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
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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;
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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:
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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
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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.
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2.a) Motion to Adopt the Agenda.
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2.a) Motion to Adopt the Agenda.
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2.a) Motion to Adopt the Agenda.
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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
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3.a) 2020-050: A By-law to amend By-Law No. 2020-036 (A By-law to amend ...
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.a) Minutes of Council meeting held on Wednesday, March 11, 2020.
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5.b) Minutes of Special Council meeting held on Friday, March 13, 2020 m...
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5.c) Minutes of Special Council meeting held on Friday, March 13, 2020 (...
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5.d) Minutes of Special Council meeting #1 held on Tuesday, March 24, 20...
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5.d) Minutes of Special Council meeting #1 held on Tuesday, March 24, 20...
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5.e) Minutes of Special Council meeting #2 held on Tuesday, March 24, 20...
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5.f) Minutes of Special Council meeting held on Friday, April 3, 2020.
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5.f) Minutes of Special Council meeting held on Friday, April 3, 2020.
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5.f) Minutes of Special Council meeting held on Friday, April 3, 2020.
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5.f) Minutes of Special Council meeting held on Friday, April 3, 2020.
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5.f) Minutes of Special Council meeting held on Friday, April 3, 2020.
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5.f) Minutes of Special Council meeting held on Friday, April 3, 2020.
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5.f) Minutes of Special Council meeting held on Friday, April 3, 2020.
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5.g) Minutes of Public meeting held on Tuesday, April 7, 2020.
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5.g) Minutes of Public meeting held on Tuesday, April 7, 2020.
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5.g) Minutes of Public meeting held on Tuesday, April 7, 2020.
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5.g) Minutes of Public meeting held on Tuesday, April 7, 2020.
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7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou...
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7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou...
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7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou...
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7.a) FI2020-4, Janice MacDonald, Accounting Clerk re: Statement of Accou...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.a) FI2020-6, Mark DesLauriers, Chief Financial Officer/Treasurer re: F...
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8.b) FI2020-5, Shannon Stewart, Deputy Treasurer/Tax Collector re: Borro...
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8.b) FI2020-5, Shannon Stewart, Deputy Treasurer/Tax Collector re: Borro...
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8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend...
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8.c) DS2020-37, Andy Karaiskakis, Senior Planner re: Zoning By-law Amend...
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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
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12
400
Hor
seshoe Valley Rd.
Old
Barrie Rd.
11
Schedule 2
Aerial Photo
Subject Lands
0150 m
File Number: 2020-ZBA-01
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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
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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
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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
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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
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o
o
o
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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
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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
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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
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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
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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
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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
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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.
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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.
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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.
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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.
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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
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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
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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.
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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.
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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.
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OroStation DevCo Inc.
Ref. No.: 8874-002
2020-04-07
Appendix A
Source Site 1 Geotechnical Investigation Report (PML, 2018)
Cambium Inc.
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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.
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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
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Nbslibn-PO
M4U8X5
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Re:EnvironmentalTesting
ProposedHONIFacility
UniversityAvenue,Orillia,Ontario
Hfoumfnfo;
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SOIL
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optpjmdpodfsotxfsfjefoujgjfe/
GROUNDWATER
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opufyqfdufeevsjohtjufefwfmpqnfou/
SUMMARY
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jefoujgjfeboeopgvsuifsuftujohjtsfdpnnfoefebuuijtujnf/
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LAWRENCE,FLEMMINGANDASSOCIATESLIMITED
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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
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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
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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
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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;
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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
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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).
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FIGURES
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SITE LOCATION
DETAIL
SITE (See Detail)
SITE LOCATION MAP
Soil Investigation
1
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2
Soil Investigation
SITE LAYOUT AND SAMPLING LOCATIONS
Monitoring WellBorehole
LEGEND
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TABLES
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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
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Table 2.2Soil Sample SummarySoil InvestigationUniversity Avenue, Orillia, ON
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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...
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Page 218 of 389
8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office...
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NUF!tubgg!xjmm!pqfsbuf!b!qipup.jpoj{bujpo!efufdups!)QJE*!evsjoh!uif!gjfme!tbnqmjoh!bdujwjujft!up!
tdsffo!tpjm!boe!xbufs!tbnqmft-!bt!xfmm!bt!up!npojups!sfbm!ujnf!pshbojd!wbqpvs!dpodfousbujpot!jo!
uif!bjs!jo!uif!xpsl!bsfb/!!Uif!bdujpo!mfwfmt!up!cf!vtfe!bu!uijt!Tjuf!xjmm!cf!6!qqn!gps!b!26!njovuf!
bwfsbhf/!!Jg!uif!epxoxjoe!dpodfousbujpot!fydffe!uif!bdujpo!mfwfm-!NUF!Fowjsponfoubm!tubgg!xjmm!
fjuifs!epo!sftqjsbupst!xjui!WPD!dbsusjehft!ps!mfbwf!uif!bsfb!xifsf!uif!bdujpo!mfwfm!jt!fydffefe/!
!
7/1!TJUF!BDDFTT!
!
Bddftt!up!uif!Tjuf!jt!qspwjefe!bmpoh!Vojwfstjuz!Bwfovf/!
!
Bt!tubufe!bcpwf-!boz!NUF!tubgg!uibu!epft!opu!ibwf!b!sftqjsbups!tibmm!mfbwf!uif!bsfb!pg!uif!
dpoubnjobufe!tpjm!fydbwbujpo!jg!QJE!mfwfmt!fydffe!uif!bdujpo!mfwfm/!
!
Page 219 of 389
8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office...
Evsjoh!Tjuf!bdujwjujft-!bmm!NUF!tubgg!qsftfou!tibmm!cf!sfrvjsfe!up;!
¸!Xfbs!tbgfuz!hmbttft-!tvshjdbm!hmpwft-!sftqjsbupst!jg!sfrvjsfe!cz!QJE!nfbtvsfnfout<!
¸!Sfgsbjo!gspn!ipstfqmbz<!
¸!Vtf!uif!cveez!tztufn<!
¸!Cf!bmfsu!gps!tjhot!pg!ifbu!ps!dpme!tusftt<!boe!
¸!Sfgsbjo!gspn!fbujoh-!esjoljoh-!tnpljoh-!ps!bqqmzjoh!nblfvq/!
!
8/1!SFRVJSFE!USBJOJOH!
!
Bmm!NUF!boe!tvcdpousbdups!tubgg!xpsljoh!bu!uif!Tjuf!bu!boz!ujnf!nvtu!ibwf!dpnqmfufe!NUFt!
tbgfuz!psjfoubujpo/!!Jo!beejujpo-!boz!tubgg!qsftfou!jo!uif!fydmvtjpo!{pof!gps!uif!dpoubnjobufe!tpjm!
jowftujhbujpo!nvtu!ibwf!dpnqmfufe!XINJT!Usbjojoh/!
!
9/1!OPJTF!
!
Qsfwjpvt!fyqfsjfodf!joejdbuft!uif!opjtf!mfwfm!evsjoh!vtf!pg!fydbwbujpo!nbdijofsz!nbz!fydffe!
uif!NPM!qspqptfe!opjtf!fyqptvsf!mfwfm!pg!96!eCB!)efdjcfmt!po!B.xfjhiufe!tdbmf*/!!Uifsfgpsf-!
bmm!xpslfst!pqfsbujoh!po.Tjuf!evsjoh!vtf!pg!uijt!frvjqnfou!tipvme!xfbs!ifbsjoh!qspufdujpo!jo!uif!
gpsn!pg!qmvht!boe0ps!nvggt/!
:/1!TQJMM!DPOUBJONFOU!
Uifsf!jt!b!mpx!qpufoujbm!gps!tqjmmt!sfmbufe!up!uif!jowftujhbujpo!boe!tbnqmjoh!bdujwjujft-!ps!boz!puifs!
NUF!bdujwjujft!bu!uif!Tjuf/!!Bddpsejohmz-!uijt!qmbo!epft!opu!beesftt!tqjmm!sftqpotf!boe!sfgfsfodf!
up!uif!qspqfsuz!pxofst!ps!hfofsbm!dpousbdupst!fnfshfodz!sftqpotf!qmbo!jt!sfrvjsfe/!!Jo!uif!
vomjlfmz!fwfou!uibu!b!tqjmm!pddvst-!uif!NPF!Tqjmmt!Bdujpo!Dfousf!tipvme!cf!dpoubdufe!
jnnfejbufmz!bu!2.911.379.7171/!
!
21/1!EFDPOUBNJOBUJPO!
!
Bt!NUF!tubgg!fyju!uif!fydmvtjpo!{pof-!uifz!xjmm!sfnpwf!tvshjdbm!hmpwft!'!qmbdf!uifn!jotjef!
hbscbhf!cbht/!!Uif!hbscbhf!cbht!xjmm!cf!qmbdfe!jo!potjuf!mvhhfs!cjot!ps!esvnt!gps!ejtqptbm/!!Jg!
sftqjsbupst!xfsf!vtfe-!uifz!xjmm!cf!dmfbofe!pgg!xjui!ejtqptbm!xjqft!up!sfnpwf!boz!evtu/!!Uif!
QJE-!boe!boz!puifs!gjfme!frvjqnfou!up!cf!sfvtfe-!tibmm!bmtp!cf!xjqfe!epxo!xjui!ejtqptbm!xjqft/!
!
Evf!up!uif!tipsu!evsbujpo!pg!uif!xpsl-!dibohf!sppnt!boe!tipxfst!xjmm!opu!cf!bwbjmbcmf!bu!uif!
Tjuf/!!NUF!tubgg!uibu!xbt!jo!uif!fydmvtjpo!{pof!tibmm!tipxfs!bu!ipnf!ps!bu!jut!pggjdf-!boe!dibohf!
joup!dmfbo!dmpuijoh/!!Dmpuijoh!uibu!xbt!xpso!potjuf!tibmm!cf!mbvoefsfe!cz!jutfmg!)j/f/!opu!dpncjofe!
xjui!puifs!ipvtfipme!mbvoesz*!cz!tubgg!jo!uifjs!ipnft/!!!
!
22/1!FNFSHFODZ!JOGPSNBUJPO!
Jo!uif!fwfou!pg!b!nfejdbm!fnfshfodz;!
!
Bncvmbodf-!Qpmjdf-!Gjsf;!!:22!
NPF!Tqjmmt!ps!Fnfshfodjft;!!2.911.378.2484!
Jo!fwfou!pg!bo!fnfshfodz-!tubgg!xjmm!cf!usbotqpsufe!up!uif!ofbsftu!fnfshfodz!dbsf!gbdjmjuz;!
Psjmmjb!Tpmejfst!Nfnpsjbm!Iptqjubm!
281!Dpmcpsof!Tu!X-!Psjmmjb-!PO!M4W!3\[4!
)816*!436!3312!
TFF!BUUBDIFE!EJSFUJPOT
Page 220 of 389
8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office...
Page 221 of 389
8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office...
Page 222 of 389
8.e) DS2020-45, Curtis Shelswell, Chief Municipal Law Enforcement Office...
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
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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
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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
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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
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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
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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
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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
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APPENDIX D
LABORATORY CERTIFICATES OF ANALYSIS
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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.
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SA-1
NTS
KEY PLAN
ORO STATION
TOWNSHIP OF ORO-MEDONTE
7 LINE NORTH
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DE-1
NTS
KEY PLAN
ORO STATION
TOWNSHIP OF ORO-MEDONTE
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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 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.
FortheƚǞƓƭŷźƦƭconsideration,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