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04 29 2020 SpCouncil Agenda 2 The Township of Oro-Medonte Special Council Meeting Agenda Electronic Meeting Wednesday, April 29, 2020 10:00 a.m. - Open Session Effective Tuesday, March 17, 2020 at 8:30 a.m., all Township of Oro-Medonte facilities will be closed to the public until further notice. This includes the Township Administration Centre. We will continue to offer services online and over the telephone. The Township of Oro-Medonte is committed to providing and maintaining a working environment that is based on respect for the dignity and rights of everyone within the organization and for those individuals visiting our organization. The Township of Oro-Medonte supports and fosters an environment that is safe, welcoming and respectful for all residents, visitors, members of Council and staff. Page 1. Call to Order - Moment of Reflection: a) Notice: Due to the COVID-19 emergency for those members of the public streaming and watching this meeting online, Council is taking the necessary measures to limit in person meetings; as such, Members of Council are participating electronically and the meeting is being livestreamed. As the Township's Administration Centre is closed to the public, residents are given the option to watch and listen to the Council meeting livestream through the Township of Oro-Medonte website at www.oro-medonte.ca. Those unable to watch the livestream are encouraged to review the meeting at your convenience on the Township website within two weeks of the meeting date. Roll Call. 2. Adoption of Agenda: 6 - 8a) Motion to Adopt the Agenda. \[Addenda\] 3. By-Laws: 9 - 10a) 2020-050: A By-law to amend By-Law No. 2020-036 (A By-law to amend By- Law No. 2017-165 (Procedural By-law) to allow for Electronic Participation where a State of Emergency has been declared and By-Law 2017-165 (A Page 1 of 389 Council Meeting Agenda -April 29, 2020 By-law to Govern the Proceedings of Council and Committees/Technical Support Groups of Council in the Township of Oro-Medonte (Procedural By- law). 4. Disclosure of Pecuniary Interest: 5. Minutes of Council and Committees: 11 - 21 a) Minutes of Council meeting held on Wednesday, March 11, 2020. 22 - 25 b) Minutes of Special Council meeting held on Friday, March 13, 2020 meeting (1:00 p.m.). 26 - 30 c) Minutes of Special Council meeting held on Friday, March 13, 2020 (1:30 p.m.). 31 - 33 d) Minutes of Special Council meeting #1 held on Tuesday, March 24, 2020. 34 - 39 e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 2020. 40 - 46 f) Minutes of Special Council meeting held on Friday, April 3, 2020. 47 - 50 g) Minutes of Public meeting held on Tuesday, April 7, 2020. 6. Open Forum: Under normal circumstances, the Open Forum provides an opportunity for the public to provide verbal comments to Council, in Open Session, on matters scheduled on the current agenda; however, as noted in section 1. above, due to the COVID-19 emergency, the open forum shall be altered to accommodate written submissions from the public regarding agenda items. Department at agendacomment@oro-medonte.ca. up to one hour prior to the start of the Electronic Meeting, or as otherwise noted on the agenda. Submissions received by 3:00 p.m. the day prior to the meeting will be included in the amended agenda for adoption. Submissions received after 3:00 p.m. the day prior to the meeting and up to an hour prior to the meeting shall be read into the public record. Open Forum shall last no longer than 20 minutes; Each member of the public shall be required to identify in their written submission, the agenda item they are speaking to and provide their name and address, which may become part of the public record; A written submission shall be limited to 2 minutes per agenda item; No response shall be provided to any question posed during Open Forum; No discussion, debate or decisions will occur during Open Forum; Each member of the public is permitted to only one written submission per agenda item; Comments made during Open Forum will not form part of the minutes of the meeting; Page 2 of 389 Council Meeting Agenda -April 29, 2020 The following matters will not be permitted during Open Forum and if submitted, shall not be read: o Comments/complaints against Members of Council or Township staff; o Matters beyond the jurisdiction of Council or the Township; o Closed Session agenda items, including current or pending litigation, or Insurance claims and/or pending claims by or against the Township; o Comments with respect to Minutes of Council and Committees; o Comments that are contrary to the Municipal Freedom of Information and Protection of Privacy Act; o Comments with respect to any applications which have proceeded through a Public Meeting in accordance with the Planning Act, with the exception of comments related to a recommendation contained within the Staff Report. The Chair may conclude Open Forum prior to the 20 minute maximum time limit, for non-compliance with the Open Forum parameters, Conduct of Members of the Public, or any other reason. 7. Reports of Municipal Officers for Information Only: 51 - 54 a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accounts, Quarter 1- 2020, Jan 1, 2020 - Mar 31, 2020. 8. Reports of Municipal Officers for Action: 55 - 62 a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: Financial Update Relating to COVID-19. 63 - 64 b) FI2020-5, Shannon Stewart, Deputy Treasurer/Tax Collector re: Borrowing By-Law Tile Drainage Act \[Refer to Item 11d)\]. 65 - 87 c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amendment Application 2020-ZBA-01 by Wilhelmina Wigg 192 Line 14 North \[Refer to Item 11a)\]. 88 - 93 d) DS2020-44, Danielle Waters, Planner re: Proposed Street Naming, Draft Plan of Subdivision Application 2018-SUB-02 (East Oro Estates), Part of Lot 16, Con. 11 (Oro) Township of Oro-Medonte \[Refer to Item 11c)\]. 94 - 337 e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Officer re: Site Alteration Request - 225 Line 7 North. 338 - 354 f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law Amendment Application 2019-ZBA-01, Cannabis Production and Processing Provisions \[Refer to Item 11b)\]. 355 g) Robin Dunn, CAO re: Update on COVID-19 Actions. 9. Consent Agenda: Page 3 of 389 Council Meeting Agenda -April 29, 2020 356 a) Announcements of Interest to the Public: 1. Notice of Full Bridge Closures at Oro-Medonte Line 5 and Line 9, Hwy 11 Underpass by Clearwater Structures Inc., March 16 - November 20, 2020. 357 - 360 b) Minutes of Barrie Public Library Board meeting held on January 23, 2020. Staff Recommendation: Receive for Information Only. 361 - 363 c) Correspondence dated March 10, 2020 from Steve Miguel, Marketing Committee, Ontario Rett Syndrome Association re: Request for Proclamation, October, 2020 as "Rett Syndrome Awareness Month". Staff Recommendation: Receive, Proclaim and Advise under Mayor's Signature. 364 - 366 d) Correspondence dated March 11, and April 23, 2020 from Jeff Yurek, Minister of the Environment, Conservation and Parks re: Provincial Day of Action on Litter, May 12, 2020. Staff Recommendation: Receive for Information Only. 367 e) Correspondence dated March 12, 2020 from Ellen Blaubergs, Coldwater Canadiana Heritage Museum, 2020 Heritage Day Silent Auction Coordinator re: Coldwater Canadiana Heritage Museum - A. Woodrow Farm Day - July 19, 2020, Silent Auction Donation Request. Staff Recommendation: Receive, Approve, and Coordinate under Manager, Human Resources/Health and Safety's Signature. 368 - 369 f) Correspondence dated March 23, 2020 from the Town of Midland re: Direct Payment of Federal Funds to Municipalities to Waive Property Taxes for the Year 2020 - Financial help to alleviate the suffering from COVID-19 Pandemic. Staff Recommendation: Receive for Information Only. 370 - 373 g) Correspondence dated March 30, 2020 from Anita Dubeau, Chair, Simcoe Muskoka District Health Unit Board of Health re: 20-MAG001, Cannabis Consumption Establishments / Special Occasion Permits. Staff Recommendation: Receive for Information Only. 374 - 375 h) Correspondence received April 9, 2020 from Minister Steve Clark, Ministry of Municipal Affairs and Housing re: Planning Matters, Development Charges and Community Benefit Charges Update. Staff Recommendation: Receive for Information Only. 376 - 377 i) Correspondence dated April 17, 2020 from the Township of North Dumphries and County of Haliburton dated April 3, 2020 re: Tourism Orientated Destination Signage Fee Increases. Staff Recommendation: Receive, Support, Advise under Mayor's signature. 10. Communications/Petitions: 378 a) Correspondence dated April 9, 2020 from Paul Mondell, Senior Vice President, Development, Skyline Investments re: Request to Defer Fees for Page 4 of 389 Council Meeting Agenda -April 29, 2020 Draft Plan of Condominium and Site Plan Applications Slopeside 2 and 3, Horseshoe Valley Resort. 11. By-Laws: 379 - 380 a) 2020-026: A By-law to amend the zoning provisions which apply to lands at Part of Lot 14, Concession 14 (Oro) Township of Oro-Medonte 2020-ZBA-01 (Wigg). 381 - 382 b) 2020-046: A By-law to Amend Zoning By-law 97-95, as amended (Cannabis Production and Processing Facilities). 383 c) 2020-048: A By-law to Provide for the Proposed Street Naming, Draft Plan of Subdivision Application 2018-SUB-02 (East Oro Estates) Part of Lot 16, Con. 11 (Oro) Township of Oro-Medonte. 384 d) 2020-049: A By-law to raise money to aid in the construction of drainage works under the Tile Drainage Act. 12. Closed Session Items: a) Motion to go In Closed Session. b) Motion to Rise and Report. c) Donna Hewitt, Director, Corporate Services re: Litigation affecting the Municipality (Municipal Accommodations Tax (MAT)). d) Robin Dunn, CAO re: Labour relations/employee negotiations (Staffing Updates). 13. Reports of Municipal Officers for Action: 385 - 388 a) Donna Hewitt, Director, Corporate Services and Jennifer Whitley, Coordinator of Economic Development/Communications, memorandum correspondence dated April 29, 2020 re: Municipal Accommodations Tax (MAT). 14. Confirmation By-Law: 389 a) 2020-051: Being a by-law to confirm the proceedings of the Special Council meeting held on Wednesday, April 29, 2020. 15. Adjournment: a) Motion to Adjourn. Page 5 of 389 2.a) Motion to Adopt the Agenda. Page 6 of 389 2.a) Motion to Adopt the Agenda. Page 7 of 389 2.a) Motion to Adopt the Agenda. Page 8 of 389 3.a) 2020-050: A By-law to amend By-Law No. 2020-036 (A By-law to amend ... Emergency Management and Civil Protection Act Page 9 of 389 3.a) 2020-050: A By-law to amend By-Law No. 2020-036 (A By-law to amend ... Page 10 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 11 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 12 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 13 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 14 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. – Page 15 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 16 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 17 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 18 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 19 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 20 of 389 5.a) Minutes of Council meeting held on Wednesday, March 11, 2020. Page 21 of 389 5.b) Minutes of Special Council meeting held on Friday, March 13, 2020 m... Page 22 of 389 5.b) Minutes of Special Council meeting held on Friday, March 13, 2020 m... 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Page 33 of 389 5.e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 20... Page 34 of 389 5.e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 20... Page 35 of 389 5.e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 20... Page 36 of 389 5.e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 20... Page 37 of 389 5.e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 20... Page 38 of 389 5.e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 20... Page 39 of 389 5.f) Minutes of Special Council meeting held on Friday, April 3, 2020. Page 40 of 389 5.f) Minutes of Special Council meeting held on Friday, April 3, 2020. Page 41 of 389 5.f) Minutes of Special Council meeting held on Friday, April 3, 2020. Page 42 of 389 5.f) Minutes of Special Council meeting held on Friday, April 3, 2020. Page 43 of 389 5.f) Minutes of Special Council meeting held on Friday, April 3, 2020. Page 44 of 389 5.f) Minutes of Special Council meeting held on Friday, April 3, 2020. Page 45 of 389 5.f) Minutes of Special Council meeting held on Friday, April 3, 2020. Page 46 of 389 5.g) Minutes of Public meeting held on Tuesday, April 7, 2020. Page 47 of 389 5.g) Minutes of Public meeting held on Tuesday, April 7, 2020. Page 48 of 389 5.g) Minutes of Public meeting held on Tuesday, April 7, 2020. Page 49 of 389 5.g) Minutes of Public meeting held on Tuesday, April 7, 2020. Page 50 of 389 7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou... Page 51 of 389 7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou... Page 52 of 389 7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou... Page 53 of 389 7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou... Page 54 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 55 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 56 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 57 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 58 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 59 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 60 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 61 of 389 8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F... Page 62 of 389 8.b) FI2020-5, Shannon Stewart, Deputy Treasurer/Tax Collector re: Borro... Page 63 of 389 8.b) FI2020-5, Shannon Stewart, Deputy Treasurer/Tax Collector re: Borro... Page 64 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 65 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 66 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 67 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 68 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 69 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 70 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 71 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 72 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 73 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 74 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... 456 608 12 400 74 Hor seshoe Valley Rd. Old Barrie Rd. 897 11 440 400 5402 328 5266 641 272 192 5287 83 5243 5206 5219 531 545 172 37 13 18 11 2384 15 23 2456 55 22 2401 480 51 2278 425 55 74 446 94 2401 5071 172 2273 2128 2267 1 Schedule 1 Location Subject Lands 0400 m File Number: 2020-ZBA-01 Page 75 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... 12 400 Hor seshoe Valley Rd. Old Barrie Rd. 11 Schedule 2 Aerial Photo Subject Lands 0150 m File Number: 2020-ZBA-01 Page 76 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 77 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 78 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 79 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 80 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... 12 400 Hor seshoe Valley Rd. Old Barrie Rd. 11 11 Schedule 7 Ministry of Natural Resources & Forestry - Natural Heritage System Subject Lands Natural Heritage SystemProvincially Significant Wetland Woodland 0400 m File Number: 2020-ZBA-01 Page 81 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... 12 400 Hor seshoe Valley Rd. Old Barrie Rd. 11 11 Schedule 8 Township Official Plan - Land Use Subject Lands Environmental Protection TwoCommercial AgriculturalEnvironmental Protection One Restricted RuralOro Moraine Core/Corridor Area IndustrialOro Moraine Enhancement Area 0400 m File Number: 2020-ZBA-01 Page 82 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... 12 400 Hor seshoe Valley Rd. Old Barrie Rd. 11 11 Schedule 9 Township Official Plan - Natural Features Subject Lands Oro Moraine Planning AreaOro Moraine Core Area Environmental Protection 2Oro Moraine Enhancement Area Significant Woodlands 0400 m File Number: 2020-ZBA-01 Page 83 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... EP 12 400 MAR1 Hor seshoe Valley Rd. Old Barrie Rd. 11 IR A/RU EP IR*41 EP MAR2 A/RU A/RU EP Schedule 10 Existing Zoning IR (Rural Industrial) A/RU (Agricultural/Rural) EP (Environmental Protection) Subject Lands MAR1 (Mineral Aggregate Resource One) 0200 m MAR2 (Mineral Agregate Resource Two) File Number: 2020-ZBA-01 Page 84 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 85 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 86 of 389 8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend... Page 87 of 389 8.d) DS2020-44, Danielle Waters, Planner re: Proposed Street Naming, Dra... Page 88 of 389 8.d) DS2020-44, Danielle Waters, Planner re: Proposed Street Naming, Dra... Page 89 of 389 8.d) DS2020-44, Danielle Waters, Planner re: Proposed Street Naming, Dra... Page 90 of 389 8.d) DS2020-44, Danielle Waters, Planner re: Proposed Street Naming, Dra... Page 91 of 389 8.d) DS2020-44, Danielle Waters, Planner re: Proposed Street Naming, Dra... Page 92 of 389 8.d) DS2020-44, Danielle Waters, Planner re: Proposed Street Naming, Dra... Page 93 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 94 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 95 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 96 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 97 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 98 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 99 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 100 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... o o o o Page 101 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 102 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro- Medonte, Ontario 2020-04-07 Prepared for: OroStation DevCo Inc. Cambium Reference No.: 8874-002 CAMBIUM INC. 866.217.7900 cambium-inc.com Peterborough |Barrie | Oshawa | Kingston Page 103 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 Table of Contents 1.0Introduction .......................................................................................................3 2.0Proponent and Project Area Description .......................................................4 2.1Key Personnel ............................................................................................................. 4 3.0Project Description and Soil Management ....................................................6 3.1Applicable Site Condition Standards ........................................................................... 6 4.0Excess Soil Source Sites Summary ...............................................................7 4.1Proposed Soil Sampling and Analysis ......................................................................... 9 5.0Tracking System and Record Keeping Summary ...................................... 10 5.1Stockpile Location ..................................................................................................... 10 5.2Tracking System ........................................................................................................ 10 5.3Hauling Records........................................................................................................ 11 5.4CumulativeRecords .................................................................................................. 11 6.0Site Controls .................................................................................................. 12 6.1Site Security .............................................................................................................. 12 6.2Background Elevated Parameters ............................................................................. 12 6.3Soil Screening and Observations .............................................................................. 12 6.4Soil Movement Schedule ........................................................................................... 12 6.5Haul Routes ............................................................................................................... 13 6.6Dust and/or Noise Control Plan ................................................................................. 13 6.7Sediment and Erosion Control Plan .......................................................................... 13 6.8Complaint Resolution Process .................................................................................. 13 7.0Closing ........................................................................................................... 14 8.0References ..................................................................................................... 15 Cambium Inc. Page 1 Page 104 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 List of Appendices Appendix A Source Site 1 Geotechnical Investigation Report (PML, 2018) Appendix B Source Site 2 Soil Investigation Report (MTE, 2016) Appendix C Stockpile Locations and Sediment Control Design Appendix D Certificate of Analysis (Receiving Site) Cambium Inc. Page 2 Page 105 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 1.0 Introduction This Soil Management Plan (SMP) was prepared by Cambium Inc. (Cambium) on behalf of OroStation DevCo Inc. (property owner) for 225 Line 7 North, Oro-Medonte, Ontario, consistent with recommendations provided in the Management of Excess Soil – A Guide for Best Management Practices (MOE, 2017). The Excess Soil Regulatory Proposal (MECP, 2019) was also referenced for guidance. It is the intent of this plan to comply with these requirements as well as with applicable engineering and environmental guidelines and pertinent legislative regulations including, but not limited to, provincial requirements under the Environmental Protection Act (EPA), R.S.O. 1990, c. E. 19 through Ontario Regulation (O. Reg.) 153/04, as amended. All components of this plan must be overseen by a Qualified Person (QP), as defined in O. Reg. 153/04. 3 The subject site is intending to serve as a receiving site for up to 55,000 m of excess soil generated from the following source sites. Receiving Site: 225 Line 7 North, Oro-Medonte, Ontario Source Site 1: Lands southwest of Dunlop Street West and High Street, Barrie, Ontario A proposed realignment of Kidd’s Creek in Barrie, Ontario Source Site 2: 70 Swinimer Drive, Orillia, Ontario Excess soil from a Hydro One project in Orillia Ontario This SMP is applicable to the receipt of excess soil at the Receiving Site only. Additional fill material is expected to be required by the Receiving Site as the project progresses. The SMP will be updated as additional source sites are identified. Cambium Inc. Page 3 Page 106 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 2.0 Proponent and Project Area Description Receiving Site: The 43-hectare Site is located on the east side of Line 7, between Highway 11 and 15/16 Sideroad. The municipal address is 225 Line 7 North, Oro-Medonte, Ontario. The Site is accessed via Line 7 North. The Site is owned by OroStation DevCo Inc. and is proposed to be developed with an automotive testing and research facility. The soil will be stockpiled on-site to be used as fill during preliminary earthworks upon receipt of the site alteration permit. The contact information is provided below. OroStation DevCo Inc. Contact: Geoffrey Campbell, Managing Partner Contact Address: 4370 St. Johns Side Road, Stouffville, Ontario Phone: 647-502-5244 E-mail: gc@oakleigh.re Tatham Engineering Limited Contact: Matt Brace, Senior Project Manager Contact Address: 41 King Street, Unit 4, Barrie, Ontario Phone: 705-733-9037 ext. 2153 E-mail: mbrace@tathameng.com 2.1 Key Personnel The key personnel involved with the soil hauling and placement are as follows: Source Site 1 Dufferin Construction Company Contact: Jeff Fellman, District Manager – East/North Contact Address: 585 Michigan Drive, Oakville, Ontario Phone: 705-726-8061 E-mail: jeff.fellman@ca.crh.com Cambium Inc. Page 4 Page 107 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 Source Site 2 Metric Contracting Services Corporation Contact: Marco Parmegiani, P.Eng, District Manager Contact Address: 34 Bramtree Court, Brampton, Ontario Phone: 416-433-8138 E-mail: MParmegiani@metricgrp.com This SMP was prepared by Natalie Wright, QP, Professional Engineer (P.Eng.) license number 100224943. Ms. Wright’s contact details are as follows: Cambium Inc. Contact: Natalie Wright Address: 74 Cedar Pointe Drive, Unit 1009, Barrie, Ontario Phone: 705-719-0700 ext. 402 E-mail: natalie.wright@cambium-inc.com Cambium Inc. Page 5 Page 108 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 3.0 Project Description and Soil Management The Receiving Site’s future use is industrial. Soil management is required at the Site due to the proposed receipt of excess soil for use during site alteration in preparation for the proposed development. 3.1 Applicable Site Condition Standards TheSoil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act (MOE, 2011), was used to determine the applicable site condition standards (SCS) for the Receiving Site. The following site characteristics were considered when choosing which standards should be applied: The Receiving Site future use is industrial. The Site and surrounding properties rely on groundwater as a potable water supply. The Receiving Site is not located within 30 metres of a water body. The average overburden thickness is greater than 2 m as determined during the preliminary geotechnical investigation (Cambium, 2020). The overburden soils are coarse-grained. Based on the above information the applicable standards for soil and groundwater at the Receiving Site are Table 2 of the SCS. Table 2 applies to Full Depth Generic Site Condition Standards in a Potable Ground Water Condition. Industrial Property Use and coarse soil texture is applicable to the Receiving Site. Town of Oro-Medonte By-law 2016-056 CL4.5.20.5 may require the soils to meet the Table 1 SCS, but allows the use of Table 2 SCS on a case-by-case basis. Given that the proposed future use of the receiving site is industrial, Table 2 SCS were deemed acceptable. Cambium Inc. Page 6 Page 109 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 4.0 Excess Soil Source Sites Summary All excess soil expected to be generated from the source sites and deposited at this Receiving Site is subject to meeting the Receiving Site’s applicable SCS. Site review and soil characterization is required to be completed for the source sites. 4.1 Source Site 1 (Lands southwest of Dunlop Street West and High Street) It is understood that Golder Associates (Golder) has been retained by the source site to complete a soil management plan. The source site is located southwest of the intersection of Dunlop Street West and High Street, extending to Bradford Street in Barrie. The Site is the location of the proposed realignment of Kidd’s Creek and excess soil is expected to be generated from the realignment of the creek. 3 The estimated volume of excess soil to be received from this site is 15,000 m. Excess soil was characterized during a Geotechnical Investigation completed by Peto MacCallum Ltd. (PML) in December 2018 (PML, 2018), included in Appendix A. This report identified the following pertinent details regarding excess soil: The geotechnical investigation included a limited chemical testing program of the source site soils in order to provide comments regarding on-site reuse or off-site reuse/disposal options for excess excavated soil. Soil encountered during the investigation included a fill layer of silty sand, underlain by a layer of peat, and native layers of sand, clay and silt, silty fine sand, and silt. Soil samples from the fill layer were tested for metals and inorganics, petroleum hydrocarbon fractions F1 to F4, volatile organic compounds, and polycyclic aromatic hydrocarbons. Analysis results reported concentrations of lead, or conductivity and sodium absorption ratio (SAR), greater than the Table 2 SCS for industrial property use and coarse textured soil in one or more samples collected from boreholes BH2 and BH3. Cambium Inc. Page 7 Page 110 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 Analysis results reported concentrations of benzene, PHC F4, lead, mercury, conductivity and/or SAR greater than the Table 1 SCS from BH1, BH2, and BH3. The source site is owned by the City of Barrie, who retained Dufferin Construction Company to oversee their soil management. Contact information is provided below. Contact: Daniel Vink, Construction Engineer Address: 70 Collier Street, Barrie, Ontario Phone: 705-739-4220 ext. 4362 E-mail: Daniel.vink@barrie.ca 4.2 Source Site 2 (70 Swinimer Drive, Orillia, Ontario) The source site is comprised of undeveloped lands between University Avenue and Swinimer Drive in Orillia. The site is the location of a Hydro One provincial control project. Site review and soil characterization was completed for Source Site 2. The overburden soils to 6.1 m below ground surface (bgs) are suitable for reuse at the Receiving Site. The estimated volume 3 of excess soil to be received from this site is 20,000-40,000 m. The source site is owned by Hydro One, retained Metric Contracting Services Corporation to oversee the fill management. Contact information is provided below. Contact: Marco Parmegiani, P.Eng, District Manager Address: 34 Bramtree Court, Brampton, Ontario Phone: 416-433-8138 E-mail: MParmegiani@metricgrp.com Should additional source sites be added to this SMP, a review will be required by the Receiving Site QP. Cambium Inc. Page 8 Page 111 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 4.3 Proposed Soil Sampling and Analysis Source Site 1 (Lands southwest of Dunlop Street West and High Street) A review of further soil sampling results for this source site will be completed prior to accepting soil at the receiving site. Organic soil, peat, or soil containing construction debris (e.g., brick, concrete, wood, ceramic, etc.) will not be accepted at this Site. This SMP will be updated as the results are assessed. Soil sampling will be required to be completed at a minimum frequency of one (1) sample per 3 1,000 m of soil. The Receiving Site will accept soil that meets Table 1 SCS or Table 2 SCS for industrial property use and coarse soil texture. Source Site 2 (70 Swinimer Drive, Orillia, Ontario) Soil was characterized as part of a Soil Investigation completed by MTE Consultants Inc. (MTE) in March 2016 (MTE, 2016), included in Appendix B. Soil encountered during the investigation included silty sand fill, topsoil, or sand and gravel, underlain by fine grained sand. Fifteen soil samples from the top 1.2 m were tested for metals and inorganics, organochlorine pesticides, and polycyclic aromatic hydrocarbons. Fifteen deeper soil samples, ranging from 3.0 to 6.4 mbgs, were tested for volatile organic compounds and petroleum hydrocarbon fractions F1 to F4. The analytical results have been reviewed by the Receiving Site QP. Analysis results indicated that all soil samples met the Table 1 SCS. Cambium Inc. Page 9 Page 112 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 5.0 Tracking System and Record Keeping Summary The following sections summarize the tracking system and the records to be retained or compiled in relation to the tracking system. Hauling and tracking of soil will be overseen by Dufferin Construction for this project. The location of the records and the name and contact information of a person that can provide these records upon request shall be provided for each soil management project undertaken at the Site. 5.1 Stockpile Location Imported soil will be stored in stockpiles within the stockpile areas shown on the Site Alteration Plan in Appendix C. Soil from Source Site #1 will be placed in the Existing Soil Stockpile Area #1 and soil from Source Site #2 will be placed in the Proposed Soil Stockpile Area #2. Topsoil will be removed prior to receipt and stockpiling of soil at the Receiving Site. 5.2 Tracking System The tracking system shall include auditing procedures to ensure the system is implemented, and able to generate the following records: a) The location of every stockpile, and origin, amounts, and quality of each stockpile b) Procedures used to keep soils segregated based on quality, including soils for which quality is unknown c) Inspection procedures (visual, olfactory or field testing) and testing undertaken from pre- excavation to deposition at the receiving site d) For every truck load imported to the receiving site: i. Date and time of importation ii. Quantity/quality Cambium Inc. Page 10 Page 113 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 iii. Name of hauling company, including registration number, license plate, contact name and address of source site, and route taken for transport iv. Acceptance procedures undertaken at the receiving site on behalf of the proponent or receiving site (e.g., visual, olfactory, field testing, laboratory confirmation, weighing, record of placement, method to confirm receipt of excess soil) 5.3 Hauling Records The maintenance of hauling records is the responsibility of the contractor representing the Receiving Site. The driver of a truck that is transporting a load of excess soil shall ensure that he or she is able to produce an excess soil hauling record at any time from the time the truck leaves a project area to the time the excess soil is deposited at the intended destination. 5.4 Cumulative Records A proponent that is required to prepare a SMP shall maintain a cumulative record of excess soil movements within the project area. The proponent shall make the cumulative record available at the project area upon the request of the Ministry of the Environment, Conservation and Parks (Ministry) for the duration of excess soil management activities at the project area. A cumulative record of excess soil movement shall include the following, in respect of excess soil transported from a source site project area to the Receiving Site: a) An identification of every source site from which excess soil was transported; b) For each source site, i. The quantity of excess soil delivered ii. An identification of the hauling company or companies used iii. The date(s) that excess soil was moved to the Receiving Site iv. The quality of excess soil delivered Cambium Inc. Page 11 Page 114 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 6.0 Site Controls 6.1 Site Security The Receiving Site will be protected against inadvertent access or un-permitted dumping through access restrictions, gates, and on-site personnel when access is open. 6.2 Background Elevated Parameters Two soil samples were retrieved from the Receiving Site to provide an indication of existing parameter concentrations. Soil samples were submitted for analysis of volatile organic compounds, petroleum hydrocarbons (PHC) F1-F4, polycyclic aromatic hydrocarbons, and/or metals and inorganics. All results met the Table 1 SCS. The laboratory certificate of analysis is provided in Appendix D. At this time, soil that meets the Table 1 or Table 2 SCS will be accepted. 6.3 Soil Screening and Observations During the importation of soil from the source sites, contractors or property owners involved with the earthworks will visually inspect the soil for observations of contaminants. This may include staining, odours, sheen; or the presence of waste/debris, drums, tanks, etc. Should any potential for contaminants be observed, soil exportation work should be halted and the contractor shall contact the QP for further review. 6.4 Soil Movement Schedule The start of soil movement is March 2020 and is anticipated to be completed by April 15, 2020. Excess soil will be received at the site in accordance with municipal by-laws, with an exception to allow Table 2 soil, and will depart the source site between 6:30 a.m. and 6:00 p.m. arriving at the receiving site between approximately 7:00 a.m. and 6:30 pm, Monday through Friday. It is anticipated that there will be 30 to 40 truck deliveries per day. Cambium Inc. Page 12 Page 115 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 6.5 Haul Routes The hauling of soil from Source Site #1 will be completed by Dufferin Construction, and the route is as follows: source site to Hwy 400, Hwy 400 to Hwy 11, Hwy 11 to Line 7 North, Line 7 North to the entrance of the Receiving Site. The hauling of soil from Source Site #2 will be completed by Metric Contracting Services Corporation, and the route is as follows: source site to Hwy 11, Hwy 11 to Line 7 North, Line 7 North to the entrance of the Receiving Site. 6.6 Dust and/or Noise Control Plan If, at any time, the management of excavated soil or excess soil causes an adverse effect, such as odour, litter, dust, noise, or other impacts to the natural environment, appropriate preventive and remedial actions should immediately be taken to alleviate the adverse effect or impact. Such preventive measures may include berms for noise control, excavation wetting for dust control, dust monitoring, mud tracking and related mitigation protocols. Until said issues are addressed, the owner/operator may need to suspend all soil management activities, including soil excavating, transporting or receiving. 6.7 Sediment and Erosion Control Plan A sediment control fence will be constructed around the soil stockpile areas. Detailed design is provided on the Site Alteration Plan in Appendix C. The sediment control fence will be inspected regularly by contractors or property owners involved with the earthworks activities. 6.8 Complaint Resolution Process The site signage will include contact information for the Site Owner and the Site QP, if either party receives a complaint about the site operations they will follow up on-site to investigate the complaint. The complaint will be logged and a response will be provided to the complainant within 24 hours. All records of complaints will be maintained for the duration of the soil management works and provided upon request. Cambium Inc. Page 13 Page 116 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 117 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 8.0 References Cambium. (2020). Preliminary Geotechnical Investigation Report, OMAIP Development, Oro- Medonte, Ontario. Cambium Inc. January 22, 2020. MECP. (2019). Excess Soil Regulatory Proposal. MOE. (2011). Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act. Queen's Printer for Ontario. MOE. (2017, June 6). Management of Excess Soil - A Guide for Best Management Practices. Retrieved February 20, 2018, from https://www.ontario.ca/page/ management-excess- soil-guide-best-management-practices MTE. (2016). Soil Investigation, Hydro One Networks Inc., University Avenue at Swinimer Drive, Orillia, ON. MTE Consultants Inc. March 3, 2016. PML. (2018). Geotechnical Investigation, Proposed Realignment of Kidd's Creek, Barrie, Ontario. Peto MacCallum Ltd. December 13, 2018. Cambium Inc. Page 15 Page 118 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 Appendix A Source Site 1 Geotechnical Investigation Report (PML, 2018) Cambium Inc. Page 119 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... HFPUFDIOJDBM!JOWFTUJHBUJPO! QSPQPTFE!SFBMJHONFOU!PG!!! CBSSJF-!POUBSJP! gps! UIF!DPSQPSBUJPO!PG!UIF!DJUZ!PG!CBSSJF! ! ! ! QFUP!NbdDBMMVN!MUE/! 2:!DIVSDIJMM!ESJWF! CBSSJF-!POUBSJP! M5O!9\[6! QIPOF;!!!)816*!845.4:11! GBY;!!!)816*!845.::22! FNBJM;!!!cbssjfAqfupnbddbmmvn/dpn! ! Ejtusjcvujpo;! 5!dd;!!Uif!Dpsqpsbujpo!pg!Uif!Djuz!pg!Cbssjf!),fnbjm*!QNM!Sfg/;!!29CG155! 2!dd;!!QNM!Cbssjf!Sfqpsu;!!2! !Efdfncfs!3129! 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Cvehfu!ftujnbuft!dpoubjofe!jo!uijt!sfqpsu!bsf!up!cf!wjfxfe!bt!bo!fohjoffsjoh!ftujnbuf!pg!qspcbcmf! dptut!boe!qspwjefe!tpmfmz!gps!uif!qvsqptft!pg!bttjtujoh!uif!dmjfou!jo!jut!cvehfujoh!qspdftt/!!Ju!jt! voefstuppe!boe!bhsffe!uibu!QNM!xjmm!opu!jo!boz!xbz!cf!ifme!mjbcmf!bt!b!sftvmu!pg!boz!cvehfu! gjhvsft!qspwjefe!cz!ju/! ! boz!dmbjn!ps!dpnnfodf!bo!bdujpo!ps!csjoh!boz!puifs!qspdffejoht-!xifuifs!jo!dpousbdu-!upsu-!ps! puifsxjtf!bhbjotu!QNM!jo!bozxbz!dpoofdufe!xjui!bewjdf!ps!jogpsnbujpo!hjwfo!cz!QNM!sfmbujoh!up! uif!dptu!ftujnbuf!ps!Fowjsponfoubm!Sfnfejbujpo0Dmfbovq!boe!Sftupsbujpo!ps!Tpjm!boe!Hspvoe! Xbufs!Nbobhfnfou!Qmbo!Dptu!Ftujnbuf/! Page 184 of 389 ! 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 Appendix B Source Site 2 Soil Investigation Report (MTE, 2016) Cambium Inc. Page 185 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... LAWRENCEFLEMMING&ASSOCIATESLTD. CONSULTINGENGINEERS 6625TomkenRoad,Suite204Tel:(905)565-1447 Mississauga,OntarioFax:(905)565-2990 L5T2C2E-mail:lfal@pathcom.com Sfg/327118 Nbsdi5-3127 NpssjtpoIfstigjfmeMjnjufe Tvjuf411-236DpnnfsdfWbmmfzEsjwfX/ Nbslibn-PO M4U8X5 Buufoujpo;Ns/KblvcQbxfmd{bl-Q/Foh/ Re:EnvironmentalTesting ProposedHONIFacility UniversityAvenue,Orillia,Ontario Hfoumfnfo; Btsfrvftufe-buubdifejtuifsfqpsupouifbcpwfdpoevdufeczpvsgjsnjodpokvodujpoxjuipvstvc. dpotvmubou-NUFDpotvmuboutJod/Bcsjfgtvnnbszpguifgjoejohtjtbtgpmmpxt; SOIL UifsfbsfopfydffebodftpguifNPF3122Ubcmf2boe3tuboebsetgpsuifuftufedpoubnjobout/Bttvdi- optpjmdpodfsotxfsfjefoujgjfe/ GROUNDWATER Btuifuisffjotubmmfexfmmtxfsfesz26ebztbgufsjotubmmbujpo-hspvoexbufstbnqmftxfsfopudpmmfdufe/Ju xbtbmtpsfdpnnfoefejopvshfpufdiojdbmjowftujhbujposfqpsuuibu uibu bmmfydbwbujpot)gpsgpvoebujpot- vujmjujftboeuiftupsnxbufsefufoujpoqpoe*cflfqubcpwfuifhspvoexbufsubcmf/Bttvdi-hspvoexbufsjt opufyqfdufeevsjohtjufefwfmpqnfou/ SUMMARY UiftpjmnffutuifNPF3122Ubcmf2)cbdlhspvoe*tuboebset/Opfowjsponfoubmjnqbdujotpjmibtcffo jefoujgjfeboeopgvsuifsuftujohjtsfdpnnfoefebuuijtujnf/ Zpvstwfszusvmz- LAWRENCE,FLEMMINGANDASSOCIATESLIMITED NbslHbmbt-Q/Foh/ Page 186 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... H YDRO O NE N ETWORKS I NC. U NIVERSITY A VENUE,O RILLIA Final Soil Investigation Project Location: Hydro One Networks Inc., University Avenueat Swinmer Drive Orillia, ON Prepared for: Lawrence Flemming & Associates Ltd. 6625TomkenRoad, Unit 204 Mississauga, ON L5T2C2 Prepared by: MTE Consultants Inc. 520 Bingemans CentreDrive Kitchener, ON March3, 2016 MTE File No.: 41130-100 Page 187 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... TABLE OF CONTENTS 1.0INTRODUCTION..................................................................................................1 1.1 Purpose.............................................................................................................1 1.2 Scope of Work..................................................................................................1 1.3 Previous Reports..............................................................................................2 2.0 SOIL INVESTIGATION WORK PROGRAM........................................................2 2.1 Drilling Activities................................................................................................2 2.2 Soil Samples.....................................................................................................4 2.3 Groundwater Samples......................................................................................4 2.4 Surveying and Groundwater Elevations............................................................4 3.0 LABORATORY RESULTS...................................................................................5 3.1 Criteria Selection...............................................................................................5 3.2 Analytical Results in Soil...................................................................................5 3.2.1 Polycyclic Aromatic Hydrocarbons (PAHs)................................................5 3.2.2 Metals and Inorganics................................................................................6 3.2.3 VOCs (including BTEX Compounds).........................................................6 3.2.4 PHC fractions F1-F4..................................................................................6 3.2.5 OC Pesticides............................................................................................6 3.2.6 Additional Analysis.....................................................................................6 3.3 Analytical Results in Groundwater....................................................................7 3.4 Quality Assurance/Quality Control....................................................................7 4.0 SUMMARY...........................................................................................................7 4.1 Geology.............................................................................................................7 4.2 Summary of Soil Results...................................................................................8 4.3 Summary of Groundwater Results....................................................................8 4.4 Recommendations............................................................................................8 5.0 QUALIFICATIONS OF ASSESSORS..................................................................9 6.0 LIMITATIONS.....................................................................................................10 7.0 REFERENCES...................................................................................................11 M:\\41130\\100\\Soil Investigation\\Report\\41130-100 Soil Investigation Final.docx Page 188 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... FIGURES FIGURE 1SITE LOCATION MAP FIGURE 2SAMPLING LOCATIONS TABLES TABLE 2.2SOIL SAMPLES SUBMITTED FOR ANALYSIS TABLE 2.3GROUNDWATER ELEVATIONS TABLE 3.2SOIL ANALYTICAL RESULTS APPENDICES APPENDIX AHEALTH AND SAFETY DOCUMENTATION APPENDIX BPHOTOGRAPHIC LOG APPENDIX CBOREHOLELOGS APPENDIX DLABORATORY CERTIFICATES OF ANALYSIS Page 189 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 1.0INTRODUCTION 1.1Purpose MTE Consultants Inc. (MTE) was retained by Lawrence Fleming & Associates Ltd. (“LFAL”) to conduct a Soil Investigationfor anundevelopedproperty at University Avenuein Orillia, Ontario (“the Site”). The property is located atthe intersection of University Avenue and Swinmer Drive, approximately 0.5km westof Highway 11in a rural,institutionalandagriculturalareaof Orillia. Refer to Figure 1for the Site Location Map. The purpose of the Soil Investigationwas to evaluate soil and groundwater (if encountered) conditions on the Site. The scope of the Soil Investigationwas determined based on requests of LFAL’s client, Hydro One.The field work for the Soil Investigation was completed in conjunction with LFAL’s geotechnical investigation of the Site.MTE was on Site during the borehole drilling to observe soil environmental conditions and obtain soil samples for environmental testing.MTE subsequently returned to the Site for the purpose of collecting groundwater elevation information andobtaininggroundwater samples fromthe monitoring wells. Authorization to proceed with the project was received from Mr. Mark Galasof Lawrence Fleming & Associates Ltd.,following acceptance of our proposal for services dated January 7,2016. Theassignment was completed by MTE according to reference number 41130-100. The report has been issued to LFALfor due diligence in advance of redevelopment. 1.2Scope of Work The soil investigationwas completed with consideration to theCanadian Standards Association (CSA)documentZ769-00 (December, 2000).In addition, MTE notes that the MOE released Ontario Regulations 511/09 and 179/11 (amending Regulation153/04) with updated soil and groundwater standards which came into force on July 1, 2011. MTE has compared the analytical data obtained in this investigation to these current standards. The Soil Investigationwork program included the following: Development of a Site Specific Health and Safety Plan (HASP) for field activities; Safety provisions for MTE field technicians (including protective gloves, hard hat, safety boots and safety glasses); Drillingof fifteen(15)boreholesto a maximum depth of 6.1metresbelow ground surface (mbgs); Collection of soil cores from eachboreholefor examination of potential staining, odours or elevated organic vapour readings; Soil Investigation-1-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 190 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Submission of selected soil samples to an accredited laboratory for analysis of metalsand inorganics,volatile organic compounds (VOCs)(including benzene, toluene, ethylbenzene and xylene (BTEX) compounds),petroleum hydrocarbons (PHC) fractions F1-F4,polycyclic aromatic hydrocarbons (PAHs)and organochloride (OC)pesticides as specified on the chain-of-custody;Installation of permanent monitoring wells at three(3) of the borehole locations for evaluation of groundwater; Collection of groundwater samples, if available, from each monitoringwellfor submission to an accredited laboratory for analysis of metals (including sodium), VOCs,PAHs and PHC fractions F1-F4 as specified on the chain-of-custody; Measurement of groundwater levels(if available)at eachmonitoring well; Quality Assurance/Quality Control (QA/QC) procedures for field work and laboratory analysis; Photographic record of field activities; and Data analysis and report preparation. The Soil Investigationwas completed under the direct supervision of a Qualified Person (QP) as defined byOntario Regulation 153/04(as amended). ESA The sampling program (including QA/QC methods) was conducted in accordance with MTE Standard Operating Procedures and Ontario Ministry of the Environment (MOE) document, “Guidance on Sampling and Analytical Methods of Use at Contaminated Sites in Ontario,”dated December 1996.All chemical analyses were performed by accredited laboratories in accordance with Ontario Regulation153/04 (as amended), and specifically the related document “Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act,” March 2004 (as amended July 1, 2011). 1.3 PreviousReports No previous reports were provided for review.LFAL provided their borehole logs for all boreholes and monitoring wells completed at the Site during the geotechnical/Soil Investigationfieldwork. 2.0SOIL INVESTIGATIONWORK PROGRAM 2.1DrillingActivities A Site Specific HASP was developed in accordance with MTE’s policy prior to commencement of any field work. The Site Specific HASP describes the Site location, field activities, MTE and contractor personnel present;potential compounds present, physical hazards, environmental conditions, personal protective equipment,training required and directions to the nearest emergency health care provider.A copy of the HASP is retained on file by MTE. Soil Investigation-2-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 191 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Utility services were located and marked by the utility providersthrough Ontario One Call.A private locator was also contracted by LFALto clear the borehole locationsprior to commencement of the referenced fieldwork by LFAL and MTE. The drilling portion of the investigation was completed on February1and2,2016in conjunction with a geotechnical investigation by LFAL and included the advancement of fifteen(15) boreholes(labeledMW1-16toMW3-16andBH1-16toBH12-16) to a maximum depth of 6.1m (20feet) bgs.MWrefers to permanent monitoring well installed andBH refers to borehole. Drilling locations and sampling rationale wereselected by the geotechnical consultant withinput from Hydro One. Drilling activitieswere completed by Drill TechDrilling(Drill Tech) of Newmarket, Ontario using ausing a track-mount Marl M5T drill rig.Drill Techis a licensed well drilling contractor as defined by Ontario Regulation 903 (as amended). MTE was present during the drilling activities to record and document the environmental findings. The drilling equipment was cleaned between locations using soapy water and rinsed, according to industry standard procedures, to avoid cross contamination.Soil cuttings were deposited to the ground surface in the vicinity of their respective boreholes. Monitoring wells, MW1-16,MW2-16 andMW3-16, were installed in accordance with Ontario Regulation 903 (as amended) and in consideration with the guidance document “Test Holes and Dewatering Wells –Requirements and Best Management Practices” (MOE April, 2014), for obtaining information in respect of groundwater. Each monitoring well was constructed with a 3 metre long No. 10 slotted PVC screen measuring 51mm diameter and a coarse grained sand pack to allow for groundwater collection in the well. The monitor pipes and screens were received pre-cleaned and sealed in a protective plastic wrap from the manufacturer. The riser pipe and screen sections were pre-threaded with O-ring seals. No glues or solvents were used to connect the pipe sections. Because these wells are screened in the shallow water table, which is not locally used for supplying water for domestic consumption, a minimum of 0.9 metres of Bentonite gravel (Holeplug) was placed immediately above the sand pack to hydraulically isolate the screened portion of the well rather than the 2.5metres specified by Section 14, Regulation 903. Each monitoring well was completed with a monumentsteel protectivecasing. Upon the completion of soil sampling, boreholes BH1-16to BH12-16were sealed with bentonite as required by Ontario Regulation 903 (as amended). Soil conditions encountered in the work area typically included silty sand fill, topsoil or sand and gravel underlain by fine grained sand.Wet conditionswere encountered at depths between 2.0to 4.5mbgs. Bedrock was not anticipated and was not encountered to the depths explored. Soil Investigation-3-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 192 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... The sampling locations are shown on Figure 2.Photographs are provided in AppendixBandthe LFAL borehole logs are provided in AppendixC. 2.2Soil Samples Soil cores were examined for visual and olfactory (odour) evidence of impact.There were novisual or olfactory indications of environmental impactin the soil cores collected from the boreholes. A portion from each soil core was placed in a sealable plastic bag for measurement of organic vapour in the headspace.Bagged samples were field screened for Organic Vapour using a pre-cleaned and calibrated Photoionization Detector (PID).No elevated levels of organic vapour in soil were identified during field screening, and accordingly there are no concerns related tosoil vapour at the Site. As required by the MOE, Protocol of Analytical Methods Used in the Assessment of properties under Part XV.1 of the Environmental protection Act–March 9, 2004, amended as of July 1, 2011, special care mustbe used when sampling for VOCs and PHC fraction F1.For this project MTE obtained soil samples for analysis of VOCs and PHCfraction F1using a Terracore sampler which takes a single soil sample from the undisturbed soil which isthenplaced in amethanol vial in the field. Soil samples collected for all other parameters were collected in 120mLunpreserved glass jars supplied by the laboratory. Selected soil samples were placed in laboratory-supplied sample jars, sealed,labeled and stored with ice to initiate cooling during transportation to Maxxam Analytics of Mississauga, Ontario.Select soilsamples were submitted under chain-of-custody for analysis oftarget compoundsas outlined in Table 2.2attached. Refer to Certificate of Analysis included inAppendix D for submission details.Standard QA/QC protocols for bottle preparation, sample collection and transportation were followed as outlined by MOE guidance documents. 2.3Groundwater Samples Groundwater levels were measured on February 9 and 18, 2016 prior to attempting to collect groundwater samples from thethreenewly installedmonitoring wells.The monitoring wells were dry when measured and no groundwater samples could be collected. 2.4Surveying and Groundwater Elevations Geodetic surveying of the monitoring wells was completed by LFALand provided to MTE. Theelevations are summarized in Table 2.3below. MTE returned to the Site on February 9 and 18, 2016 to obtain groundwater levelsfrom the three newly installed monitoring wells. The monitoring wells were dry when measured and no groundwater elevations were able to be calculated. Soil Investigation-4-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 193 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... TABLE 2.3-GROUNDWATER ELEVATIONS Calculated Ground February 9, 2016February 18, 2016 Groundwater Monitoring WellSurface Well Sound DepthWell Sound Depth Elevation Elevation (m)(mbgs)(mbgs) (m) MW1-15264.905.745.74- MW2-15267.356.206.20- MW3-15261.553.323.32- Note: Groundwater elevations not calculated due to dry monitoring wells. 3.0LABORATORY RESULTS Laboratory Certificates of Analysis are provided in Appendix D. 3.1Criteria Selection The Site is notconsidered to be in proximity to a water body, or a “Sensitive Site”, or a shallow soil condition under Ontario Regulation153/04 (as amended).The Site is not located within a designated Source Water Protection Area; however groundwater in the City of Orilliais used for drinking water purposes. Accordingly, the Site Condition Standards that would apply to the Site are included inTable 2 (Full Depth Generic Site Condition Standards in a Potable Groundwater Condition) listed in the MOE Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, April 15, 2011for an commercialproperty and coarse textured soil (hereinafter refer to as the “MOE 2011 Table 2 Standards”). MTE understands that the Site is under development;therefore the results were compared to the MOE 2011 Table 1 (Background) Standardsfor assessment of soil that is potentially excess during the development of the Hydro One property. If soil meets theTable 1 Standards, itis chemically suitable for all disposal options for soil that might be removed from the Siteto a maximum depth of 6.1 metres below ground surface (mbgs). 3.2Analytical Results in Soil Analytical resultsin soil are shownin Table 3.2.a-Table 3.2.f, along with a comparison to the MOE 2011Table 1and 2Standards.The following sections summarize the analytical findings for the soil samples. 3.2.1Polycyclic Aromatic Hydrocarbons (PAHs) Fifteen(15) soil samples were submitted for analysis PAHs. There were no detections, and accordingly, no exceedances of the MOE 2011 Table 1 and 2 Standards for PAHs the soil samples analyzed. Soil Investigation-5-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 194 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 3.2.2Metalsand Inorganics Eighteen(18)soil samples, including three duplicates,were submitted for analysis of metalsand inorganics. There were no elevated levels or exceedances of the MOE 2011 Table 1and Table 2 Standards for metals and inorganics in the soil samples analyzed. The pH results were 6.07and 7.76, which is within the acceptable range established by theMOE for surface (5.0to9.0) soil. 3.2.3VOCs (including BTEX Compounds) Fifteen(15)soilsamples were submitted for analysis ofVOCs(including BTEX compounds). There were no detections, and accordingly, no exceedances of the MOE 2011 Table 1 and 2 Standards for VOCs(including BTEX compounds)in the soil samplesanalyzed. 3.2.4PHCfractionsF1-F4 Fifteen(15) soil sampleswere submitted for analysis of PHC fractions F1-F4. There was one detection, but no exceedance, of the MOE 2011 Table 1 Standards for PHC fraction F3 in the soil sample submitted from BH12-16. There were no other detections, and accordingly, no exceedances of the MOE 2011 Table 1and 2 Standards for PHC fraction F1-F4 in the soil samples analyzed. 3.2.5OC Pesticides Fifteen(15) soil samples were submitted for analysis of OC Pesticides. There were no detections, and accordingly, no exceedances of the MOE 2011 Table 1 and 2 Standards OC Pesticides in the soil samples analyzed. 3.2.6Additional Analysis One (1) soil sample was collected for TCLP volatile organics and metals analysis from soil cuttings generated during the investigation. The TCLP results were below the O. Reg 558/00 leachate standards indicating that the soil is considered non-hazardous for disposal. Soil Investigation-6-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 195 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 3.3Analytical Results in Groundwater Groundwater levels were measured on February 9 and 18, 2016 prior to attempting to collect groundwater samples from the three newly installedmonitoring wells. The monitoring wells were dry when measured.Therefore,no groundwater samples could be collectedfor chemical analysis. 3.4Quality Assurance/Quality Control Quality assurance/quality control (QA/QC) was maintained during the field program through equipment decontamination and sampling procedures, as outlined in the MOE Guidance on Sampling and Analytical Methods (MOE, 1996) and the Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (MOE, 2004). Soil samples analyzed for PHC fraction F1 and VOCswere collected using a Terracore sampler which takes a single soil sample from the undisturbed soil which is then placed in a methanol vial in the field.Soil samples collected for all other parameters were collected in 120mL unpreserved glass jars supplied by the laboratory. All samples were clearly labeledwith a unique sample identifier, project number, MTE contact, sample parameters required and date. Laboratory Quality Control was carried out in strict accordance with the requirements of the Protocol for Analytical Methods Used in the Assessment of Properties under PartXV.1 of the Environmental Protection Act(MOE, 2004).Included in the laboratory QA/QC program are the use of Method blanks, Laboratory Control Samples, Matrix Spikes, Laboratory Duplicates, Surrogates and Internal Standards depending on the analyte of interest. All of the soil samples were stored and transported in iced, insulated coolers to initiate cooling until submission to the analytical laboratory.Chain-of-Custody sheets were maintained for all samples. No samples were rejected by the lab and MTE did not qualify any results as bias. Based on the QA/QC procedures, the analytical data is suitable for evaluation of Site conditions. 4.0SUMMARY 4.1Geology Soil conditions encountered in the work area typically included silty sand fill, topsoil or sand and gravel underlain by fine grained sand. Wet conditions were encountered at depths between 2.0 to 4.5mbgs. Bedrock was not anticipated and was not encountered to the depths explored. Soil Investigation-7-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 196 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 4.2Summary of Soil Results There are no exceedances of the MOE 2011 Table 1and 2 Standards for metalsand inorganics, VOCs (including BTEX compounds), PHC fractionsF1-F4, OC Pesticides andPAHs in the soil samples submitted for analysis. Soil pH was within the acceptable range for surface soils. Accordingly, no soil concerns were identified. 4.3Summary of Groundwater Results Groundwater levels were measured on February 9 and 18, 2016 prior to attempting to collect groundwater samples from the three newly installedmonitoring wells. The monitoring wells were dry when measured. Therefore,no groundwater samples could be collectedfor chemical analysis. 4.4 Recommendations No environmental impact in soil has been identified during this investigation, and accordingly no further soil testing is required or warranted at this time. The soil at the Site meets the MOE 2011 Table 1 (background) Standards.Therefore the soil is chemically suitable for all disposal options for soil that might be removed from the Site to a maximum depth of 6.1 metres below ground surface (mbgs). There-use of this material on another property is subject to the following conditions: 1.Appropriate drainage patterns are maintained during and following placement at the receiving site. 2.Ensure the protection of natural heritage features (wetlands and woodlands) during and following placement at the receiving site, including the use of erosion controls. 3.The receiving site must have a bona fide use for the material being imported and the material must be suitable and placed for that purpose. Consultation with a geotechnical engineer may be required. 4.The moisture content of the material is suitable for transportation. 5.The MOE document: Management of Excess Soil –A Guide for Best Management Practices(January 2014) should be considered and measures should be implemented that include: Dust and noise controls at the receiving location; Trafficmanagement and prevention of mud tracking; and The owner of the receiving site must be given a copy of the analytical results for the material prior to shipment and provide written acceptance for the material to Hydro One. MTE understands that decommissioning of the monitoring wells is planned for the near future. Soil Investigation-8-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 197 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Exclusions This report does not address geotechnical conditions or municipal planning matters. 5.0QUALIFICATIONS OF ASSESSORS As required by CSA Standard Z769-00, an appropriate combination of formal education, skills, experience and training is required in order to provide a technically sound and rational Soil Investigation. The key participants involved in performing the components of the Soil Investigationare Ms.Carol Mitchell, P. Eng., QP, and Mr.Anthony ESA Puntillo,B.Sc., G.I.T.of MTE Consultants Inc. Ms. Mitchell is a Licensed Professional Engineer with over 25 years of experiencein the environmental engineering industry. She is a graduate of Queen’s University in Engineering Chemistry. She has provided clients with solutions to various environmental challenges and has gained extensive experience in: Multi-Site Phase I & II Environmental Site Assessments (ESA); Soil and Groundwater Remediation, Property Decommissioning, Designated Substance Surveys. Her specific roles have included Senior Environmental Engineer, Division (Environmental) Manager for a geotechnical firm; Corporate Environmental Engineer (operations and decommissioning for large chemical manufacturer), Corporate Chemical Emergency Responder and Safety Leader. Ms. Mitchell is registered as a Qualified Person with the MOE. Mr. Puntillo is a graduate of McMaster University in Earth and Environmental Science (Earth Science Specialization) and obtained his Ontario College Graduate Certificate in Environmental Control from Sheridan College. Mr. Puntillo is registered as a Geoscientist-in-Training with the Associationof Professional Geoscientists of Ontario (APGO). He has experience in the environmental consulting industry that includes due diligence PhaseI and II Environmental Site Assessments, Ontario Regulation 153/04 (as amended) Phase One and Two Environmental Site Assessments, and a variety of soil and groundwater remediation projects. Soil Investigation-9-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 198 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 6.0LIMITATIONS Services performed by MTE Consultants Inc.(MTE) were conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the Environmental Engineering & Consulting profession.No other warranty or representation expressed or implied as to the accuracy of the information, conclusions or recommendations is included or intended in this report. This report was completed for the sole use of MTE and the client. The assignment was carried out in accordance with the Scope of Work described in Section 1.2, as reviewed with and agreed to by the client.The assignment meets the requirements of CAN/CSA-Z769-00 subject to any deviations noted herein.MTE makes no representation that the present report has dealt with all of the important environmental issues, except as provided in the Scope of Work. This report is not intended to be exhaustive in scope or to imply a risk-free facility. As such,this report may not deal with allissues potentially applicable to the Site and may omit aspects which are or may be of interest to the reader. In addition, it should be recognized that a soil or groundwater sample result represents one discrete portionof a site at the time it is collected, and that the findings of this report are based on conditions as they existed during the time period of the investigation. Any use which another party makes of this report, or any reliance on, or decisions to be made based upon it, are the responsibility of such parties.MTE accepts no responsibility for liabilities incurred by or damages, if any, suffered by another party as a result of decisions made or actions taken, based upon this report. Others with interest in the Site should undertake their own investigations and studies to determine how or if the condition affects them or their plans. It should be recognized that the passage of time may affect the views, conclusions and recommendations (if any) provided inthis report because environmental conditions of a property can change, along with regulatory requirements. Should additional or new information become available, MTE recommends that it be brought to our attention in order that we may determine whether it affects the contents of this report. Yours truly, MTE CONSULTANTS INC. Anthony Puntillo,B.SC.,G.I.T.Carol Mitchell, P.Eng., QP ESA Environmental ScientistSenior Environmental Engineer ADP:mxg Soil Investigation-10-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 199 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 7.0REFERENCES 1.Ontario Ministry of the EnvironmentMay 1996. MOE Guidance on Sampling and Analytical Methods for Use at Contaminated Sites in Ontario. 2.Ontario Ministry of the Environment, April 2014. “Test Holes and Dewatering Wells –Requirements and Best Management Practices” 3.Ontario Ministry of the Environment,2004. Environmental Protection Act. Ontario Regulation 153/04(as amended). Soil Investigation-11-MTE File No.: 41130-100 University Avenue, Orillia, ONMarch 3, 2016 Page 200 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... FIGURES Page 201 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... SITE LOCATION DETAIL SITE (See Detail) SITE LOCATION MAP Soil Investigation 1 Page 202 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 2 Soil Investigation SITE LAYOUT AND SAMPLING LOCATIONS Monitoring WellBorehole LEGEND Page 203 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... TABLES Page 204 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 1 of 12 MTE File No.: 41130-100 TCLPx VOCsxxxxxxxxxxxxxxx HCsPxxxxxxxxxxxxxxx PAHsxxxxxxxxxxxxxxx Parameters Pesticides xxxxxxxxxxxxxxx OC Inorganics xxxxxxxxxxxxxxxxxx Metals & Soil Maxxam Sample IDBUA145BUA146BUA148BUA151BUA152BUA155BUA157BUA160BUA161BUA164BUA166BUA167BUA169BUA171BUA175BUA176BUA179BUA180BUA183BUA184BUA185BUA186BUA190BUA191BUA194BUA195BUA198BUA199BUA200BUA203BUA 204BUA205BUA208BUA209 622300 Maxxam Job IDB622300B622300B622300B622300B622300B622300B622300B622300B622300B622300B622300B622300B622300B622300B622300B622300BB622300B622300B622300B622300B622300B622300B622300B622300B622300B622300B62 2300B622300B622300B622300B622300B622300B622300 - 0.3-0.63.0-3.40.3-0.63.0-3.40.3-0.63.0-3.40.3-0.63.0-3.40.3-0.63.0-3.40.9-1.20.9-1.23.0-3.40.3-0.66.1-6.40.3-0.64.6-4.90.3-0.63.0-3.40.3-0.63.0-3.40.3-0.66.1-6.40.3-0.66.1-6.40.3-0.63.0-3.40.3-0.60.3 -0.63.0-3.40.3-0.60.3-0.63.0-3.4 Sample Depth (m) Samples Sample 1-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-20161-Feb-201 61-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-20162-Feb-2016 Collection Date Sample IDMW1-16 1-2MW1-16 10-11BH9-16 1-2BH9-16 10-11BH7-16 1-2BH7-16 10-11BH8-16 1-2BH8-16 10-11BH4-16 1-2BH4-16 10-11BH1-16 3-4BH111-16 3-4BH1-16 10-11BH2-16 1-2BH2-16 20-21BH5-16 1-2BH5-16 15-16MW3-16 1-2MW3-16 10-11BH10-16 1-2BH10-16 10-11MW2-16 1-2MW2-16 20-21BH3-16 1-2BH3-16 20-21BH11-16 1-2BH11-16 10-11BH12-16 1-2BH112-16 1-2BH12-16 10-11BH6-16 1-2BH116-16 1-2BH6-16 10-11TCLP - BH9-16BH7-16BH8-16BH4-16BH1-16BH2-16BH5-16BH3-16BH6-16 MW1-16MW3-16MW2-16 BH10-16BH11-16BH12-16 Borehole orWell ID Page 205 of 389 Table 2.2Soil Sample SummarySoil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 2 of 12 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH5-16 1-Feb-16 BH5-16 1-2 <<<<<<<<<<<<<<<<<<< MTE File No.: 41130-100 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH2-16 1-Feb-16 BH2-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.9-1.2 0.0071 BH1-16 1-Feb-16 BH1-16 3-4 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH4-16 1-Feb-16 BH4-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH8-16 1-Feb-16 BH8-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.6 0.0071 BH7-16 1-Feb-16 BH7-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH9-16 1-Feb-16 BH9-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 MW1-16 1-Feb-16 MW1-16 1-2 <<<<<<<<<<<<<<<<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 21623030129630 0.39.69.60.19.69.6 0.150.670.960.960.960.76 2 Standards MOE 2011 Table 1 0.32.80.1 0.160.360.470.680.480.560.120.230.590.590.090.690.59 0.0720.093 1 Standards MOE 2011 Table Parameter Polycyclic Aromatic Hydrocarbons (PAHs)AcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b/j)fluorantheneBenzo(g,h,i)peryleneBenzo(k)fluorantheneChryseneDibenz(a,h)anthraceneF luorantheneFluoreneIndeno(1,2,3-cd)pyrene1-Methylnaphthalene2-MethylnaphthaleneNaphthalenePhenanthrenePyreneMethylnaphthalene, 2-(1-)Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 206 of 389 Table 3.2.aSoil Analytical Results - Polycyclic Aromatic Hydrocarbons Soil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 3 of 12 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.0071 0.3-0.6 BH6-16 2-Feb-16 MTE File No.: 41130-100 BH6-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH12-16 2-Feb-16 BH12-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH11-16 2-Feb-16 BH11-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH3-16 2-Feb-16 BH3-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 MW2-16 2-Feb-16 MW2-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.60.0071 BH10-16 1-Feb-16 BH10-16 1-2 <<<<<<<<<<<<<<<<<<< 0.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005 0.3-0.6 0.0071 MW3-16 1-Feb-16 MW3-16 1-2 <<<<<<<<<<<<<<<<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 21623030129630 0.39.69.60.19.69.6 0.150.670.960.960.960.76 2 Standards MOE 2011 Table 1 0.32.80.1 0.160.360.470.680.480.560.120.230.590.590.090.690.59 0.0720.093 1 Standards MOE 2011 Table Parameter Polycyclic Aromatic Hydrocarbons (PAHs)AcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b/j)fluorantheneBenzo(g,h,i)peryleneBenzo(k)fluorantheneChryseneDibenz(a,h)anthraceneF luorantheneFluoreneIndeno(1,2,3-cd)pyrene1-Methylnaphthalene2-MethylnaphthaleneNaphthalenePhenanthrenePyreneMethylnaphthalene, 2-(1-)Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 207 of 389 Table 3.2.aSoil Analytical Results - Polycyclic Aromatic Hydrocarbons Soil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 4 of 12 155 38112717 0.20.20.13.47.31.90.55.40.50.20.21.4 0.050.050.300.050.120.010.3315.47.74 0.3-0.6 BH5-16 1-Feb-16 BH5-16 1-2 MTE File No.: 41130-100 <<<<<<<<<<<<<< 155 212819 0.20.20.19.93.28.81.80.55.70.50.20.29.41.2 0.050.050.240.050.010.416.07 0.088 0.3-0.6 BH2-16 1-Feb-16 BH2-16 1-2 <<<<<<<<<<<<<< 155 57153428 3-4 0.20.15.09.93.00.58.60.50.20.21.7 0.310.330.050.170.010.2527.57.43 0.0510.072 0.9-1.2 BH1-16 1-Feb-16 BH111-16 3-4 Duplicate of BH1-16 <<<<<<<<<<< 155 38122921 0.20.13.86.83.00.57.10.50.20.21.4 0.230.050.320.050.150.010.2626.97.44 0.074 0.9-1.2 BH1-16 1-Feb-16 BH1-16 3-4 <<<<<<<<<<<< 155 35112718 0.20.13.47.82.20.55.90.50.20.20.30.9 0.050.210.310.050.120.0119.77.43 0.053 0.3-0.6 BH4-16 1-Feb-16 BH4-16 1-2 <<<<<<<<<<<< 155 402419 0.20.20.19.73.37.02.30.55.60.50.20.21.2 0.050.050.300.050.120.010.2920.27.53 0.3-0.6 BH8-16 1-Feb-16 BH8-16 1-2 <<<<<<<<<<<<<< 1515 3212291618 0.20.13.66.82.20.55.60.50.20.2 0.050.210.050.290.050.110.010.317.43 0.3-0.6 BH7-16 1-Feb-16 BH7-16 1-2 <<<<<<<<<<<<< 155 49143122 0.20.14.48.92.90.57.50.50.20.21.4 0.240.350.050.140.010.2822.47.31 0.0510.064 0.3-0.6 BH9-16 1-Feb-16 BH9-16 1-2 <<<<<<<<<<< 155 5516103225 0.20.14.93.30.59.20.50.20.21.5 0.050.320.370.050.160.010.2724.37.09 0.064 0.3-0.6 MW1-16 1-Feb-16 MW1-16 1-2 <<<<<<<<<<<< Notes: Location: Sample ID: pH N/A µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gug/g mg/Lmg/Lmg/L Units mS/cm Date Sampled: Sample Depth (m): 288 4018804040338612 1.95.53.33.91.4NVNVNV 670120160230120270340 0.0515 to 9 2 Standards MOE 2011 Table 21 18367021928286 NVNVNVNV 1.32.51.21.50.52.52.4 220120290 0.270.660.57 0.0515 to 9 1 Standards MOE 2011 Table Parameter MetalsHot Water Ext. Boron (B)Acid Extractable Antimony (Sb)Acid Extractable Arsenic (As)Acid Extractable Barium (Ba)Acid Extractable Beryllium (Be)Acid Extractable Boron (B)Acid Extractable Cadmium (Cd)Acid Extractable Chromium (Cr)Acid Extractable Cobalt (Co)Acid Extractable Copper (Cu)Acid Extractable Lead (Pb)Acid Extractable Molybdenum (Mo)Acid Extractable Nickel (Ni)Acid Extractable Selenium (Se)Acid Extractable Silver (Ag)Acid Extractable Thallium (Tl)Acid Extractable Uranium (U)Acid Extractable Vanadium (V)Acid Extractable Zinc (Zn)Acid Extractable Mercury (Hg)InorganicsChromium (VI)ConductivityFree CyanideSodium Adsorption RatioSoluble Calcium (Ca)Soluble Magnesium (Mg)Soluble Sodium (Na)Available (CaCl2) pH Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 208 of 389 Table 3.2.bSoil Analytical Results - Metals and Inorganic ParametersSoil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 5 of 12 155 58173523 1-2 0.25.36.43.70.58.60.50.20.22.4 0.390.130.330.050.180.010.2429.77.18 0.0650.061 0.3-0.6 BH6-16 2-Feb-16 BH116-16 1-2 Duplicate of BH6-16 <<<<<<<<<< MTE File No.: 41130-100 155 44122719 0.20.13.77.02.60.56.60.50.20.22.1 0.240.050.320.050.160.010.2525.97.53 0.067 0.3-0.6 BH6-16 2-Feb-16 BH6-16 1-2 <<<<<<<<<<<< 155 1318 0.20.20.16.71.94.91.20.53.30.50.29.30.20.40.9 0.050.050.240.050.0110.57.69 16 1-2 0.072 0.3-0.6 BH12-16 2-Feb-16 BH112-16 1-2 Duplicate of BH12- <<<<<<<<<<<<<< 155 221910 0.20.20.16.82.24.31.20.53.80.50.20.21.9 0.050.250.050.010.3413.77.53 0.0050.076 0.3-0.6 BH12-16 2-Feb-16 BH12-16 1-2 <<<<<<<<<<<<<< 155 34112618 0.20.13.33.72.40.55.10.50.20.21.2 0.210.050.240.050.170.010.2431.27.38 0.073 0.3-0.6 BH11-16 2-Feb-16 BH11-16 1-2 <<<<<<<<<<<< 155 28112420 0.20.20.13.86.91.90.56.20.50.20.20.11.4 0.050.050.260.050.010.3117.17.44 0.3-0.6 BH3-16 2-Feb-16 BH3-16 1-2 <<<<<<<<<<<<<< 1527 41152721 0.20.13.98.32.56.50.50.20.20.2 0.210.890.050.290.050.010.3525.37.76 0.082 0.3-0.6 MW2-16 2-Feb-16 MW2-16 1-2 <<<<<<<<<< 155 4411262126 0.20.13.76.82.70.56.20.50.20.21.8 0.240.050.280.050.150.010.267.19 0.079 0.3-0.6 BH10-16 1-Feb-16 BH10-16 1-2 <<<<<<<<<<<< 155 382614 0.20.20.19.33.36.31.90.54.90.50.20.20.9 0.050.270.050.120.010.3118.77.57 0.052 0.3-0.6 MW3-16 1-Feb-16 MW3-16 1-2 <<<<<<<<<<<<< Notes: Location: Sample ID: pH N/A µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/g µg/gµg/gµg/gµg/gµg/gµg/gµg/gug/g Units mg/Lmg/Lmg/L mS/cm Date Sampled: Sample Depth (m): 288 4018804040338612 NVNVNV 1.95.53.33.91.4 670120160230120270340 0.0515 to 9 2 Standards MOE 2011 Table 21 183670219282 86 NV1.32.51.21.50.52.52.4NVNVNV 220120290 0.270.660.57 0.0515 to 9 1 Standards MOE 2011 Table Parameter MetalsHot Water Ext. Boron (B)Acid Extractable Antimony (Sb)Acid Extractable Arsenic (As)Acid Extractable Barium (Ba)Acid Extractable Beryllium (Be)Acid Extractable Boron (B)Acid Extractable Cadmium (Cd)Acid Extractable Chromium (Cr)Acid Extractable Cobalt (Co)Acid Extractable Copper (Cu)Acid Extractable Lead (Pb)Acid Extractable Molybdenum (Mo)Acid Extractable Nickel (Ni)Acid Extractable Selenium (Se)Acid Extractable Silver (Ag)Acid Extractable Thallium (Tl)Acid Extractable Uranium (U)Acid Extractable Vanadium (V)Acid Extractable Zinc (Zn)Acid Extractable Mercury (Hg)InorganicsChromium (VI)ConductivityFree CyanideSodium Adsorption RatioSoluble Calcium (Ca)Soluble Magnesium (Mg)Soluble Sodium (Na)Available (CaCl2) pH Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 209 of 389 Table 3.2.bSoil Analytical Results - Metals and Inorganic ParametersSoil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 6 of 12 MTE File No.: 41130-100 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 4.6-4.9 BH5-16 1-Feb-16 BH5-16 15-16 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 6.1-6.4 BH2-16 1-Feb-16 BH2-16 20-21 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH1-16 1-Feb-16 BH1-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH4-16 1-Feb-16 BH4-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH8-16 1-Feb-16 BH8-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH7-16 1-Feb-16 BH7-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH9-16 1-Feb-16 BH9-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 MW1-16 1-Feb-16 MW1-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 4 16164670313426 1.52.42.31.29.60.21.91.3NVNV1.11.61.61.96.46.1NVNV 0.320.610.050.210.470.470.050.160.050.050.050.55 0.0640.0870.0320.059 2 Standards MOE 2011 Table 0.50.50.50.2NVNV 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.250.020.050.05 1 Standards MOE 2011 Table Parameter Volatile Organic Compounds (VOCs)Acetone (2-Propanone)BenzeneBromodichloromethaneBromoformBromomethaneCarbon TetrachlorideChlorobenzeneChloroformDibromochloromethane1,2-Dichlorobenzene1,3-Dichloroben zene1,4-DichlorobenzeneDichlorodifluoromethane (FREON 121,1-Dichloroethane1,2-Dichloroethane1,1-Dichloroethylenecis-1,2-Dichloroethylenetrans-1,2-Dichloroethylene1,2-Dichloropropanecis-1,3-Dichloropr openetrans-1,3-DichloropropeneEthylbenzeneEthylene DibromideHexaneMethylene Chloride(DichloromethaneMethyl Ethyl Ketone (2-Butanone)Methyl Isobutyl KetoneMethyl t-butyl ether (MTBE)Styrene1,1,1,2-Tet rachloroethane1,1,2,2-TetrachloroethaneTetrachloroethyleneToluene1,1,1-Trichloroethane1,1,2-TrichloroethaneTrichloroethyleneTrichlorofluoromethane (FREON 11)Vinyl Chloridep+m-Xyleneo-XyleneTotal XylenesCalculated Parameters1,3-Dichloropropene (cis+trans)Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 210 of 389 Table 3.2.cSoil Analytical Results - Volatile Organic Compounds Soil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 7 of 12 MTE File No.: 41130-100 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH6-16 2-Feb-16 BH6-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH12-16 2-Feb-16 BH12-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH11-16 2-Feb-16 BH11-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< <<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 6.1-6.4 BH3-16 2-Feb-16 BH3-16 20-21 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 6.1-6.4 MW2-16 2-Feb-16 MW2-16 20-21 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 BH10-16 1-Feb-16 BH10-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< 0.50.50.5 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.030.040.020.050.050.050.050.050.050.050.050.020.050.050.050.050.020.020.020.020.05 3.0-3.4 MW3-16 1-Feb-16 MW3-16 10-11 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 4 16164670313426 1.52.42.31.29.60.21.91.3NVNV1.11.61.61.96.46.1NVNV 0.320.610.050.210.470.470.050.160.050.050.050.55 0.0640.0870.0320.059 2 Standards MOE 2011 Table 0.50.50.50.2NVNV 0.020.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.250.020.050.05 1 Standards MOE 2011 Table Parameter Volatile Organic Compounds (VOCs)Acetone (2-Propanone)BenzeneBromodichloromethaneBromoformBromomethaneCarbon TetrachlorideChlorobenzeneChloroformDibromochloromethane1,2-Dichlorobenzene1,3-Dichloroben zene1,4-DichlorobenzeneDichlorodifluoromethane (FREON 121,1-Dichloroethane1,2-Dichloroethane1,1-Dichloroethylenecis-1,2-Dichloroethylenetrans-1,2-Dichloroethylene1,2-Dichloropropanecis-1,3-Dichloropr openetrans-1,3-DichloropropeneEthylbenzeneEthylene DibromideHexaneMethylene Chloride(DichloromethaneMethyl Ethyl Ketone (2-Butanone)Methyl Isobutyl KetoneMethyl t-butyl ether (MTBE)Styrene1,1,1,2-Tet rachloroethane1,1,2,2-TetrachloroethaneTetrachloroethyleneToluene1,1,1-Trichloroethane1,1,2-TrichloroethaneTrichloroethyleneTrichlorofluoromethane (FREON 11)Vinyl Chloridep+m-Xyleneo-XyleneTotal XylenesCalculated Parameters1,3-Dichloropropene (cis+trans)Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 o the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 o the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 211 of 389 Table 3.2.cSoil Analytical Results - Volatile Organic Compounds Soil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 1010105050Page 8 of 12 YES 4.6-4.9 BH5-16 1-Feb-16 BH5-16 15-16 <<<<< MTE File No.: 41130-100 1010105050 YES 6.1-6.4 BH2-16 1-Feb-16 BH2-16 20-21 <<<<< 1010105050 YES 3.0-3.4 BH1-16 1-Feb-16 BH1-16 10-11 <<<<< 1010105050 YES 3.0-3.4 BH4-16 1-Feb-16 BH4-16 10-11 <<<<< 1010105050 YES 3.0-3.4 BH8-16 1-Feb-16 BH8-16 10-11 <<<<< 1010105050 YES 3.0-3.4 BH7-16 1-Feb-16 BH7-16 10-11 <<<<< 1010105050 YES 3.0-3.4 BH9-16 1-Feb-16 BH9-16 10-11 <<<<< 1010105050 YES 3.0-3.4 MW1-16 1-Feb-16 MW1-16 10-11 <<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 5555 NV 230 17003300 2 Standards MOE 2011 Table 252510 NV 240120 1 Standards MOE 2011 Table Parameter Petroleum HydrocarbonsF1 (C6-C10)F1 (C6-C10) - BTEXF2 (C10-C16 Hydrocarbons)F3 (C16-C34 Hydrocarbons)F4 (C34-C50 Hydrocarbons)Reached Baseline at C50Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 212 of 389 Table 3.2.dSoil Analytical Results - Petroleum Hydrocarbons Soil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 9 of 12 1010105050 YES 3.0-3.4 BH6-16 2-Feb-16 MTE File No.: 41130-100 BH6-16 10-11 <<<<< 10101050 100 YES 3.0-3.4 BH12-16 2-Feb-16 BH12-16 10-11 <<<< 1010105050 YES 3.0-3.4 BH11-16 2-Feb-16 BH11-16 10-11 <<<<< 1010105050 YES 6.1-6.4 BH3-16 2-Feb-16 BH3-16 20-21 <<<<< 1010105050 YES 6.1-6.4 MW2-16 2-Feb-16 MW2-16 20-21 <<<<< 1010105050 YES 3.0-3.4 BH10-16 1-Feb-16 BH10-16 10-11 <<<<< 1010105050 YES 3.0-3.4 MW3-16 1-Feb-16 MW3-16 10-11 <<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 5555 NV 230 17003300 2 Standards MOE 2011 Table 252510 NV 240120 1 Standards MOE 2011 Table Parameter Petroleum HydrocarbonsF1 (C6-C10)F1 (C6-C10) - BTEXF2 (C10-C16 Hydrocarbons)F3 (C16-C34 Hydrocarbons)F4 (C34-C50 Hydrocarbons)Reached Baseline at C50Notes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 o the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 o the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 213 of 389 Table 3.2.dSoil Analytical Results - Petroleum Hydrocarbons Soil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 10 of 12 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH5-16 1-Feb-16 BH5-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< MTE File No.: 41130-100 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH2-16 1-Feb-16 BH2-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.9-1.2 BH1-16 1-Feb-16 BH1-16 3-4 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH4-16 1-Feb-16 BH4-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH8-16 1-Feb-16 BH8-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH7-16 1-Feb-16 BH7-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH9-16 1-Feb-16 BH9-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 MW1-16 1-Feb-16 MW1-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 4.64.61.6NVNVNVNV 0.050.050.520.520.470.470.040.040.040.190.050.660.210.05 0.0880.0880.0560.031 2 Standards MOE 2011 Table 1.41.4NVNVNVNV 0.050.050.050.050.050.050.050.050.010.040.040.040.050.050.010.010.010.050.05 1 Standards MOE 2011 Table Parameter Organochlorine (OC) PesticidesAldrina-Chlordaneg-Chlordaneo,p-DDDp,p-DDDo,p-DDEp,p-DDEo,p-DDTp,p-DDTDieldrinLindaneEndosulfan I (alpha)Endosulfan II (beta)EndrinHeptachlorHeptachlor epoxideHexachlorobenzeneHexachlorobutadieneHexachloroethaneMethoxychlorCalculated ParametersChlordane (Total)o,p-DDD + p,p-DDDo,p-DDE + p,p-DDEo,p-DDT + p,p-DDTTotal EndosulfanNotes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 214 of 389 Table 3.2.eSoil Analytical Results - Organochlorine Pesticides Soil InvestigationUniversity Avenue, Orillia, ON 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 11 of 12 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH6-16 2-Feb-16 MTE File No.: 41130-100 BH6-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH12-16 2-Feb-16 BH12-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH11-16 2-Feb-16 BH11-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH3-16 2-Feb-16 BH3-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 MW2-16 2-Feb-16 MW2-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 BH10-16 1-Feb-16 BH10-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< 0.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.002 0.3-0.6 MW3-16 1-Feb-16 MW3-16 1-2 <<<<<<<<<<<<<<<<<<<<<<<<< Notes: Location: Sample ID: µg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/gµg/g Units Date Sampled: Sample Depth (m): 4.64.61.6NVNVNVNV 0.050.050.520.520.470.470.040.040.040.190.050.660.210.05 0.088 0.0880.0560.031 2 Standards MOE 2011 Table 1.41.4NVNVNVNV 0.050.050.050.050.050.050.050.050.010.040.040.040.050.050.010.010.010.050.05 1 Standards MOE 2011 Table Parameter Organochlorine (OC) PesticidesAldrina-Chlordaneg-Chlordaneo,p-DDDp,p-DDDo,p-DDEp,p-DDEo,p-DDTp,p-DDTDieldrinLindaneEndosulfan I (alpha)Endosulfan II (beta)EndrinHeptachlorHeptachlor epoxideHexachlorobenzeneHexachlorobutadieneHexachloroethaneMethoxychlorCalculated ParametersChlordane (Total)o,p-DDD + p,p-DDDo,p-DDE + p,p-DDEo,p-DDT + p,p-DDTTotal EndosulfanNotes:Standards from MOE Table 1 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 o the Environmental Protection Act," (April 15, 2011) for Full Depth Background Site Condition Standards.Standards from MOE Table 2 of "Soil, Groundwater and Sediment Standards for Use Under Part XV.1 o the Environmental Protection Act," (April 15, 2011) for Full Depth Generic Site Condition Standards in a Potable Groundwater Condition for Industrial, Commercial and Cummunity Use for coarse grain soils.NV=No valueDash - Sample not analyzedBolded and highlighted values are above the MOE 2011 Table 1 and 2 Standard. Page 215 of 389 Table 3.2.eSoil Analytical Results - Organochlorine Pesticides Soil InvestigationUniversity Avenue, Orillia, ON Table 3.2.f 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Analytical Results - Toxicity Characteristic Leaching Procedure TCLP Lab Sample ID O. Reg 558 ParameterTCLP 2-Feb-16 Date Sampled Standards TCLP VOLATILE ORGANICS Leachable Benzene0.5mg/L<0.02 Leachable Carbon Tetrachloride0.5mg/L<0.02 Leachable Chlorobenzene8mg/L<0.02 Leachable Chloroform10mg/L<0.02 Leachable 1,2-Dichlorobenzene20mg/L<0.05 Leachable 1,4-Dichlorobenzene0.5mg/L<0.05 Leachable 1,2-Dichloroethane0.5mg/L<0.05 Leachable 1,1-Dichloroethylene1.4mg/L<0.02 Leachable Methylene Chloride(Dic5mg/L<0.2 Leachable Methyl Ethyl Ketone (2-200mg/L<1 Leachable Tetrachloroethylene3mg/L<0.02 Leachable Trichloroethylene5mg/L<0.02 Leachable Vinyl Chloride0.2mg/L<0.02 TCLP METALS Leachable Mercury (Hg)0.1mg/L<0.001 Leachable Arsenic (As)2.5mg/L<0.2 Leachable Barium (Ba)100mg/L0.34 Leachable Boron (B)500mg/L<0.1 Leachable Cadmium (Cd)0.5mg/L<0.05 Leachable Chromium (Cr)5mg/L<0.1 Leachable Lead (Pb)5mg/L<0.1 Leachable Selenium (Se)1mg/L<0.1 Leachable Silver (Ag)5mg/L<0.01 Leachable Fluoride (F-)150mg/L0.21 Leachable Free Cyanide20mg/L<0.01 Notes: Standards from Schedule 4 (Leachate Quality Criteria) of Ontario Regulation 558/00 NV = No O. Reg 558 TCLP Standard Bold and highlighted result exceeds the O. Reg 558 TCLP Standard Soil InvestigationMTE File No.: 41130-100 University Avenue, Orillia, ONPage 12 of 12 Page 216 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... APPENDIX A HEALTH AND SAFETY DOCUMENTATION Page 217 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... FOWJSPONFOUBM!EJWJTJPO!PG!NUF!DPOTVMUBOUT!JOD! TJUF!TQFDJGJD!FOWJSPONFOUBM!IFBMUI!'!TBGFUZ!QMBO! ! 2/1!TJUF!EFTDSJQUJPO! ! Obnf;!!Qibtf!JJ!FTB! Beesftt;!Vojwfstjuz!Bwfovf-!Psjmmjb!PO!)sfgfssfe!up!bt!”uif!Tjuf•/*! ! 3/1!GJFME!XPSL! ! Jotqfdujpo!boe!epdvnfoubujpo!pg!esjmmjoh!bdujwjujft!bu!uif!Tjuf/!!NUF!xjmm!dpnqmfuf!gjfme!tdsffojoh! '!tbnqmjoh!pg!tpjm!uibu!dpvme!qpttjcmz!cf!dpoubnjobufe!cz!QIDt-!WPDt-!nfubmt-!QBIt!boe!PD! Qftujdjeft/!!Tpjm!tbnqmft!xjmm!cf!tvcnjuufe!gps!bobmztjt!up!bo!bobmzujdbm!mbcpsbupsz/!!! ! 4/1!POTJUF!PSHBOJ\[BUJPO! ! 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APPENDIX B PHOTOGRAPHIC LOG Page 223 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Photographic Log for the Soil Investigation field program University Avenue, Orillia, Ontario Photograph No. 1 View of monitoring well MW1-16 located in northeast corner of the Site. Photograph No. 2 Example of surface soil encountered in MW1-16. Soil Investigation -1- MTE File No. 41130-100 Page 224 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Photograph No. 3 View of drilling of BH9-16 located in northeast portion of the Site. Photograph No. 4 View of subsurface fine grained sand observed in BH9-16. Soil Investigation -2- MTE File No. 41130-100 Page 225 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Photograph No. 5 West facing view of drilling of BH7-16 located in northern portion of the Site. Photograph No. 6 View of fine grained sand encountered in BH7-16. Soil Investigation -3- MTE File No. 41130-100 Page 226 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... APPENDIX C BOREHOLE LOGS Page 227 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.2 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:1 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 264.23m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 264.23 0 FILL-mainlybrownsiltysand,trace gravel,verymoist,loose 7 1 263.23 1 TOPSOILLAYER(~100mm) 21 2 SILT-sandy,tracetosomeclay,brown, verymoisttowet,loosetoveryloose 8 3 2 2 4 261.23 3 SAND-fine,silty,brown,moisttowet, compact 16 5 4 -verymoistsiltlayers>4.2m 24 6 5 -wetsand&gravellayer>6m 6 24 7 257.53 ENDOFBOREHOLE -BHopenatcompletion 7 -Waterlevel@4.2mdepthatcompl. Page 228 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.3 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:2 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND UniversityAvenue,Orillia LOCATION: Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 264.40m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION m VALUE mkPa C No. BLOWS/300mm P 60 204080 264.40 0 SAND&GRAVEL-finetomediumto coarsesand,withvaryingamountof 8 1 gravel,occasionalcobbles,brown, moist,compacttoverydense 1 30 2 40 3 2 50/ 4 50mm 3 46 5 4 80/ 250mm 6 5 -verymoisttowet>5.5m 6 57 7 ENDOFBOREHOLE 257.70 -BHcaved@5.5mdepthatcompletion 7 Page 229 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.4 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:3 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND UniversityAvenue,Orillia LOCATION: Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 265.00m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February2,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION m VALUE mkPa C No. BLOWS/300mm P 60 204080 265.00 0 SAND&GRAVEL-finetomediumto coarsesand,withvaryingamountof 13 1 gravel,occasionalcobbles,brown, moist,compacttoverydense 1 30 2 50/ 3 263.20 125mm 2 ENDOFBOREHOLE -Refusaltoauguringat1.8mdepth atoriginallocation -BHmoved5times,refusaltoauguring 3 atdepthsrangingfrom1.0mto2.1m atall5additionallocations. -Locationabandoned,BHmovedto BH#3alocation. 4 5 6 7 Page 230 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.5 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:3a Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 264.35m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February2,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 264.35 0 TOPSOIL(50mm) SAND-fine,silty,brown,moist, loosetocompact 1 -siltlayer~1m 7 1 10 2 262.35 2 SAND-finetomediumtocoarse,with smallgravel,occasionalcobbles,some silt,brown,moistdensetoverydense 36 3 (TILL) 3 50/ 4 150mm 4 50/ 5 150mm 5 -moistdensesiltlayer~6m 6 50/ 6 150mm ENDOFBOREHOLE 257.85 -BHopenanddryatcompletion 7 Page 231 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.6 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:4 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 263.11m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 263.11 0 FILL-mainlybrownsiltysand,trace gravel,verymoist,compact 13 1 262.71 TOPSOILLAYER(~100mm) SAND-fine,silty,brown,moist, compact 1 14 2 13 3 2 26 4 3 -verymoist>3m 20 5 259.71 SAND-finetomediumtocoarse,with smallgravel,occasionalcobbles,some 4 silt,brown,moisttoverymoist,compact toverydense(TILL) 50/ 6 150mm 258.21 5 ENDOFBOREHOLE -BHcaved@3.0mdephatcompletion -Waterlevel@1.8mdepthatcompl. (duetoinflowofsurfacerun-offsuch asmeltingsnow) 6 7 Page 232 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.7 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:5 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 262.42m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 262.42 0 FILL-mainlybrownsiltysand,trace tosomegravel,moisttoverymoist, 38 1 compacttodense 1 261.32 16 2 SAND-fine,silty,brown,moisttowet, compact 19 3 2 26 4 3 30 5 -wet>3.4m 4 -wetsiltlayer~4.5m 28 6 5 257.22 ENDOFBOREHOLE -BHcaved@4.2mdephatcompletion -Waterlevel@3.4mdepthatcompl. 6 7 Page 233 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.8 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:6 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 262.38m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February2,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 262.38 0 FILL-mainlybrownsiltysand,traceto somegravel,verymoist,compact15 1 261.48 -thintopsoillayer~0.9m 1 SAND-fine,silty,brown,moisttowet, 13 2 compact -siltlayer~1.5m 12 3 2 15 4 3 -wet>3.3m 16 5 4 13 6 5 257.18 ENDOFBOREHOLE -BHopenanddryatcompletion 6 7 Page 234 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.9 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:7 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 264.32m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 264.32 0 TOPSOIL(50mm) 17 SAND-finetomedium,gradingtofine1 siltysand>1m,brown,moisttowet, loosetocompact 1 9 2 17 3 2 29 4 3 24 5 4 -wet>4.5m 22 6 5 -wetsand&gravellayer>6m 6 43 7 ENDOFBOREHOLE 257.62 -BHcaved@5.8mdephatcompletion 7 -Waterlevel@5.5mdepthapprox. 24hrs,aftercompl. Page 235 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.10 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:8 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 264.05m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 264.05 60 204080 0 SAND-fine,silty,brown,moist, 12 1 loosetocompact 1 7 2 20 3 2 -verymoist>2m 261.95 SAND-finetomediumtocoarse,with smallgravel,occasionalcobbles,some silt,brown,moist,verydense(TILL) 70 4 3 50/ 5 150mm 260.65 ENDOFBOREHOLE -BHopenanddryatcompletion 4 5 6 7 Page 236 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.11 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:9 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 264.97m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 264.97 0 TOPSOIL(50mm) FILL-mainlybrownsiltysand,trace 17 1 tosomegravel,moisttoverymoist, compact 1 22 2 263.57 SAND-finetomedium,somesilt,trace gravel,brown,moisttoverymoist, 26 3 compacttoloosewithdepth 2 -looselayersofdarkbrownsilt>2.3m 9 4 262.07 3 SAND-finetomediumtocoarse,with smallgravel,occasionalcobbles,some silt,brown,verymoist,compactto 20 5 dense(TILL) 4 -moistfinesiltysandlayers>4.5m 40 6 5 259.77 ENDOFBOREHOLE -BHopenanddryatcompletion 6 7 Page 237 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.12 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE: 10 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 261.19m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 261.19 0 FILL-mainlybrownsiltysand,traceto somegravel,verymoisttowet,compact 22 1 -waterinflowintoBHfromground surfaceduetomeltingsnow 260.09 1 29 2 SAND-fine,silty,brown,moist, loosetocompact 15 3 2 24 4 -wet>2.8m 3 528 257.49 ENDOFBOREHOLE 4 -BHopenatcompletion -Waterlevel@0.0mdepthatcompl. (duetoinflowofsurfacerun-offsuch asmeltingsnow) 5 6 7 Page 238 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.13 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:11 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 265.49m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February2,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 265.49 60 204080 0 TOPSOIL(50mm) SAND-fine,silty,gradingtosandysilt,8 1 brown,moist,loosetocompact -verylooselayersofdarkbrownsiltwith 1 someclay~0.8mto1.8m 3 2 4 3 12 2 27 4 3 -verymoist>3m 262.29 5 24 SAND-finetomediumtocoarse,with smallgravel,occasionalcobbles,some silt,brown,moisttoverymoist,compact (TILL) 4 261.09 ENDOFBOREHOLE 5 -Refusaltoauguring@4.3mon probablelargeboulder -BHopenanddryatcompletion 6 7 Page 239 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.14 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:12 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 262.11m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February2,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 262.11 60 204080 0 TOPSOIL(50mm) SAND-veryfine,silty,gradingtosandy3 1 silt,brown,moist,loosetocompact 1 13 2 260.31 23 3 SAND-finetomediumtocoarse,with 2 smallgravel,occasionalcobbles,some silt,brown,moist,densetoverydense (TILL) 47 4 3 50/ 5 100mm 258.71 ENDOFBOREHOLE -BHopenanddryatcompletion 4 5 6 7 Page 240 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.15 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:MW1 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 264.90m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February1,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 264.90 0 FILL-mainlybrownsiltysand,trace gravel,moisttoverymoist,loose 7 1 1 9 2 13 3 2 262.80 -thintopsoillayer~2m SILT-sandy,tracetosomeclay,brown, verymoisttowet,loosetoveryloose 8 4 3 -thinclaylayers>3m 3 5 261.20 SAND-finetomediumtocoarse,with 4 smallgravel,occasionalcobbles,some silt,brown,wet,compact(TILL) 10 6 5 6 -wetfinetomediumsandlayers>6m 22 7 258.20 ENDOFBOREHOLE -BHopenatcompletion 7 -Waterlevel@4.0mdepthatcompl.(dueto inflowofsurfacerun-off) -MonitoringWell(MW)installedto6mdepth -Welldryafter15days Page 241 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.16 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE:MW2 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 267.35m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February2,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 267.35 0 SAND-silty,finesand,tracegravel, brown,moist,dense(TILL) 47 1 266.65 SAND-fine,silty,brown,moisttowet, 1 loosetocompacttodense 7 2 -gravellayer~1.7m 18 3 2 3 52 4 4 42 5 -verymoistsiltlayer~5m 5 -wet>6m 6 37 6 260.65 ENDOFBOREHOLE -BHopenanddryatcompletion 7 -MonitoringWell(MW)installedto6.7mdepth -Welldryafter15days Page 242 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... ENCLOSURENO.17 216007 ORDERNO. LawrenceFlemming&AssociatesLimited (sheet1of1) ConsultingEngineers WATERCONTENT(W) Laboratorydetermination ENGINEERINGDATASHEETFORBOREHOLE: MW3 Waterlevelinhole CLIENT: MorrisonHershfieldLtd. SHEARSTRENGTH(C) PROJECT:HONIFacilityOrillia Unconfinedcompression LEGEND LOCATION:UniversityAvenue,Orillia Vanetest&sensitivity Splitspoon Pocketpenetrometer HOLELOCATION: SeeEnclosureNo.1 Augersample HOLEELEVATION: 261.55m PENETRATIONRESISTANCE(P) Shelbytube DATUM: Geodetic 50mmSplittube Coresample DATE: February2,2016 50mmDyn.cone W % N DEPTH ELEV. SAMPLE DESCRIPTION SYMBOL m VALUE mkPa C No. BLOWS/300mm P 60 204080 261.55 0 FILL-mainlybrownsiltysand,traceto somegravel,verymoisttowet,compact 17 1 -waterinflowintoBHfromground surfaceduetomeltingsnow 1 19 2 21 3 259.55 2 SAND-fine,silty,brown,moisttowet, compact 16 4 3 -wet>3.0m 512 4 -mediumtocoarsesandlayers>4.5m 616 5 256.35 ENDOFBOREHOLE -BHcaved@3.0mdepthatcompletion -Waterlevel@1.8mdepthatcompl. (duetoinflowofsurfacerun-offsuch 6 asmeltingsnow) -MonitoringWell(MW)installed to3.6mdepth -Welldryafter15days 7 Page 243 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... APPENDIX D LABORATORY CERTIFICATES OF ANALYSIS Page 244 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 245 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 246 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 247 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 248 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 249 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 250 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 251 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... 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Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 Appendix C Stockpile Locations and Sediment Control Design Cambium Inc. Page 312 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... SA-1 NTS KEY PLAN ORO STATION TOWNSHIP OF ORO-MEDONTE 7 LINE NORTH Page 313 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... DE-1 NTS KEY PLAN ORO STATION TOWNSHIP OF ORO-MEDONTE Page 314 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Soil Management Plan - 225 Line 7 North, Oro-Medonte, Ontario OroStation DevCo Inc. Ref. No.: 8874-002 2020-04-07 Appendix D Certificate of Analysis (Receiving Site) Cambium Inc. Page 315 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (i) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. SiteAnalystDateLabReference ParameterQtyAnalyzedInitialsAnalyzedMethodMethod Cyanide2KingstonUS 10-Mar-20A-CN s Kin house Conductivity2Holly LaneROD09-Mar-20A-COND-01 (o)SM 2510B pH2Holly LaneROD11-Mar-20A-PH-01 (o)SM 4500H Chromium (VI)2Holly LaneLMG09-Mar-20D-CRVI-02 (o)EPA7196A Mercury2Holly LanePBK09-Mar-20D-HG-01 (o)EPA 7471A Boron - HWS2Holly LaneAHM09-Mar-20D-HWE sMOE3470 Sodium Adsorption Ratio2Holly LaneAHM09-Mar-20D-ICP-01 SAR (o)SM 3120 Metals - ICP-OES2Holly LaneAHM09-Mar-20D-ICP-02 (o)EPA 6010 Metals - ICP-MS2Holly LaneTPR09-Mar-20D-ICPMS-01 (o)EPA 6020 µg/g = micrograms per gram (parts per million) and is equal to mg/KgUnless otherwise noted all extraction, analysis, QC F1 C6-C10 hydrocarbons in µg/g, (F1-btex if requested)requirements and limits for holding time were met. F2 C10-C16 hydrocarbons in µg/g, (F2-napth if requested)If analyzed for F4 and F4G they are not to be summed F3 C16-C34 hydrocarbons in µg/g, (F3-pah if requested)but the greater of the two numbers are to be used in F4 C34-C50 hydrocarbons in µg/gapplication to the CWS PHC This method complies with the Reference Method for the CWS PHC and is QC will be made available upon request. validated for use in the laboratory. Any deviations from the method are noted and reported for any particular sample. nC6 and nC10 response factor is within 30% of response factor for toluene: nC10,nC16 and nC34 response factors within 10% of each other: C50 response factors within 70% of nC10+nC16+nC34 average: Linearity is within 15%: All results expressed on a dry weight basis. Unless otherwise noted all chromatograms returned to baseline by the retention time of nC50. O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 1 of 4. Page 316 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (i) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Client I.D. BH 103-20 BH 104-20 O. Reg. 153 SS 1BSS 3 Tbl. 1 - All Sample I.D. B20-06223-1B20-06223-4 Date Collected 26-Feb-2026-Feb-20 ParameterUnitsR.L. pH @25°CpH Units7.748.01pH @25°C Conductivity @25°CmS/cm0.0010.2120.101Conductivity @25°C0.57 Cyanide (Free)µg/g0.05< 0.05< 0.05Cyanide (Free)0.051 Sodium Adsorption Ratiounits0.1600.0932Sodium Adsorption Ratio2.4 Antimonyµg/g0.5< 0.5< 0.5Antimony1.3 Arsenicµg/g0.51.70.7Arsenic18 Bariumµg/g121650Barium220 Berylliumµg/g0.20.70.2Beryllium2.5 Boronµg/g0.58.37.4Boron36 Boron (HWS) Boron (HWS)µg/g0.020.070.09 Cadmium Cadmiumµg/g0.5< 0.5< 0.51.2 Chromium Chromiumµg/g1281370 Chromium (VI) Chromium (VI)µg/g0.2< 0.2< 0.20.66 Cobalt Cobaltµg/g112321 Copper Copperµg/g119792 Lead Leadµg/g56< 5120 Mercury Mercuryµg/g0.0050.009< 0.0050.27 Molybdenum Molybdenumµg/g1< 1< 12 Nickelµg/g1217Nickel82 Seleniumµg/g0.5< 0.5< 0.5Selenium1.5 Silverµg/g0.2< 0.2< 0.2Silver0.5 Thalliumµg/g0.10.2< 0.1Thallium1 Uraniumµg/g0.10.40.3Uranium2.5 Vanadiumµg/g14224Vanadium86 O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 2 of 4. Page 317 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (i) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Client I.D. BH 103-20 BH 104-20 O. Reg. 153 SS 1BSS 3 Tbl. 1 - All Sample I.D. B20-06223-1B20-06223-4 Date Collected 26-Feb-2026-Feb-20 ParameterUnitsR.L. Zincµg/g35229Zinc290 O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 3 of 4. Page 318 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (i) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Summary of Exceedances O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 4 of 4. Page 319 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (ii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. SiteAnalystDateLabReference ParameterQtyAnalyzedInitialsAnalyzedMethodMethod % Moisture1Richmond HillFAL06-Mar-20A-% moisture RH PHC(F2-F4)1KingstonKPR09-Mar-20C-PHC-S-001 (k)CWS Tier 1 VOC's1Richmond HillJE 06-Mar-20C-VOC-02 (rh)EPA 8260 PHC(F1)1Richmond HillJE 06-Mar-20C-VPHS-01 (rh)CWS Tier 1 µg/g = micrograms per gram (parts per million) and is equal to mg/KgUnless otherwise noted all extraction, analysis, QC F1 C6-C10 hydrocarbons in µg/g, (F1-btex if requested)requirements and limits for holding time were met. F2 C10-C16 hydrocarbons in µg/g, (F2-napth if requested)If analyzed for F4 and F4G they are not to be summed F3 C16-C34 hydrocarbons in µg/g, (F3-pah if requested)but the greater of the two numbers are to be used in F4 C34-C50 hydrocarbons in µg/gapplication to the CWS PHC This method complies with the Reference Method for the CWS PHC and is QC will be made available upon request. validated for use in the laboratory. Any deviations from the method are noted and reported for any particular sample. nC6 and nC10 response factor is within 30% of response factor for toluene: nC10,nC16 and nC34 response factors within 10% of each other: C50 response factors within 70% of nC10+nC16+nC34 average: Linearity is within 15%: All results expressed on a dry weight basis. Unless otherwise noted all chromatograms returned to baseline by the retention time of nC50. O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 1 of 5. Page 320 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (ii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Client I.D. BH 103-20 O. Reg. 153 SS 4 Tbl. 1 - All Sample I.D. B20-06223-3 Date Collected 26-Feb-20 ParameterUnitsR.L. Acetoneµg/g0.5< 0.5Acetone0.5 Benzeneµg/g0.02< 0.02Benzene0.02 Bromodichloromethaneµg/g0.02< 0.02Bromodichloromethane0.05 Bromoformµg/g0.02< 0.02Bromoform0.05 Bromomethaneµg/g0.05< 0.05Bromomethane0.05 Carbon Tetrachlorideµg/g0.05< 0.05Carbon Tetrachloride0.05 Monochlorobenzene µg/g0.02< 0.02Monochlorobenzene 0.05 (Chlorobenzene)(Chlorobenzene) Chloroformµg/g0.02< 0.02Chloroform0.05 Dibromochloromethaneµg/g0.02< 0.02Dibromochloromethane0.05 Dichlorobenzene,1,2-µg/g0.05< 0.05Dichlorobenzene,1,2-0.05 Dichlorobenzene,1,3-µg/g0.05< 0.05Dichlorobenzene,1,3-0.05 Dichlorobenzene,1,4-µg/g0.05< 0.05Dichlorobenzene,1,4-0.05 Dichlorodifluoromethaneµg/g0.05< 0.05Dichlorodifluoromethane0.05 Dichloroethane,1,1-µg/g0.02< 0.02Dichloroethane,1,1-0.05 Dichloroethane,1,2-µg/g0.02< 0.02Dichloroethane,1,2-0.05 Dichloroethylene,1,1-µg/g0.02< 0.02Dichloroethylene,1,1-0.05 Dichloroethene, cis-1,2- Dichloroethene, cis-1,2-µg/g0.02< 0.020.05 Dichloroethene, trans-1,2-µg/g0.02< 0.02Dichloroethene, trans-1,2-0.05 Dichloropropane,1,2-µg/g0.02< 0.02Dichloropropane,1,2-0.05 Dichloropropene, cis-1,3-µg/g0.02< 0.02Dichloropropene, cis-1,3- Dichloropropene, trans-µg/g0.02< 0.02Dichloropropene, trans- 1,3-1,3- O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 2 of 5. Page 321 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (ii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Client I.D. BH 103-20 O. Reg. 153 SS 4 Tbl. 1 - All Sample I.D. B20-06223-3 Date Collected 26-Feb-20 ParameterUnitsR.L. Dichloropropene 1,3- µg/g0.02< 0.02Dichloropropene 1,3- 0.05 cis+trans cis+trans Ethylbenzeneµg/g0.05< 0.05Ethylbenzene0.05 Dibromoethane,1,2- µg/g0.02< 0.02Dibromoethane,1,2- 0.05 (Ethylene Dibromide)(Ethylene Dibromide) Hexaneµg/g0.02< 0.02Hexane0.05 Methyl Ethyl Ketoneµg/g0.5< 0.5Methyl Ethyl Ketone0.5 Methyl Isobutyl Ketone Methyl Isobutyl Ketoneµg/g0.5< 0.50.5 Methyl-t-butyl Ether Methyl-t-butyl Etherµg/g0.05< 0.050.05 Dichloromethane Dichloromethane µg/g0.05< 0.050.05 (Methylene Chloride)(Methylene Chloride) Styrene Styreneµg/g0.05< 0.050.05 Tetrachloroethane,1,1,1,2 Tetrachloroethane,1,1,1,2µg/g0.02< 0.020.05 -- Tetrachloroethane,1,1,2,2µg/g0.05< 0.05Tetrachloroethane,1,1,2,20.05 -- Tetrachloroethyleneµg/g0.05< 0.05Tetrachloroethylene0.05 Tolueneµg/g0.2< 0.2Toluene0.2 Trichloroethane,1,1,1-µg/g0.02< 0.02Trichloroethane,1,1,1-0.05 Trichloroethane,1,1,2-µg/g0.02< 0.02Trichloroethane,1,1,2-0.05 Trichloroethyleneµg/g0.05< 0.05Trichloroethylene0.05 Trichlorofluoromethaneµg/g0.02< 0.02Trichlorofluoromethane0.25 Vinyl Chlorideµg/g0.02< 0.02Vinyl Chloride0.02 Xylene, m,p-µg/g0.03< 0.03Xylene, m,p- O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 3 of 5. Page 322 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (ii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Client I.D. BH 103-20 O. Reg. 153 SS 4 Tbl. 1 - All Sample I.D. B20-06223-3 Date Collected 26-Feb-20 ParameterUnitsR.L. Xylene, o-µg/g0.03< 0.03Xylene, o- Xylene, m,p,o-µg/g0.03< 0.03Xylene, m,p,o-0.05 PHC F1 (C6-C10)µg/g10< 10PHC F1 (C6-C10)25 PHC F1 - BTEXµg/g10< 10PHC F1 - BTEX25 PHC F2 (>C10-C16)µg/g5< 5PHC F2 (>C10-C16)10 PHC F3 (>C16-C34)µg/g1022PHC F3 (>C16-C34)240 PHC F4 (>C34-C50)µg/g10< 10PHC F4 (>C34-C50)120 % moisture%11.1% moisture O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 4 of 5. Page 323 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (ii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Summary of Exceedances O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 5 of 5. Page 324 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (iii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. SiteAnalystDateLabReference ParameterQtyAnalyzedInitialsAnalyzedMethodMethod SVOC2Kingstonsge10-Mar-20C-NAB-S-001 (k)EPA 8270 µg/g = micrograms per gram (parts per million) and is equal to mg/KgUnless otherwise noted all extraction, analysis, QC F1 C6-C10 hydrocarbons in µg/g, (F1-btex if requested)requirements and limits for holding time were met. F2 C10-C16 hydrocarbons in µg/g, (F2-napth if requested)If analyzed for F4 and F4G they are not to be summed F3 C16-C34 hydrocarbons in µg/g, (F3-pah if requested)but the greater of the two numbers are to be used in F4 C34-C50 hydrocarbons in µg/gapplication to the CWS PHC This method complies with the Reference Method for the CWS PHC and is QC will be made available upon request. validated for use in the laboratory. Any deviations from the method are noted and reported for any particular sample. nC6 and nC10 response factor is within 30% of response factor for toluene: nC10,nC16 and nC34 response factors within 10% of each other: C50 response factors within 70% of nC10+nC16+nC34 average: Linearity is within 15%: All results expressed on a dry weight basis. Unless otherwise noted all chromatograms returned to baseline by the retention time of nC50. O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 1 of 3. Page 325 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (iii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Client I.D. BH 103-20 BH 104-20 O. Reg. 153 SS 3SS 3 Tbl. 1 - All Sample I.D. B20-06223-2B20-06223-4 Date Collected 26-Feb-2026-Feb-20 ParameterUnitsR.L. Acenaphtheneµg/g0.05< 0.05< 0.05Acenaphthene0.072 Acenaphthyleneµg/g0.05< 0.05< 0.05Acenaphthylene0.093 Anthraceneµg/g0.05< 0.05< 0.05Anthracene0.16 Benzo(a)anthraceneµg/g0.05< 0.05< 0.05Benzo(a)anthracene0.36 Benzo(a)pyreneµg/g0.05< 0.05< 0.05Benzo(a)pyrene0.3 Benzo(b)fluorantheneµg/g0.05< 0.05< 0.05Benzo(b)fluoranthene0.47 Benzo(b+k)fluorantheneµg/g0.05< 0.05< 0.05Benzo(b+k)fluoranthene Benzo(g,h,i)peryleneµg/g0.05< 0.05< 0.05Benzo(g,h,i)perylene0.68 Benzo(k)fluorantheneµg/g0.05< 0.05< 0.05Benzo(k)fluoranthene0.48 Chrysene Chryseneµg/g0.05< 0.05< 0.052.8 Dibenzo(a,h)anthracene Dibenzo(a,h)anthraceneµg/g0.05< 0.05< 0.050.1 Fluoranthene Fluorantheneµg/g0.05< 0.05< 0.050.56 Fluorene Fluoreneµg/g0.05< 0.05< 0.050.12 Indeno(1,2,3,-cd)pyrene Indeno(1,2,3,-cd)pyreneµg/g0.05< 0.05< 0.050.23 Methylnaphthalene,1- Methylnaphthalene,1-µg/g0.05< 0.05< 0.050.59 Methylnaphthalene,2- Methylnaphthalene,2-µg/g0.05< 0.05< 0.050.59 Methylnaphthalene 2-(1-) Methylnaphthalene 2-(1-)µg/g0.05< 0.05< 0.050.59 Naphthalene Naphthaleneµg/g0.05< 0.05< 0.050.09 Phenanthreneµg/g0.05< 0.05< 0.05Phenanthrene0.69 Pyreneµg/g0.05< 0.05< 0.05Pyrene1 O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 2 of 3. Page 326 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... CERTIFICATE OF ANALYSIS Final Report C.O.C.: G72812REPORT No. B20-06223 (iii) Report To: Caduceon Environmental Laboratories 112 Commerce Park Drive Cambium Environmental 74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 8W8 Tel: Barrie ON L4N 5R7 705-252-5743 Fax: Attention:Natalie Wright705-252-5746 DATE RECEIVED:JOB/PROJECT NO.: 05-Mar-20 DATE REPORTED:11-Mar-20 P.O. NUMBER: 8874-002 SAMPLE MATRIX: Soil WATERWORKS NO. Summary of Exceedances O. Reg. 153 - Soil, Ground Water and Sediment Standards Tbl. 1 - All - Table 1 - Res/Park/Institutional/Indus/Com/Commun R.L. = Reporting Limit Christine Burke Test methods may be modified from specified reference method unless indicated by an *Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 3 of 3. Page 327 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... G72812 Page 1 of 4. 8874-002 705-252-5743705-252-5746 Barrie ON L4N 8W8 Method Reference Tel:Fax: 112 Commerce Park Drive Report No: B20-06223 COC No.: Invoice To: Quote No.: Caduceon Environmental Laboratories P.O. Number: Job/Project No.: Waterworks No.: Lab Method part is prohibited without prior consent Quality Assurance Report Mar-20C-PHC-S-001 (k)CWS Tier 1 Date 09-Mar-20D-ICPMS-01 (o)EPA 602010-Mar-20C-NAB-S-001 (k)EPA 8270 Approved 5009-Mar-20D-CRVI-02 (o)EPA7196A5409-Mar-20A-COND-01 (o)SM 2510B5810-Mar-20A-CN s Kin house2309-Mar-20D-ICP-02 (o)EPA 60100011-Mar-20A-PH-01 (o)SM 4500H0409-Mar-20C-VPHS-01 (rh)CWS Tier 12309-Mar-20D-ICP-01 SAR (o)SM 3120 Time 15:1009-Mar-20D-HG-01 (o)EPA 7471A15:2309-Mar-20D-ICP-01 (o)SM 312011:0209-Mar-20C-VOC-02 (rh)EPA 8260 Analyzed 2015:2409-Mar-20D-HWE sMOE3470 Date Analyzed 06-Mar-2015:1409-Mar-20A-% moisture RH from Caduceon Environmental Laboratories. Date Extracted Initials Analyst Site KingstonUS 10-Mar-2010-Mar-2014:KingstonKPR06-Mar-2009-Mar-2008:1009- Analyzed Holly LaneAHM09-Mar-2009-Mar-Holly LaneLMG09-Mar-2009-Mar-2012:Holly LaneVK 09-Mar-2009-Mar-2009:Holly LanePBK09-Mar-2009-Mar-20Holly LaneTPR09-Mar-2009-Mar-2013:48Holly LaneAHM09-Mar-2009-M ar-20Holly LaneAHM09-Mar-2009-Mar-2015:Holly LaneVK 11-Mar-2011-Mar-2010:Holly LaneAHM09-Mar-2009-Mar-2015: Richmond HillJE 06-Mar-2006-Mar-2011:Richmond HillJE 06-Mar-2006-Mar-20 ЋЋЋЋЋЋЋЋЊЊЋ 2Kingstonsge09-Mar-2010-Mar-2011:11 Ћ Њ 05-Mar-20Chris Malliaros11-Mar-20Soil Qty The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in .͵ .ǒƩƷĭŷ Natalie Wright Analyses Page 328 of 389 Cambium Environmental74 Cedar Pointe Drive, Unit 1009Barrie ON L4N 5R7 Attention:Date Submitted:Samples Submitted By:Samples Received By:Date Reported:Sample Matrix:Temperature Upon Receipt % Moisture1Richmond HillJE 06-Mar-20Boron - HWSChromium (VI)ConductivityCyanideMercuryMetals - ICP-MSMetals - ICP-OESMetals - ICP-OESpHPHC(F1)PHC(F2-F4)Sodium Adsorption RatioSVOCVOC's Report To: 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 329 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 2 of 4. 50-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-140 Limits 22222222222222222222222222 2 1 ЌЊ Б b/ 90 97 87 96 93 Found 109 107 108 134 126 110 129 111 109 118 107 130 111 122 101 110 110 1 106 106 Matrix Spike (% Rec.) 222222222222222222222222222 Report No: B20-06223 (ii) 1 Lab <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Blank 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 Limits (%) part is prohibited without prior consent Quality Assurance Report NC 50<MDLNCNCNCNCNCNCNCNCNCNCNC 50<MDLNC 50<MDLNCNCNCNCNCNCNCNCNCNCNC 50<MDLNCNCNC R.P.D. QC Data 222222222222222222222222222 Duplicate <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Result 2 <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Result 1 from Caduceon Environmental Laboratories. 50-140<MDL<MDL60-13060-13060-13050-14060-13060-13060-13060-13060-13060-13060-130<MDL<MDL50-140<MDL<MDL60-13060-13060-13060-13060-13060-13060-13060-13060-13060-13060-130<MDL<MDL50-14050-14060-130 Limits 222222222222222222222222222 БА 97 95 89 97 94 98 97 97 82 93 79 96 95 95 97 98 LCS Sample (% Rec.) Found 106 109 103 100 103 114 110 0.50.5 0.020.020.020.050.050.020.020.020.050.050.020.020.020.020.020.020.020.020.050.020.05 MDL The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in Parameter Page 330 of 389 Acetone0.5 81BenzeneBromodichloromethaneBromoformBromomethaneCarbon TetrachlorideMonochlorobenzene (Chlorobenzene)ChloroformDibromochloromethaneDichlorobenzene,1,2-Dichlorobenzene,1,3-Dichlor obenzene,1,4-0.05 96Dichlorodifluoromethane0.05 65Dichloroethane,1,1-Dichloroethane,1,2-Dichloroethylene,1,1-Dichloroethene, cis-1,2-Dichloroethene, trans-1,2-Dichloropropane,1,2-Dichlo ropropene, cis-1,3-Dichloropropene, trans-1,3-EthylbenzeneDibromoethane,1,2- (Ethylene Dibromide)Hexane0.02 Methyl Ethyl KetoneMethyl Isobutyl KetoneMethyl-t-butyl Ether 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 3 of 4. 50-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14060-14060-14160-14060-140 Limits 22222222222223111 NC = Not CalculatedNA = Not Applicable ЌЌ 94 83 94 83 98 74 Found 108 106 100 120 127 112 122 1 117 109 105 -- = Not Requested / Analyzed Matrix Spike (% Rec.) 22222222222223111 Report No: B20-06223 (ii) Lab <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Blank 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 Limits (%) part is prohibited without prior consent Quality Assurance Report NCNCNCNCNCNCNCNCNCNCNC 50<MDLNCNCNCNCNCNC R.P.D. QC Data 22222222222223111 Duplicate 12.0 <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Result 2 10.0 <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Result 1 from Caduceon Environmental Laboratories. 60-13060-13060-13060-13060-13060-13060-13060-13060-13050-14050-140<MDL<MDL60-13060-13080-12080-12080-12080-120 Limits g/L, unless otherwise stated 22222222222223111 73 94 89 91 97 97 84 95 94 87 84 LCS Sample (% Rec.) Found 110 114 110 102 107 5 101010 0.2 0.050.050.020.050.050.020.020.050.020.030.03 MDL of Duplicate Pairs at > 10x M.D.L. The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in g/g unless otherwise stated Parameter Page 331 of 389 Dichloromethane (Methylene Chloride)StyreneTetrachloroethane,1,1,1,2-Tetrachloroethane,1,1,2,2-TetrachloroethyleneTolueneTrichloroethane,1,1,1-Trichloroethane,1,1,2-TrichloroethyleneTrichlorofluorome thaneVinyl Chloride0.02 88Xylene, m,p-Xylene, o-PHC F1 (C6-C10)PHC F2 (>C10-C16)PHC F3 (>C16-C34)PHC F4 (>C34-C50) Soil results are expressed in Water results are expressed in mg/L, except SVOC and VOC are in LCS = Laboratory Control StandardR.P.D. = Relative Percent DifferenceSS = Surrogate StandardMDL = Method Detection Limit 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... Page 2 of 3. 50-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-140 Limits 11111111111111111 NC = Not CalculatedNA = Not Applicable 91 90 91 94 98 98 98 97 90 96 84 89 92 Found 102 103 106 111 -- = Not Requested / Analyzed Matrix Spike (% Rec.) 1111111111111111111 Report No: B20-06223 (iii) Lab <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Blank 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 Limits (%) part is prohibited without prior consent Quality Assurance Report NCNCNCNCNCNCNCNCNCNCNCNCNCNCNCNCNCNCNC R.P.D. QC Data 1111111111111111111 Duplicate <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Result 2 <MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL<MDL Result 1 from Caduceon Environmental Laboratories. 50-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-14050-140 Limits g/L, unless otherwise stated 11111111111111111 92 92 92 81 96 95 97 97 92 94 84 88 93 LCS Sample (% Rec.) Found 101 102 106 110 0.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.05 MDL e of Duplicate Pairs at > 10x M.D.L. The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in g/g unless otherwise stated Control Standard Parameter Page 332 of 389 AcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluorantheneBenzo(b+k)fluorantheneBenzo(g,h,i)peryleneBenzo(k)fluorantheneChryseneDibenzo(a,h)anthraceneFluorantheneFluoren eIndeno(1,2,3,-cd)pyreneMethylnaphthalene,1-Methylnaphthalene,2-NaphthalenePhenanthrenePyrene Soil results are expressed in Water results are expressed in mg/L, except SVOC and VOC are in LCS = Laboratory R.P.D. = Relative Percent DifferencSS = Surrogate StandardMDL = Method Detection Limit 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... TS-1 NTS KEY PLAN ORO STATION TOWNSHIP OF ORO-MEDONTE AREA A1 LINE 7 NORTH AREA A2 Page 333 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... SA-1 NTS KEY PLAN ORO STATION TOWNSHIP OF ORO-MEDONTE 7 LINE NORTH Page 334 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... SA-2 NTS KEY PLAN ORO STATION TOWNSHIP OF ORO-MEDONTE ENIL 7 HTRON Page 335 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... EA-1 NTS KEY PLAN ORO STATION TOWNSHIP OF ORO-MEDONTE AREA A1 7 LINE NORTH AREA A2 Page 336 of 389 8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office... DE-1 NTS KEY PLAN ORO STATION TOWNSHIP OF ORO-MEDONTE Page 337 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 338 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 339 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 340 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 341 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 342 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 343 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 344 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 345 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 346 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 347 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 348 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 349 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 350 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 351 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Cannabis Production and Processing Facility Cannabis Production and Processing Facility” Sensitive Land Use Page 352 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... gricultural UseCannabis Production and Processing Facilityannabis.” Specialized Agricultural UseCannabis Production and Processing FacilityCannabis Page 353 of 389 8.f) DS2020-42, Todd Weatherell, Intermediate Planner re: Zoning By-law ... Page 354 of 389 8.g) Robin Dunn, CAO re: Update on COVID-19 Actions. Page 355 of 389 9.a) Announcements of Interest to the Public: Notice of Full Bridge Clos... ! ! MTO Contract 2019-2012 Hwy 11, Oro Line 5 Underpass, Oro Line 9 Underpass, Grouse Creek Culvert, Non-Structural Culverts ! ! RE: Notice of Full Bridge Closures at Oro-Medonte Line 5 and Line 9, Hwy 11 Underpass !! Dmfbsxbufs!Tusvduvsft!Jod/!jt!xsjujoh!up!bewjtf!sftjefout!pg!uif!vqdpnjoh!gvmm!spbe!dmptvsft!pg! Psp.Nfepouf!Mjof!6!bu!uif!Ixz!22!csjehf-!bt!xfmm!bt!Psp.Nfepouf!Mjof!:!bu!uif!Ixz!22!csjehf! gps!csjehf!dpotusvdujpo/!! ! Psp.Nfepouf!Mjof!6!csjehf!pwfs!Ixz!22!xjmm!cf!dmptfe!bu!Mjof!6!Tpvui!boe!Mjof!6!Opsui-!bddftt! up!exfmmjoht!boe!cvtjofttft!xjmm!cf!hsboufe!up!mpdbm!usbggjd!pomz/!!Dspttjoh!pg!uif!csjehf!xjmm!cf! qspijcjufe!evf!up!dpotusvdujpo!pqfsbujpot/!!Uif!dmptvsf!xjmm!cfhjo!Nbsdi!27-!3131!boe!cf!jo! fggfdu!voujm!Opwfncfs!31-!3131/!!Pwfsqbtt!csjehft!bu!Psp!Mjof!4-!8!boe!22!bsf!gvmmz!pqfo!boe!dbo! cf!vtfe!bt!bmufsobuft/! ! Psp.Nfepouf!Mjof!:!csjehf!pwfs!Ixz!22!xjmm!cf!dmptfe!bu!Mjof!:!Tpvui!boe!Mjof!:!Opsui-!bddftt! up!exfmmjoht!boe!cvtjofttft!xjmm!cf!hsboufe!up!mpdbm!usbggjd!pomz/!!Dspttjoh!pg!uif!csjehf!xjmm!cf! qspijcjufe!evf!up!dpotusvdujpo!pqfsbujpot/!!Uif!dmptvsf!xjmm!cfhjo!Nbsdi!27-!3131!boe!cf!jo! fggfdu!voujm!Opwfncfs!31-!3131/!!Pwfsqbtt!csjehft!bu!Psp!Mjof!4-!8!boe!22!bsf!gvmmz!pqfo!boe!dbo! cf!vtfe!bt!bmufsobuft/! ! ! ! ! Head Office 397 Frankcom Street, Ajax, Ontario, L1S 1R4 Tel: 905-686-5203 Fax: 905-686-4763 Page 356 of 389 9.b) Minutes of Barrie Public Library Board meeting held on January 23, ... Page 357 of 389 9.b) Minutes of Barrie Public Library Board meeting held on January 23, ... Page 358 of 389 9.b) Minutes of Barrie Public Library Board meeting held on January 23, ... Page 359 of 389 9.b) Minutes of Barrie Public Library Board meeting held on January 23, ... Page 360 of 389 9.c) Correspondence dated March 10, 2020 from Steve Miguel, Marketing Co... Page 361 of 389 9.c) Correspondence dated March 10, 2020 from Steve Miguel, Marketing Co... Honourable Harry Hughes Mayor Township of Oro-Medonte 148 Line 7, South Oro-Medonte, ON L0L 2E0 March 10, 2020 Request for Proclamation Dear Mayor Harry Hughes or City Clerk On behalf of the Ontario Rett Syndrome Association (O.R.S.A), and the diagnosed individuals living in the Township of Oro-Medonte, I am writing to request your proclamation of the month of October as Rett Syndrome Awareness Month. Rett Syndrome is a rare neurodevelopment condition that affects mainly females (1 in 10,000 births) and is caused by a mutation in the X chromosome. Individuals with Rett syndrome will lose some if not most acquired skills including speech, and gross and fine motor skills. Some never develop the ability to walk or even talk. O.R.S.A. exists to ensure that children and adults with Rett syndrome are enabled to achieve their full potential and enjoy the highest quality of life within their community. This observance gives us a means to focus attention in making it possible for O.R.S.A. to continue public awareness and advocacy, provide parent/family support, operate the Resource Centre, fund research projects through the Hope Fund, host conferences, maintain the Canadian Rett Syndrome Registry, and fund three Rett syndrome clinics in Ontario that provide medical assistance. smiguel@rett.ca or phone at 519-474-6877. Thank you for taking the time to consider recognizing and supporting O.R.S.A. as we strive to build Sincerely, Steve Miguel Marketing Commitee Ontario Rett Syndrome Association Page 362 of 389 9.c) Correspondence dated March 10, 2020 from Steve Miguel, Marketing Co... It is the Ontario Rett PROCLAMATION October as Rett Syndrome Awareness Month WHEREAS!Sfuu!Tzoespnf!jt!b!sbsf!ofvspmphjdbm!dpoejujpo!uibu!jt!sbsfmz!tffo!jo!nbmft!cvu!jt! tffo!bmnptu!fydmvtjwfmz!jo!gfnbmft!boe!jt!cfmjfwfe!up!pddvs!jo!2;21-111!gfnbmf!cjsuit/!!Qbsfout! cfmjfwf!uifz!ibwf!b!ifbmuiz!dijme!boe!uif!tznqupnt!ep!opu!bqqfbs!voujm!b!sfhsfttjpo!cfuxffo!tjy! up!fjhiuffo!npouit!pg!bhf<! ! AND WHEREAS!uispvhipvu!uifjs!mjwft!uiftf!dpvsbhfpvt!dijmesfo!xjmm!offe!upubm!dbsf!boe! dpotubou!tvqqpsu!gspn!uifjs!gbnjmz<!uifz!xjmm!dpncbu!nboz!nfejdbm!dibmmfohft/!!Uifz!nbz!ibwf! tfj{vsft-!ptufpqpsptjt-!tdpmjptjt-!csfbui!ipmejoh-!izqfswfoujmbujpo-!ovusjujpobm!qspcmfnt!boe!tp! nvdi!npsf/!!Bqsbyjb-!xijdi!jt!uif!jobcjmjuz!up!npups!qmbo-!jt!pof!pg!uif!nptu!dibmmfohjoh!btqfdut! pg!Sfuu!Tzoespnf!bmpoh!xjui!mptt!pg!tqffdi<! AND WHEREAS!jo!2:::!ju!xbt!ejtdpwfsfe!uibu!Sfuu!Tzoespnf!jt!qsjnbsjmz!dbvtfe!cz!b! tqpsbejd!nvubujpo!jo!uif!NFDQ3!hfof!po!uif!Y!dispnptpnf-!boe!tjodf!uijt!ejtdpwfsz!uifsf!bsf! nboz!sftfbsdi!qspkfdut!ubljoh!qmbdf!bdsptt!Poubsjp!boe!Dbobeb<! AND WHEREAS!bt!uifsf!jt!op!Dbobejbo!Sfuu!Tzoespnf!Bttpdjbujpo-!uif!Poubsjp!Sfuu! Tzoespnf!Bttpdjbujpo!)P/S/T/B/*!ibt!nfncfst!gspn!nboz!qspwjodft!bdsptt!Dbobeb!boe! uispvhi!epobujpot!boe!gvoesbjtjoh!fggpsut/!P/S/T/B/!gjobodft!uif!Dbobejbo!Sfuu!Tzoespnf! Sfhjtusz-!ibt!gvoefe!pwfs!%611-111!jo!Dbobejbo!Sfuu!tzoespnf!sftfbsdi!qspkfdut-!boe!gjobodjbmmz! tvqqpsut!uif!4!Sfuu!Dmjojdt!jo!Poubsjp-!xjui!pof!jo!Puubxb-!Upspoup!boe!Mpoepo/!!Uif!Sfuu! Tzoespnf!dmjojdt!qspwjef!ejsfdu!dsjujdbm!tvqqpsu!up!uif!gbnjmjft!boe!uifjs!dijme!po!dbsf!boe! nbobhfnfou!jttvft/! NOW THEREFORE-!J-!````````-!Nbzps!pg!uif!```````-!DO HEREBY PROCLAIM! October 2020!bt!RETT SYNDROME AWARENESS MONTH!jo!uif!```````/!J!vshf!bmm! djuj{fot!up!nblf!bo!fggpsu!uijt!npoui!up!mfbso!npsf!Sfuu!Tzoespnf-!gjhiu!tujhnb-!mjhiu!Dbobeb! qvsqmf!boe!xfbs!b!qvsqmf!sjccpo!up!tipx!tvqqpsu/!! Dated ______! Page 363 of 389 9.d) Correspondence dated March 11, and April 23, 2020 from Jeff Yurek, ... Provincial Day of Action on Litter Act, 2019 Page 364 of 389 9.d) Correspondence dated March 11, and April 23, 2020 from Jeff Yurek, ... Page 365 of 389 9.d) Correspondence dated March 11, and April 23, 2020 from Jeff Yurek, ... Page 366 of 389 9.e) Correspondence dated March 12, 2020 from Ellen Blaubergs, Coldwater... Page 367 of 389 575 Dominion Avenue 9.f) Correspondence dated March 23, 2020 from the Town of Midland re: Di... Midland, ON L4R 1R2 Phone: 705-526-4275 The Corporation of the Town of Midland Fax: 705-526-9971 www.midland.ca March 23, 2020 By Fax to: 613.941.6900 & Twitter @CanadianPM, @JustinTrudeau The Right Honourable Justin Trudeau Prime Minister of Canada Langevin Block, Ottawa, Ontario, K1A 0A2 Dear Prime Minister: Re: Direct Payment of Federal Funds to Municipalities to Waive Property Taxes for the Year 2020 - Financial help to alleviate the suffering from COVID-19 Pandemic It is trite to repeat the human and financial toll of the COVID-19 Pandemic. Similarly, the commitment of the federal, provincial and municipal governments toward alleviating the suffering of Canadians does not require repeating. We, at the Town of Midland, in the Province of Ontario, are proposing what we believe to be a simple but effective solution to facilitate the delivery of our common and shared commitment to the financial and psychological well-being of all Canadians. Proposal: 1. Residential Properties (primary residence only) a. Waive 100% of the 2020 property taxes for all residential properties currently assessed at or below $ 500,000.00 by each governing provincial property assessment body; and b. Waive 50% of the 2020 property taxes for all residential properties currently assessed below $ 1,000,000.00; and c. Waive 25% of the 2020 property taxes for all residential properties currently assessed above $1,000,000,00. 2. Industrial, Commercial and Farm Properties a. Waive 100% of the 2020 property taxes for all; industrial, commercial and farm properties currently assessed at under $ 10,000,000.00; and b. Waive 50% of the property taxes for the year 2020 for all industrial, commercial and farm properties currently assessed between $10,000,000.00 and $ 50,000,000.00; and c. Waive 25% of the property taxes for the year 2020 for all industrial, commercial and farm properties assessed above $50,000,000.00. Page 368 of 389 9.f) Correspondence dated March 23, 2020 from the Town of Midland re: Di... Direct Payment of Federal Funds to Municipalities to Waive Property TaxesMarch 23, 2020 3.Federal Transfer Payment to Canadian Municipalities a.Inlieu oftheannual municipal property taxes,the Federal Government transfers funds to municipalities across Canada,asa one-time grant. Advantages of the Proposal: 1.Quick and timely relief; 2.Direct relief to allCanadian homeownersand the business community; 3.Directly protects Canadians who although may be solvent, are unable to easily meet the financialpressures beyond their personal capacity due to COVID-19; 4.Noadditional resources required to assessindividual need and delivery of the relief; 5.Negligible overhead costs for the disbursement of the relief. In fact, it may cut-down on some of the work for municipal staff; and 6.The financial stimulus received from thefederal government will come into circulation immediately and will stay in the community. There are a multitude of other direct and indirect financial and non-financial benefits that will result from the implementation of this proposal. The biggest non-financial impact is that Canadians willsee an immediate financial relief respecting the pressures to make theirproperty tax payments and be better positioned to address other essential needs. In turn, removing this added stress will provide some relief tothealready strained financial and health systems. Asyou are aware, Canadians are entering this time of crisis with a very high amount of house-hold debt and a great deal of financial fragility. Taking this simplestep should alleviate some of those pressures. At the same time,it will keep your municipal governments, and school boardsprimed for continued productivityand forward momentumto address the fallout from COVID-19. Thanking you in anticipation of a favourableresponse. Sincerely, TheCorporation of the Town of Midland Stewart StrathearnAmanpreet Singh Sidhu Mayor ChiefAdministrativeOfficer sstrathearn@midland.caasidhu@midland.ca c:Town of Midland Council Associationof Municipalities of Ontario Province of Ontario Page 2of 2 Page 369 of 389 9.g) Correspondence dated March 30, 2020 from Anita Dubeau, Chair, Simco... March 30, 2020 Alexander Bishop, Director Legalization of Cannabis Branch Policy Division, Ministry of the Attorney General 720 Bay Street, 11th Floor Toronto ON M7A 2S9 Dear Director Bishop: Re: 20-MAG001, Cannabis Consumption Establishments / Special Occasion Permits On behalf of the Board of Health at the Simcoe Muskoka District Health Unit (SMDHU), I am and the concerns expressed re: 20- MAG001, Cannabis Consumption Establishments / Special Occasion Permits. Currently there is a lack of research to support the opening cannabis consumption establishments or issuing special event permits. Also lacking is evidence to outline the long- term impacts of normalizing cannabis use. Presently, individuals in Ontario are permitted to possess and consume cannabis in many public and private spaces; therefore, cannabis cafes, lounges and special event permits are not required at this time. Allowing cannabis consumption establishments and special occasion permits would contribute to the normalization of cannabis use and has been demonstrated with alcohol use in our society, normalization results in proliferation of usage which increases health and social harms. Potential harms from use and normalization of cannabis could include risks of public/over- intoxication, increased impaired driving, potential for falls and other injuries, issues of liability, enforcement issues and ultimately potential for increased hospital ER visits and hospitalizations. Any of these harms would result in increased societal and health costs. The SMDHU Board of Health also supports alPHarequest for assurance that there will be no changes to the Smoke-Free Ontario Act regime as part of this consultation. Page 370 of 389 9.g) Correspondence dated March 30, 2020 from Anita Dubeau, Chair, Simco... Since legalization of cannabis is very recent and the retail market is still expanding, it would be prudent for the government to monitor and assess the impact of these regulatory changes before considering or allowing any further expansion. Sincerely, ORIGINAL Signed By: Anita Dubeau, Chair Simcoe Muskoka District Health Unit Board of Health AD:CS:cm Encl. (1) cc. Association of Local Public Health Agencies Ontario Boards of Health Dr. David Williams, Chief Medical Officer of Health Hon. Christine Elliott, Minister of Health Ontario Public Health Association Local Members of Provincial Parliament in Simcoe Muskoka Municipal Councils in Simcoe Muskoka Page 371 of 389 9.g) Correspondence dated March 30, 2020 from Anita Dubeau, Chair, Simco... 480 University Ave., Suite300 Toronto, Ontario M5G 1V2 Tel: (416) 595-0006 E-mail: info@alphaweb.org Alexander Bishop, Director February 27, 2020 alPHa’s members are Legalization of Cannabis Branch the public health units Policy Division, Ministry of the Attorney General in Ontario. 720 Bay Street, 11th Floor Toronto ON M7A 2S9 alPHa Sections: Re: 20 -MAG001, Cannabis Consumption Establishments / Special Occasion Permits Boards of Health Section On behalf of the Association of Local Public Health Agencies (alPHa) and its member Council of Ontario Medical Officers of Health, Boards of Health and Affiliate organizations, I am writing Medical Officers of today to express our concerns about the consideration of permitting cannabis Health (COMOH) consumption establishments and issuing special occasion permits analogous to those issued for alcohol in Ontario. Affiliate Organizations: We appreciate the note on the Regulatory Registry that changes to the Smoke-Free Ontario Act (SFOA) 2017 are not being considered as part of this consultation, but would Association of Ontario Public Health Business appreciate assurances that there will be no loosening of any of the regulatory restrictions Administrators that protect Ontarians from second-hand smoke in public places in any circumstance. Association of The SFOA’s added protections from exposure to cannabis smoke in enclosed spaces are Public Health Epidemiologists based on the known and significant health risks of inhaling smoke of any kind. We would in Ontario view any motion towards considering exemptions for combustible or vapourized cannabis in any enclosed public place as an unacceptable step backwards. Association of Supervisors of Public Health Inspectors of Irrespective of whether this proposal is intended to exclude combustible or vapourized Ontario cannabis, it also amplifies our concerns about the ongoing liberalization and normalization of the use of harmful substances without proper consideration of their Health Promotion health consequences. Retail expansion of alcohol sales, unrestricted promotion of e- Ontario cigarettes and proposals such as this one are concrete examples of the government’s Ontario Association of willingness to expand the markets for these substances without developing offsetting Public Health Dentistry health promotion policies to mitigate their measurable negative health and social impacts. Ontario Association of Public Health Nursing Leaders We look forward to providing further input to this process as it develops to ensure that these impacts are carefully considered alongside the economic drivers. In the meantime, Ontario Dietitians in we are again asking for assurances that there will be no reversal of any of the SFOA Public Health prohibitions on smoking or vaping in public places at any time in the future. We are also asking that provincial strategies be considered to clearly communicate the health hazards associated with cannabis consumption in general and implement measures to mitigate them. We hope that you will take these requests into careful consideration and we would be pleased to discuss them with you further. To schedule a meeting, please have your staff contact Loretta Ryan, Executive Director, alPHa, at loretta@alphaweb.org or 416-595- 0006 x 222. www.alphaweb.org Providing Leadership in Public Health Management Page 372 of 389 9.g) Correspondence dated March 30, 2020 from Anita Dubeau, Chair, Simco... Yours sincerely, Carmen McGregor, alPHa President COPY: Hon. Christine Elliott, Minister of Health Dr. David Williams, Chief Medical Officer of Health The Association of Local Public Health Agencies (alPHa) is a not-for-profit organization that provides leadership to the boards of health and public health units in Ontario. alPHa advises and lends expertiseto members on the governance, administration and management of health units. The Association also collaborates with governments and other health organizations, advocating for a strong, effective and efficient public health system in the province. Through policy analysis, discussion, collaboration, and advocacy, alPHa’s members and staff act to promote public health policies that form a strong foundation for the improvement of health promotion and protection, disease prevention and surveillance services in all of Ontario’s communities. Page 373 of 389 9.h) Correspondence received April 9, 2020 from Minister Steve Clark, Mi... Page 374 of 389 9.h) Correspondence received April 9, 2020 from Minister Steve Clark, Mi... Development Charges Act Page 375 of 389 9.i) Correspondence dated April 17, 2020 from the Township of North Dump... 3:69!Hsffogjfme!Spbe! QP!Cpy!2171! Bzs-!PO!!O1C!2F1! April 17, 2020 RE: Tourism Orientated Destination Signage Fee Increases This letter is to advise that at its meeting of April 14, 2020, the Council of the Township of North Dumfries received a copy of the County of Haliburton resolution (as attached) specific to the Tourism Orientated Destination Signage Fee Increases. Please be advised that Council of the Township of North Dumfries hereby supports the resolution as presented. Sincerely, ! Ashley Sage Clerk cc. all Ontario municipalities Page 376 of 389 9.i) Correspondence dated April 17, 2020 from the Township of North Dump... Page 377 of 389 10.a) Correspondence dated April 9, 2020 from Paul Mondell, Senior Vice ... April9,2020 AndriaLeigh Director,DevelopmentServices TownshipofOroMedonte 148Line7South OroMedonte,Ontario L0L2E0 DearMs.Leigh Re:DraftPlanofCondominiumandSitePlanApplicationsΑSlopeside2and3,HorseshoeValleyResort FurthertoourtelephoneconversationonApril2,2020,weadvisedthatweareverycloseinfinalizingour applicationsubmissionsforournexttwocondominiumsatHorseshoeResort.Weareclosetosubmitting ourSlopeside2and3DraftPlanofCondominiumandSitePlanapplicationsinthecomingweeks. circumstancestheResorthasclosedtemporarily.OurResortand Asyouknow,duetothecurrent HospitalitybusinessthroughoutNorthAmericahasbeenseverelyimpacted.Tohelpmitigatethe financialimpactoftheseclosureswearetryingtopreservecashasmuchaspossible.However,weare optimisticthatthissituationwillpassandsowefeelitwouldbeprudenttocontinuewithourplanning effortsasmuchaspossibleinthesedifficulttimes.Tothatendweareaskingallofourstakeholdersto assistasmuchaspossible.Whilewewouldstillliketoproceedwiththeseapplicationsweareaskingfor someassistancefromtheTownship.Thiswillputusinamuchbetterpositionlaterthisyearwhenweare abletoreopentheResortandrestartsales. FortheƚǞƓƭŷźƦ͸ƭconsideration,wearerequestingthattheTownshipagreestodeferthefeeslisted belowtoafuturedate: PlanofCondominiumApplication oNonRefundableApplicationFee$5,000+$100/Unit(*toamaximumof$20,000)Α Basedon121unitsapplicationfee,$17,100 oRefundableDepositagainstexpensesandactualcosts$10,000 SitePlanApprovalApplication$6500 WeareanxioustomaketheseapplicationssoonandhopetocommenceasalesprogramintheFall. AssistancefromtheTownshiponthismatterwilladvanceourtimetablesignificantly. Thankyouforyourconsiderationofthismatterandlookingforwardtoyourresponse. Sincerely, PaulMondell Sr.VicePresident,Development 36 KING ST. EAST, SUITE 700, TORONTO, ON, M5C 1E5 | WWW.SKYLINEINVESTMENTS.COM Page 378 of 389 11.a) 2020-026: A By-law to amend the zoning provisions which apply to l... Page 379 of 389 11.a) 2020-026: A By-law to amend the zoning provisions which apply to l... Page 380 of 389 11.b) 2020-046: A By-law to Amend Zoning By-law 97-95, as amended (Canna... Cannabis Production and Processing Facility Cannabis Production and Processing Facility” Sensitive Land Use Page 381 of 389 11.b) 2020-046: A By-law to Amend Zoning By-law 97-95, as amended (Canna... gricultural UseCannabis Production and Processing Facilityannabis.” Specialized Agricultural UseCannabis Production and Processing FacilityCannabis Page 382 of 389 11.c) 2020-048: A By-law to Provide for the Proposed Street Naming, Draf... Page 383 of 389 11.d) 2020-049: A By-law to raise money to aid in the construction of dr... Act Act Page 384 of 389 13.a) Donna Hewitt, Director, Corporate Services and Jennifer Whitley, C... Page 385 of 389 13.a) Donna Hewitt, Director, Corporate Services and Jennifer Whitley, C... Page 386 of 389 13.a) Donna Hewitt, Director, Corporate Services and Jennifer Whitley, C... From:Tourism Oro-Medonte To:Hughes, Harry; Scott, Shawn; Veitch, Ian; Keane, Cathy; Greenlaw, Randy; Hough, Ralph; DeSousa, Tammy Cc:Whitley, Jennifer; Teeter, Janette; Hewitt, Donna Subject:MAT - Memo March 30th 2020 Date:March 30, 2020 9:13:54 PM This email originated from outside of Oro-Medonte's email system. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. March 27, 2020 Mayor Harry Hughes and Members of Council Township of Oro-Medonte 148 Line 7 South Oro-Medonte, ON L0L2E0 Sent by email Re: Tourism Oro-Medonte Dear Mayor and Council, I am writing to acknowledge that this is an extraordinary and unprecedented time and to request if the submission for Tourism Oro-Medonte be delayed until the end of the summer. I would firstly like to thank you for your leadership during this turbulent time and economic crisis for all Canadians and for taking time out of your very busy schedule to read my email and consider my request. As you recall, it was requested that Tourism Oro-Medonte produce a plan and documents to Ms. Whitley by March 31, 2020, regarding our request to Mayor and Council to consider the organization receiving funds from the municipal accommodation tax (MAT). During this extraordinary time and economic uncertainty, the steering committee has not been able to complete all the items requested by Ms. Whitley. I also urge the Township of Oro-Medonte Council members to look closely at what is being proposed by staff, which is to give the MAT to Orillia and Ontario’s Lake Country. Tourism Oro-Medonte is requesting the dealy to provide businesses located in Oro-Medonte the opportunity to solidify the partnerships with stakeholders, the Oro-Medonte Chamber of Commerce, and the proposed new Destination Marketing Organization, Tourism Oro- Medonte. I understand from the CEO of the Tourism Industry Association of Ontario (TIAO) Ms. Beth Potter that the collected MAT does not have to be distributed to the designate destination marketing organization for over a year of the tax inception date. The Ontario Regulation 435/17 Transient Accommodation Tax does not stipulate timelines when municipalities have to distribute the remitted tax. It was suggested that Council members could propose that the municipality collect the MAT and hold onto it until a long-term Oro-Medonte solution be ready for consideration. Given the downturn in the tourism industry, it will take almost a full year before the MAT collected be sufficient to run meaningful marketing campaigns. Page 387 of 389 13.a) Donna Hewitt, Director, Corporate Services and Jennifer Whitley, C... I wish you all the best during these unprecedented times and that you and your families are safe and healthy. Thank you again for your consideration of my request for a delay in Tourism Oro-Medonte’s submission. Please feel free to contact me anytime, and I will be pleased to communicate your correspondence to the Steering Committee. -- Sincerely, Louise Jackson Chair and Founder 705-321-5877 Tourism Oro-Medonte This email was scanned by Bitdefender Page 388 of 389 14.a) 2020-051: Being a by-law to confirm the proceedings of the Special... Municipal Act, 2001, S.O. 2001, C. 25, as amended Page 389 of 389