societies • local museums • municipal heritage committee • published local histories

0478E (2015/11) Page 4 of 8

5. Is there Aboriginal knowledge or historically documented evidence of past Aboriginal use on or within 300 metres of the property (or property area)?

Check with: • Aboriginal communities in your area • local municipal staff Other sources of local knowledge may include: • property owner • local heritage organizations and historical societies • local museums • municipal heritage committee • published local histories 6. Is there a known burial site or cemetery on the property or adjacent to the property (or project area)? For more information on known cemeteries and/or burial sites, see: • Cemeteries Regulation Unit, Ontario Ministry of Consumer Services – for database of registered cemeteries • Ontario Genealogical Society (OGS) – to locate records of Ontario cemeteries, both currently and no longer in existence; cairns, family plots and burial registers • Canadian County Atlas Digital Project – to locate early cemeteries In this context, ‘adjacent’ means ‘contiguous’, or as otherwise defined in a municipal official plan. 7. Has the property (or project area) been recognized for its cultural heritage value? There is a strong chance there may be archaeological resources on your property (or immediate area) if it has been listed, designated or otherwise identified as being of cultural heritage value by: • your municipality • Ontario government • Canadian government This includes a property that is: • designated under Ontario Heritage Act (the OHA ), including: • individual designation (Part IV) • part of a heritage conservation district (Part V) • an archaeological site (Part VI) • subject to: • an agreement, covenant or easement entered into under the OHA (Parts II or IV) • a notice of intention to designate (Part IV) • a heritage conservation district study area by-law (Part V) of the OHA • listed on: • a municipal register or inventory of heritage properties • Ontario government’s list of provincial heritage properties • Federal government’s list of federal heritage buildings • part of a: • National Historic Site • UNESCO World Heritage Site • designated under: • Heritage Railway Station Protection Act • Heritage Lighthouse Protection Act • subject of a municipal, provincial or federal commemorative or interpretive plaque. To determine if your property or project area is covered by any of the above, see: • Part A of the MTCS Criteria for Evaluating Potential for Built Heritage and Cultural Heritage Landscapes 0478E (2015/11) Page 5 of 8

Part VI – Archaeological Sites Includes five sites designated by the Minister under Regulation 875 of the Revised Regulation of Ontario, 1990 (Archaeological Sites) and 3 marine archaeological sites prescribed under Ontario Regulation 11/06. For more information, check Regulation 875 and Ontario Regulation 11/06. 8. Has the entire property (or project area) been subjected to recent extensive and intensive ground disturbance? Recent: after-1960 Extensive: over all or most of the area Intensive: thorough or complete disturbance Examples of ground disturbance include: • quarrying • major landscaping – involving grading below topsoil • building footprints and associated construction area • where the building has deep foundations or a basement • infrastructure development such as: • sewer lines • gas lines • underground hydro lines • roads • any associated trenches, ditches, interchanges. Note: this applies only to the excavated part of the right-of-way; the remainder of the right-of-way or corridor may not have been impacted. A ground disturbance does not include: • agricultural cultivation • gardening • landscaping Site visits You can typically get this information from a site visit. In that case, please document your visit in the process (e.g., report) with: • photographs • maps • detailed descriptions If a disturbance isn’t clear from a site visit or other research, you need to hire a licensed consultant archaeologist to undertake an archaeological assessment. 9. Are there present or past water bodies within 300 metres of the property (or project area)? Water bodies are associated with past human occupations and use of the land. About 80-90% of archaeological sites are found within 300 metres of water bodies. Present • Water bodies: • primary - lakes, rivers, streams, creeks • secondary - springs, marshes, swamps and intermittent streams and creeks • accessible or inaccessible shoreline, for example: • high bluffs • swamps • marsh fields by the edge of a lake • sandbars stretching into marsh

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Water bodies not included: • man-made water bodies, for example: • temporary channels for surface drainage • rock chutes and spillways • temporarily ponded areas that are normally farmed • dugout ponds • artificial bodies of water intended for storage, treatment or recirculation of: • runoff from farm animal yards • manure storage facilities • sites and outdoor confinement areas Past Features indicating past water bodies: • raised sand or gravel beach ridges – can indicate glacial lake shorelines • clear dip in the land – can indicate an old river or stream • shorelines of drained lakes or marshes • cobble beaches You can get information about water bodies through: • a site visit • aerial photographs • 1:10,000 scale Ontario Base Maps - or equally detailed and scaled maps. 10. Is there evidence of two or more of the following on the property (or project area)? • elevated topography • pockets of well-drained sandy soil • distinctive land formations • resource extraction areas • early historic settlement • early historic transportation routes • Elevated topography Higher ground and elevated positions - surrounded by low or level topography - often indicate past settlement and land use. Features such as eskers, drumlins, sizeable knolls, plateaus next to lowlands, or other such features are a strong indication of archaeological potential. Find out if your property or project area has elevated topography, through: • site inspection • aerial photographs • topographical maps • Pockets of well-drained sandy soil, especially within areas of heavy soil or rocky ground Sandy, well-drained soil - in areas characterized by heavy soil or rocky ground - may indicate archaeological potential Find out if your property or project area has sandy soil through: • site inspection • soil survey reports

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• Distinctive land formations Distinctive land formations include – but are not limited to: • waterfalls • rock outcrops • rock faces • caverns • mounds, etc. They were often important to past inhabitants as special or sacred places. The following sites may be present – or close to – these formations: • burials • structures • offerings • rock paintings or carvings Find out if your property or project areas has a distinctive land formation through: • a site visit • aerial photographs • 1:10,000 scale Ontario Base Maps - or equally detailed and scaled maps. • Resource extraction areas The following resources were collected in these extraction areas: • food or medicinal plants e.g., migratory routes, spawning areas, prairie • scarce raw materials e.g., quartz, copper, ochre or outcrops of chert • resources associated with early historic industry e.g., fur trade, logging, prospecting, mining Aboriginal communities may hold traditional knowledge about their past use or resources in the area. • Early historic settlement Early Euro-Canadian settlement include – but are not limited to: • early military or pioneer settlement e.g., pioneer homesteads, isolated cabins, farmstead complexes • early wharf or dock complexes • pioneers churches and early cemeteries For more information, see below – under the early historic transportation routes. • Early historic transportation routes - such as trails, passes, roads, railways, portage routes, canals. For more information, see: • historical maps and/or historical atlases • for information on early settlement patterns such as trails (including Aboriginal trails), monuments, structures, fences, mills, historic roads, rail corridors, canals, etc. • Archives of Ontario holds a large collection of historical maps and historical atlases • digital versions of historic atlases are available on the Canadian County Atlas Digital Project • commemorative markers or plaques such as local, provincial or federal agencies • municipal heritage committee or other local heritage organizations • for information on early historic settlements or landscape features (e.g., fences, mill races, etc.) • for information on commemorative markers or plaques

0478E (2015/11) Page 8 of 8

Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 3 Page 1 of 2

1 CER INTERROGATORY #3 2 3 Reference: 4 Indigenous Consultation 5 i. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 6 TS, Appendix 2 Project Notification and Engagement – Indigenous Consultation, 3.0 7 Identification and Consultation with Indigenous Communities, page 3 of 8 (PDF page 8 22 of 70) [C12383-1]. 9 ii. Hydro One, Application to Perform Component Replacement Work at St. Lawrence 10 TS, Appendix 2 Project Notification and Engagement – Indigenous Consultation, 11 Indigenous Record of Consultation, page 8 of 8 (PDF page 26 of 70) [C12383-1]. 12 13 Preamble: 14 References i) and ii) state that a meeting was scheduled with Grand Chief Abram Benedict 15 of the Mohawk Nation at Akwesasne to discuss the Project on 20 April 2020. 16 17 Interrogatory: 18 Please provide the following: 19 a) An update regarding Hydro One’s engagement with the Mohawk Nation at Akwesasne. 20 b) An update regarding Hydro One’s engagement with other potentially affected 21 Indigenous communities since the Application was filed, including: 22 b.1) a summary of any concerns raised; 23 b.2) a description of how Hydro One has addressed, or will address, any concerns raised 24 to the extent possible; or 25 b.3) an explanation as to why no further action is required to address the concerns. 26 27 Response: 28 a) On April 20, 2021, Hydro One spoke with Grand Chief Benedict, who represents the 29 Mohawk Nation at Akwesasne, and provided Project specific information. Grand Chief 30 Benedict inquired about economic opportunities for his community regarding this 31 project. He is interested in finding out whom the contractors will be for the upcoming 32 project and whether there are potential contracting opportunities for his 33 community/members. Hydro One committed to making internal inquires and following 34 up with Grand Chief Benedict at a later date.

Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 3 Page 2 of 2

1 On May 25, 2021 Hydro One followed up with the Grand Chief Benedict via email and 2 provided the following information on the Project; Hydro One outlined that the St. 3 Lawrence Transformer Station replacement and upgrade project is primarily a like for 4 like replacement of failed bulk electric supply equipment that consist of highly complex 5 electrical components. This specialized high-voltage equipment is being replaced 6 within the existing station footprint and as a result, there will be very little, if any, 7 economic opportunities, given the work requires highly skilled Hydro One trained staff 8 expertise. 9 10 Hydro One is committed to continue to explore potential opportunities with Akwesasne 11 as the Project moves along and will follow up again when, and if, there is more 12 information to share. 13 14 Additionally, Hydro One requested information regarding a contact from the 15 community, whom can share a list of Akwesasne businesses to explore potential 16 opportunities. 17 18 b) To date there are no other updates to provide with regards to communications with any 19 other Indigenous Community since Hydro One’s IPL Application was filed with the 20 CER on April 14, 2021. 21 22 Hydro One is open to meeting any Indigenous community whom may have an interest 23 in the project as we move along in the process. 24 25 Details regarding Hydro One’s engagement and consultation philosophy and policies 26 can be found in Attachment 2 - Project Notification and Engagement – Indigenous 1 27 Consultation to Hydro One’s Project Application prefiled evidence .

1 Filed to the CER on April 14, 2021. Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 4 Page 1 of 2

1 CER INTERROGATORY #4 2 3 Reference: 4 Power Range and Power Transfer Capacity 5 Hydro One, Application to Perform Component Replacement Work at St. Lawrence TS, 6 Section 7, Reason for the Application, page 4 of 13 (PDF page 5 of 70) [C12383-1] 7 8 Preamble: 9 In the reference, Hydro States “Both replacement phase angle and voltage regulator units 10 (PSR33 and PSR34) will have the same capacity, that being 300 MVA, as the units being 11 replaced. However, the new units will have a wider angle regulating range, thereby 12 permitting power flow to be controlled over a greater range of system conditions. No 13 increase in line capacity will occur on IPLs L33P and L34P. The existing continuous line 14 rating is 335 MVA. 15 16 The Commission is seeking clarifications regarding power range and power transfer 17 capacity. 18 19 Interrogatory: 20 Please provide the following: 21 a) Total power transfer capacity of IPL L33P under both winter and summer conditions: 22 a.1) in export mode with and without the proposed replacements; and 23 a.2) in import mode with and without the proposed replacements. 24 25 b) Total power transfer capacity of IPL L34P under both winter and summer conditions: 26 b.1) in export mode with and without the proposed replacements; and 27 b.2) in import mode with and without the proposed replacements. 28 29 c) The maximum power range of IPL L33P with and without the proposed replacements. 30 d) The maximum power range of IPL L34P with and without the proposed replacements. 31 32 Response: 33 34 Preface: 35 Please note that IPL circuit L33P is currently out of service. It requires the replacement of 36 failed phase angle regulating transformer PS33 and its associated voltage regulating 37 transformer R33 to once again restore the IPL connection with NYPA on this circuit. As Filed: 2021-05-27 L33P and L34P Exhibit I Tab 1 Schedule 4 Page 2 of 2

1 such if the component is not replaced the current and future power transfer capacity and 2 range will be zero. 3 4 a) Notwithstanding the information provided in the Preface, above, regarding IPL circuit 5 L33P being currently out of service, the information Hydro One is providing below in 6 the category of operation classified as ‘without’ represent the status quo prior to the 7 equipment failure that resulted in IPL circuit L33P being removed from service. 8 9 The total power transfer capacity of IPL L33P under both winter and summer 10 conditions is as follows: 11 12 a.1) in export mode with and without the proposed replacements is: 13 - for summer: 840A (335MVA at 230kV) 14 - for winter: 1080A (430MVA at 230kV) 15 a.2) in import mode with and without the proposed replacements is: 16 - for summer: 840A (335MVA at 230kV) 17 - for winter: 1080A (430MVA at 230kV) 18 19 b) The total power transfer capacity of IPL L34P under both winter and summer 20 conditions is the same as for L33P as identified in our response to part a) above 21 22 c) The maximum power range of IPL L33P with and without the proposed replacements 23 does not change as it is limited by the line ratings as identified in our response to part 24 a) above. 25 26 d) The maximum power range of IPL L34P with and without the proposed replacements 27 does not change as it is limited by the line ratings identified in our response to part a) 28 above.