Record of Site Condition # 213448 Record of Site Condition Under ...

Ontario Ministry of the Environment - Record of Site Condition # 213448

Record of Site Condition

Under Part XV.1 of the Environment Protection Act

Summary

Notice to Readers Concerning Due Diligence

This record of site condition has been filed in the Environmental Site Registry to which the public has

access and which contains a notice advising users of the Environmental Site Registry who have dealings

with any property to consider conducting their own due diligence with respect to the environmental

condition of the property, in addition to reviewing information in the Environmental Site Registry.

Contents of this Record of Site Condition

This record of site condition consists (RSC) of this document which is available to be printed directly from

the Environmental Site Registry as well as all supporting documentation indicated in this RSC to have been

submitted in electronic format to the Ministry of the Environment.

Record of Site Condition Number 213448Date Filed to Environmental Site Registry 2014/05/27Certification Date 2013/11/25Current Property Use CommunityIntended Property Use ResidentialCertificate of Property Use Number No CPUApplicable Site Condition Standards** Full Depth Generic Site Conditions Standard,

with Potable Ground Water, Coarse TexturedSoil, for Residential property use

Property Municipal Address 81 NELSON STREET, HENSALL, ON, N0M1X0

1 of 16Filed Record of Site Condition # 213448 on 2014/05/27

PART 1: PROPERTY OWNERSHIP, PROPERTY INFORMATION AND OWNER'S CERTIFICATIONS

Information about the owner who is submitting or authorizing the submission of the RSC

Owner Name THE TRUSTEE BOARD OF THE PRESBYTERIAN CHURCH IN CANADA

Authorized Person STEPHEN ROCHE

Mailing Address 50 WYNFORD DRIVE, TORONTOONTARIO, CANADA

Postal Code M3C 1J7

Phone (416) 441-1111

Fax (416) 441-2825

Email Address [email protected]


RSC Property Location Information

Municipal Address(es) 81 NELSON STREET, HENSALL, ON N0M 1X0

Municipality Bluewater

Legal Description See Attached Lawyer’s Letter

Assessment Roll Number(s)

4020110001095000000

Property Identifier Number(s)

41225-0162 (LT)

RSC Property Geographical References

Coordinate System UTM

Datum NAD 83

Zone 17

Easting 459,276.15

Northing 4,809,207.84

RSC Property Use Information

The following types of property uses are defined by the Regulation: Agricultural or other use, Commercial use, Community use, Industrial use, Institutional use, Parkland use, and Residential use.

Current Property Use Community

Intended Property Use Residential

Certificate of Property Use has been issued under section 168.6 of the EPA

No


Please See the Signed Statements of Property Owner, or Agent, or Receiver at the End of this RSC

The rest of this page has been left intentionally blank


PART 2: LIST OF REPORTS, SUMMARY OF SITE CONDITIONS AND QUALIFIED PERSON’S STATEMENTS AND CERTIFICATIONSQualified Person's Information

Name JAMES RICHARD WALLS

Type of Membership Under the Professional Geoscientists Act

Practising Member

Membership Number 0669

QP Employer Name R.J. BURNSIDE & ASSOCIATES LIMITED

Mailing Address 15 TOWNLINE, ORANGEVILLEONTARIO, L9W 3R4 CANADA

Phone (519) 941-5331

Fax (519) 941-8120

Email Address [email protected]

Municipal Information

Local or Single-Tier Municipality

Bluewater

Upper-Tier Municipality Huron

Ministry of the Environment District Office

District Office Owen Sound District Office

District Office Address 1580-20th Street East, Owen Sound ON N4K 6H6


Phase One Environmental Site Assessment ReportDocument used as the phase one environmental site assessment report and updates in submitting the RSC for filing

The date the last work on all of the records review, interviews and site reconnaissance components of the phase one environmental site assessment was done (refer to clause 28(1)(a) of O. Reg. 153/04)

(YYYY/MM/DD)

2013/08/19

Type of Report

Report Title Date of Report (YYYY/MM/DD)

Author of Report

Name of ConsultingCompany

P1 ESA Phase One Environmental Site Assessment 81 Nelson Street Hensall, Ontario

2013/08/29 James R. Walls, P.Geo.

R.J. BURNSIDE & ASSOCIATES LIMITED

Reports and Other Documents Related to the Phase One Environmental Site AssessmentReports and other documents relied upon in certifying the information set out in section 10 of Schedule A or otherwise used in conducting the phase one environmental site assessment


Author of Report


N/A


Phase Two Environmental Site Assessment ReportDocument used as the phase two environmental site assessment report and updates in submitting the RSC for filing

The date the last work on all of the planning of the site investigation and conducting the site investigation components of the phase two environmental site assessment was done (refer to clause 33.5(1)(a) of O. Reg. 153/04)

(YYYY/MM/DD)

2013/11/25

Type of Report


Author of Report


P2 ESA Phase Two Environmental Site Assessment 81 Nelson Street Hensall, Ontario

2014/02/04 James R. Walls, P.Geo.

R.J. BURNSIDE & ASSOCIATES LIMITED

Reports and Other Documents Related to the Phase Two Environmental Site AssessmentReports and other documents relied upon in making any certifications in the RSC for the purposes of Part IV of Schedule A or otherwise used in conducting the phase two environmental site assessment

Report Title Date of Report (YYYY/MM/DD).

Author of Report


N/A


Environmental ConditionSection 41 applies? No

Section 43.1 applies? No

Site Condition InformationCertification date (YYYY/MM/DD) 2013/11/25

Total area of RSC property (in hectares) 0.04100

Number of any previously filed RSC that applies to any part of the RSC property

Number of any previously filed Transition Notice that applies to any part of the RSC property

Soil Texture Coarse

Assessment/Restoration Approach Full Depth Generic

Site investigation includes the investigation, sampling and analysis of ground water? Yes

Is there soil present that is sufficient to investigate, sample and analyze soil on, in or under the property in accordance with s. 6, Schedule E of O.Reg. 153/04?

Yes

Site investigation includes the investigation, sampling and analysis of soil on, in or under the property which is used in the RSC?

Yes

Name of the laboratory used to analyze any samples collected of soil, ground water or sediment

AGAT LABORATORIES

Ground water condition (potable, non-potable) Potable

Applicable Site Condition Standard TABLE 2


Table 1 – Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards

Measured Concentration for Contaminants in Soil

ContaminantName

Maximum Concentration

Applicable Site Condition Standard

Unit of Measure

1 Benzene < 0.02 0.21 µg/g

2 Ethylbenzene < 0.05 1.1 µg/g

3 Petroleum Hydrocarbons F1**** < 5 55 µg/g

4 Petroleum Hydrocarbons F2 < 10 98 µg/g



7 Toluene < 0.08 2.3 µg/g

8 Xylene Mixture < 0.05 3.1 µg/g


Table 1 – Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards (Continued)

Ground Water

ContaminantName

Maximum Concentration

Applicable Site Condition Standard

Unit of Measure

1 Benzene < 0.2 5 µg/L

2 Ethylbenzene < 0.1 2.4 µg/L

3 Petroleum Hydrocarbons F1**** < 25 750 µg/L

4 Petroleum Hydrocarbons F2 < 100 150 µg/L



7 Toluene < 0.2 24 µg/L

8 Xylene Mixture < 0.2 300 µg/L


Remedial Action and Mitigation

Remediated Soils

Estimated quantities of the soil, if any, originating at and remaining on the RSC property that have been remediated, at a location either on or off the property, to reduce the concentration of contaminants in the soil. Indicate the remediation process or processes used and the estimated amount of soil remediated by each identified process.

Soil Remediation Process Estimated Quantity of Soil (in-ground volume in m³)

Not applicable. No remediation necessary. 0.0

Description of Remediation

Description of any action taken to reduce the concentration of contaminants (including soil removals) on, in or under the RSC property.

No remediation action necessary.

Soil or Sediment Removed and Not Returned

Estimated quantities of soil or sediment, if any, removed from and not returned to the RSC property.

Estimated Quantity of Soil (in-ground volume in m³) 0.0

Estimated Quantity of Sediment (in-ground volume in m³) 0.0

Soil Brought to the Property

Estimated quantity of the soil, if any, being brought from another property to and deposited at the RSC property, not including any soil that may have originated at but been remediated off the RSC property and that is identified in section 28 of Schedule A.

Estimated Quantity of Soil Brought to the Property(in-ground volume in m³)

0.0


Ground Water Control or Treatment Measures

Ground water control or treatment measures that were required for the RSC property prior to the certification date for the purpose of submitting the RSC for filing.

No ground water control or treatment measures were required.

Ground water control or treatment measures that are required for the RSC property after the certification date.

No ground water control or treatment measures are or will be required.

Estimated volume of ground water, if any, removed from and not returned to the RSC property.

Estimated Volume of Ground Water (in litres) 0.0


Other Activities Including Risk Management Measures

Constructed works that prior to the certification date for the purpose of submitting the RSC for filing, were required to control or otherwise mitigate the release or movement of known existing contaminants at the RSC property.

No constructed works were required.

Constructed works that after the certification date, are required to control or otherwise mitigate the release or movement of known existing contaminants at the RSC property.

No constructed works are required.

Monitoring or Maintenance

Soil Management Measures

Soil monitoring requirements or any requirements for care, maintenance or replacement or any monitoring or control works for known existing contaminants, if any, on the RSC property, after the certification date.

No soil management measures or monitoring are required.

Ground Water Management Measures

Ground water monitoring requirements or requirements for care, maintenance or replacement of any monitoring or control works or known existing contaminants, if any, on the RSC property, after the certification date.

No ground water management measures or monitoring are required.

Remediated or Removed Soil, Sediment or Ground Water From Near Property Boundary

Has any soil, sediment or ground water at the RSC property that is or was located within 3 metres of the RSC property boundary been remediated or removed for the purpose of remediation?

No


Qualified Person’s Statements and CertificationsAs the qualified person, I certify that:

A phase one environmental site assessment of the RSC property, which includes the evaluation of the information gathered from a records review, site reconnaissance, interviews, a report and any updates required, has been conducted in accordance with the regulation by or under the supervision of a qualified person as required by the regulation.

A phase two environmental site assessment of the RSC property, which includes the evaluation of the information gathered from planning and conducting a site investigation, a report, and any updates required, has been conducted in accordance with the regulation by or under the supervision of a qualified person as required by the regulation.

The information represents the site conditions at the sampling points at the time of sampling only and the conditions between and beyond the sampling points may vary.

As of 2013/11/25, in my opinion, based on the phase one environmental site assessment and the phase two environmental site assessment, and any confirmatory sampling, there is no evidence of any contaminants in the soil, ground water or sediment on, in or under the RSC property that would interfere with the type of property use to which the RSC property will be put, as specified in the RSC.

Ground water sampling has been conducted in accordance with the regulation by or under the supervision of a qualified person as required by the regulation.

As of 2013/11/25, in my opinion, based on the phase one and phase two environmental site assessments and any confirmatory sampling, the RSC property meets the applicable full depth generic site condition standards prescribed by section 36 of the regulation for all contaminants prescribed by the regulation in relation to the type of property use for which this RSC is filed, except for those contaminants (if any) specified in this RSC at Table 2, Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment.

As of 2013/11/25, the maximum known concentration of each contaminant in soil, sediment and ground water at the RSC property for which sampling and analysis has been performed is specified in this RSC at Table 1, Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards.

I am a qualified person and have the qualifications required by section 5 of the regulation.

I have in place an insurance policy that satisfies the requirements of section 7 of the regulation.

I acknowledge that the RSC will be submitted for filing in the Environmental Site Registry, that records of site condition that are filed in the Registry are available for examination by the public and that the Registry contains a notice advising users of the Registry who have dealings with any property to consider conducting their own due diligence with respect to the environmental condition of the property, in addition to reviewing information in the Registry.

The opinions expressed in this RSC are engineering or scientific opinions made in accordance with generally accepted principles and practices as recognized by members of the environmental engineering or science profession or discipline practising at the same time and in the same or similar location.

I do not hold and have not held and my employer R.J. BURNSIDE & ASSOCIATES LIMITEDdoes not hold and has not held a direct or indirect interest in the RSC property or any property which includes the RSC property and was the subject of a phase one or two environmental site assessmentor risk assessment upon which this record of site condition is based

To the best of my knowledge, the certifications and statements in this part of the RSC are true as of 2013/11/25.

By signing this RSC, I make no express or implied warranties or guarantees.

By checking the boxes above, and entering my membership/licence number in this submission, I, JAMES RICHARD WALLS, a qualified person as defined in section 5 of O. Reg. 153/04 am, on 2014/05/15:

a) signing this record of site condition submission as a qualified person; and b) making all certifications required as a qualified person for this record of site condition.

I Agree


Additional Documentation Provided by Property Owner or AgentThe following documents have been submitted to the Ministry of the Environment as part of the record of site condition

Certificate of Status or equivalent for the owner

Lawyer’s letter consisting of a legal description of the property

Copy of any deed(s), transfer(s) or other document(s) by which the RSC property was acquired

A Current plan of Survey

Area(s) of Potential Environmental Concern

Table of Current and Past Uses of the Phase One Property

Phase 2 Conceptual Site Model

Owner or agent certification statements

v 4.1.1


CERTIFICATE OF STATUS EQUIVALENT

For Record of Site Condition transaction # 43138904

Site: 81 Nelson Street, Hensall, Bluewater, Ontario

Federal Corporation Number: 95860-3

Corporate Name of Owner: The Trustee Board of the Presbyterian Church in Canada

Corporation Address: 50 Wynford Dr., Toronto, ON, M3C 1J7

Governing Legislation: Special Act of Parliament (SAOP) – 1939-04-05

Status: Active

Directors: listed on following pages listing details for Corporate Profile

Corporations Canada9th Floor, Jean Edmonds Towers South365 Laurier Avenue WestOttawa, Ontario K1A 0C8

Corporations Canada9e étage, Tour Jean-Edmonds sud365 avenue Laurier ouestOttawa (Ontario) K1A 0C8

Date and time of Corporate Profile (YYYY-MM-DD) (AAAA-MM-JJ) Date et heure du Profil corporatif2014-04-15 2:35 PM

Corporate Profile / Profil corporatif

CORPORATE INFORMATION RENSEIGNEMENTS CORPORATIFS

Corporate name Dénomination

Corporation number Numéro de société ou d'organisation95860-3

Governing legislation Régime législatif

Special Act of Parliament (SAOP) - 1939-04-05

Loi spéciale du Parlement (SAOP) - 1939-04-05

THE TRUSTEE BOARD OF THE PRESBYTERIAN CHURCH IN CANADA

Status Statut

Active

Active

REGISTERED OFFICE ADDRESS ADRESSE DU SIÈGE

50 WYNFORD DRTORONTO ON M3C 1J7

Canada

ANNUAL FILINGS DÉPÔTS ANNUELS

Anniversary date (MM-DD) (MM-JJ) Date anniversaire04-05

Filing period (MM-DD) (MM-JJ) Période de dépôt04-01 to/au 06-01

Status of annual filings Statut des dépôts annuels

Not due 2014 N’est pas dûFiled 2013 DéposéFiled 2012 Déposé

Date of last annual meeting (YYYY-MM-DD) (AAAA-MM-JJ) Date de la dernière assemblée annuelle2013-02-28

Type Type

Not available

Pas disponible

1 2/Telephone / Téléphone Email / Courriel Website / Site Web

1-866-333-5556 [email protected] www.corporationscanada.ic.gc.ca

The Corporate Profile sets out the most recent information filed with andaccepted by Corporations Canada as of the date and time set out on theProfile.

Le Profil corporatif fait état des renseignements fournis et acceptés parCorporations Canada à la date et à l'heure indiquées dans le profil.

DIRECTORS ADMINISTRATEURS

Minimum number Nombre minimal10

Maximum number Nombre maximal10

Current number Nombre actuel14

DIANE CAMERON 115 KING ST, STELLARTON NS B0K 1S0, CanadaREV. WALTER HEARN 5752 RIVERSIDE PL, MISSISSAUGA ON L5M 4W5, CanadaLISA (ELIZABETH) WHITWELL 347 LAIRD DR, TORONTO ON M4G 3Y1, CanadaSTEPHEN ROCHE 50 WYNFORD DR, TORONTO ON M3C 1J7, CanadaSTEPHEN KENDALL 50 WYNFORD DR, TORONTO ON M3C 1J7, CanadaWILLIAM HERRIDGE 20 EDGAR AVE, TORONTO ON M4W 2A9, CanadaMARGARET OGILVIE 1125 COLONEL BY DR, C-473 LOEB BLDG, CARLTEON, LAW DEPT, OTTAWA ON K1S 5B6,

CanadaDRUSILLA BRYAN 68 THIRTEENTH ST, ROXBORO QC H8Y 1L7, CanadaBARBARA NAWRATIL 50 WYNFORD DR, TORONTO ON M3C 1J7, CanadaGORDON MARSHALL 23 DIDRICKSON DR., TORONTO ON M3P 1J7, CanadaTOM FISCHER 2 LOMBARD ST, 3RD FLOOR, TORONTO ON M5C 1M1, CanadaESTHER INGLIS 31 FIRE ROUTE 21, BOX 138 , BUCKHORN ON K0L 1J0, CanadaJOHN PAGE 40 KING ST. W, SCOTIA PLAZA, SUITE 2100, TORONTO ON M5H 3C2, CanadaHEATHER CRISP 28 GLEN STEWART AVE, TORONTO ON M4E 1P7, Canada

CORPORATE HISTORY HISTORIQUE CORPORATIF

Corporate name history (YYYY-MM-DD) (AAAA-MM-JJ) Historique de la dénomination

1939-04-05 to present / à maintenant THE TRUSTEE BOARD OF THE PRESBYTERIAN CHURCH INCANADA

Certificates issued (YYYY-MM-DD) (AAAA-MM-JJ) Certificats émis

Some certificates may not be listed. Certains certificats pourraient ne pas être listés.

Documents filed (YYYY-MM-DD) (AAAA-MM-JJ) Documents déposés

2 2/Telephone / Téléphone Email / Courriel Website / Site Web

1-866-333-5556 [email protected] www.corporationscanada.ic.gc.ca

CA5SELS BR4CK~awv~as

February 4, 2014

By E-mail

R.J. Burnside &Associates Limited15 TownlineOrangeville, ON L9W 3R4

Attention: Mr. Jim Walis, P.Geo, QP

Dear Sirs/Mesdames:

[email protected]

tel: 416.869.5349

fax: 416.640.3041

file # 27818-300

Re: Carmel Presbyterian Church, 81 Nelson Street, Hensall, Ontario

We are solicitors for The Trustee Board of The Presbyterian Church in Canada and confirm thefollowing information regarding the above-noted property:

1. Legal description of the property: PT LTS 46 & 47, PL 262 HENSALL AS IN HE2541;S/T AND TNV HE2541 PARTIALLY RELEASED BY R119646; MUNICIPALITY OFBLUEWATER

2. Municipal address: 81 Nelson Street, Hensall, ON NOM 1X0

3. Assessment Roll Number: 4020110001095000000

4. PIN: 41225-0162

5. Owner and Nature of the Owner's Interest: The Trustee Board of The PresbyterianChurch in Canada is the sole beneficial owner of the property in fee simple.

We trust this is satisfactory, but should you have any questions or require any furtherinformation, please do not hesitate to contact the writer.

Yours truly,

Y~D.R. AngelsonD RA/hj nLegal"10050491.1

Cassels Brock &Blackwell LLP 2100 Scotla Plaza, 40 Klnq Street West, Toronto Canada MSH 3C2

tel 416 869 5300 fax 416 360 6877 www.casselsbrock.com

CASSELS BR4CKLAWYER 5

January 30, 2014

By Email

F.J. Burnside &Associates Limited15 TownlineOrangeville, ON L9W 3R4

Attention: Kathleen Langstaff

Dear Ms Langstaff:

[email protected]

tel: 416.869-5349

fax: 416-640-3041

file # 27818-300

Re: Sale of 81 Nelson Street, Hensall - Bluewater, Ontario - Carmel Presbyterian

As requested, please find enclosed herein copy of Application to Change Name-Ownersin favour of The Trustee Board of The Presbyterian Church in Canada duly registeredas Instrument No. HC97930 on January 30, 2014, together with copy of clear executioncertificate against the previous owner, The Trustees of The Congregation of CarmelPresbyterian Church.

We trust this is satisfactory but should you have any questions or require any furtherinformation, please do not hesitate to contact the writer.

Yours truly,

~~~

D. R. AngelsonDRA/hjnEnclosureLegal'10026856.1

Cassels Brock &Blackwell LLP 2100 Scotia Plaza, 40 King Street West, Toronto Canada MSH 3C2

tel 416 869 5300 fax 416 360 8877 www.casselsbrock.com

CERTIFICATE # /NO DE CERTIFICAT:22662442-38402426

CLEAR CERTIFICATE / CERTIFICAT LIBRE

SHERIFF OF /SHERIF DE: COUNTY OF HURON (GODERICH)

DATE OF CERTIFICATE /DATE DU CERTIFICAT: 2014-01-30

THIS CERTIFIES THAT THERE ARE NO WRITS OF EXECUTION, EXTENT ORCERTIFICATES OF LIEN IN MY HANDS AT THE TIME OF SEARCHING AGAINST THE REALAND PERSONAL PROPERTY OF:

JE CERTIFIE, PAR LA PRESENTE, NE PAS AVOIR DE BREF D'EXECUTION, NI DECERTIFICAT DE PRIVILEGE, NI D'ORDONNANCE EN MA POSSESSION AU MOMENT DE LARECHERCHE VISANT LES BIENS MEUBLES OU IMMEUBLES DE:

SURNAME /NOM GIVEN NAMES) / PRENOM(S)

(COMPANY/SOCIETE) THE TRUSTEES OF THE CONGREGATION OF CARMELPRESBYTERIAN CHURCH

CAUTION TO PARTY REQUESTING SEARCH:ENSURE THAT THE ABOVE INDICATED NAME IS THE SAME AS THE NAME SEARCHED.THIS NAME WILL REMAIN CLEAR UNTIL THE CLOSE OF BUSINESS THIS DATE.

AVERTISSEMENT A LA PARTIE QUI DEMANDE LA RECHERCHE:ASSUREZ-VOUS QUE LE NOM INDIQUE CI-DESSUS EST LE MEME QUE CELUI QUI ESTRECHERCHE. CE NOM DEMEURERA VALIDE JUSQU'A LA FIN DE LA JOURNEE DE TRAVAIL.

CHARGE FOR THIS CERTIFICATE /FRAIS POUR CE CERTIFICAT: $11.00

Page 1 of 1

LRO # 22 Application To Change Name-Owners Receipted as HC97930 on 2014 01 30 at 16:27

The applicants) hereby applies to the Land Registrar. yyyy mm dd Page 1 of 1

Properties

PIN 41225 - 0162 LT

Description PT LTS 46 & 47, PL 262 HENSALL AS IN HE2541; S!T & T/W HE2541 PARTIALLYRELEASED BY R119646; MUNICIPALITY OF BLUEWATER

Address 81 NELSON STHENSALL

Party From(s)

Name THE TRUSTEES OF THE CONGREGATION OF CARMEL PRESBYTERIAN CHURCH

Address for Service 81 Nelson StreetHensall, ON

Applicants) Capacity Share

Name THE TRUSTEE BOARD OF THE PRESBYTERIAN CHURCH Registered OwnerIN CANADA

Address for Service 50 Wynford DriveToronto, OntarioM3C 1J7

1, Stephen P. Roche and Stephen Kendall, Members, have the authority to bind the corporation

This document is not authorized under Power of Attorney by this party.

Statements

The name has changed as a result of of the following: I, DAVID RICKEY ANGELSON, am an Ontario solicitor in good standing and haveknowledge of the facts herein. The registered owner being the Trustees of The Congregation of Carmel Presbyterian Church ceased toexist as a congregation since on or about the 31st day of October, 2010 and pursuant to Chapter 64 of the Statutes of Canada (1939)Section 13, title to the property has now vested in the name of The Trustee Board of The Presbyterian Church in Canada and thisstatement is made for no improper purpose.

This document relates to registration no.(s)HE2541

Signed By

David Rickey Angelson 40 King Street West, Suite 2100TorontoM5H 3C2

Tel 416-869-5300

Fax 416-360-8877

have the authority to sign and register the document on behalf of the Applicant(s).

Submitted By

acting for Signed 2014 01 30Applicants)

CASSELS BROCK & BLACKWELL LLP 40 King Street West, Suite 2100 2014 01 30T.......L..

PHASE ONE PROPERTY BOUNDARY,

PHASE TWO PROPERTY BOUNDARY

AND RSC PROPERTY BOUNDARY

033934 PHASE 1 & 2 ESA DRAWING SET.DWGLAYOUT: RSC SURVEY RP-262

PR

IN

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D: F

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ary 2

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“TABLE OF AREAS OF POTENTIAL ENVIRONMENTAL CONCERN”

(as per Clause 16(2)(a), Schedule D, O. Reg. 153/04)

Area of Potential Environmental Concern

1

Location of Area of Potential Environmental Concern on Phase One

Property

Potentially Contaminating

Activity2

Location of PCA (on-site or off-site)

Contaminants of Potential Concern

3

Media Potentially Impacted (Ground water, soil and/or

sediment)

Potential fuel contamination in the area below the above-

ground storage tank (AST)

Northeast portion of Site, ground beneath and near

the AST located inside the church

28. Gasoline and Associated Products Storage in Fixed Tanks

On-site (inside the church)

PHCs, BTEX

soil and groundwater

Notes:

1 – Area of Potential Environmental Concern means the area on, in or under a phase one property where one or more contaminants are potentially present, as determined through the phase one environmental site assessment, including through,

(a) identification of past or present uses on, in or under the phase one property and (b) identification of potentially contaminating activity.

2 - Potentially Contaminating Activity means a use or activity set out in Column A of Table 2 of Schedule D that is occurring or has occurred in a phase one study area.

3 – When completing this column, identify all contaminants of potential concern using the Method Groups as identified in the “Protocol for the Assessment of Properties under Part XV.1 of the Environmental Protection Act, March 9, 2004, amended as of July 1, 2011, as specified below: ABNs PCBs Metals Electrical Conductivity SAR CPs PAHs As, Sb, Se Cr (VI) 1,4 Dioxane THMs Na Hg Dioxins/Furans, PCDDS/PCDFs VOCs B-HWS Methyl Mercury OCs BTEX CI

- high PH

PHCs Ca, Mg CN-

low PH

4 – When submitting a record of site condition for filing, a copy of this table must be attached.

“TABLE OF CURRENT AND PAST USES OF THE PHASE ONE PROPERTY”

As per Clause 16(2)(b), Schedule D, O. Reg. 153/04

Year Name of Owner Description of Property Use Property Use Other Observations from Aerial

Photographs, Fire Insurance Plans, etc.

1875 to 1879 George and James Petty Farmland or undeveloped Agricultural or other use 1875 Plan of Survey

showing lots 46 and 47

1879 to 1882 Donald Bell Farmland or undeveloped Agricultural or other use

1882 to 1885 The Trustees of the Hensall Congregation of the Methodist Church of Canada

Religious gatherings Community use

1885 to 1925 The Trustees of the Hensall South Congregation of the Methodist Church

Religious gatherings Community use 1896 Fire Insurance Plan identifies

building as Methodist church

1925 to 1955 The Trustees of the Congregation of Hensall United Church of Canada

Religious gatherings Community use 1946 Aerial Photograph shows

building on Site

1955 to Present The Trustee Board of the Presbyterian Church in Canada

Religious gatherings Community use 2010 Aerial Image shows

building on Site

Phase Two Conceptual Site Model

81 Nelson Street, Hensall, Ontario

Summary

R.J. Burnside & Associates Limited (Burnside) was retained by the Trustee Board of the

Presbyterian Church in Canada to complete a Phase One Environmental Site Assessment

(ESA) and a Phase Two ESA to examine the property located at 81 Nelson Street in Hensall,

Ontario (hereinafter referred to as the “Site”). Figure 1 provides a site location map.

The purpose of the ESAs is to support the filing of a Record of Site Condition (RSC) for a

change in land use from community to residential, as there are plans to convert a church on the

Site to a single-detached residential dwelling. The church was constructed prior to 1896 and

has been used for more than 100 years by various church congregations for religious

gatherings, but has been vacant since 2010. There is no previous RSC filed in the Registry for

the Site.

It is Burnside’s understanding that there have not been any spills at the Site and there have not

been any remedial actions at the Site. The Phase One ESA did not identify any actual

contamination at the Site. The Phase One ESA identified only one potentially contaminating

activity (PCA) on the Site (an above-ground storage tank inside the church). An area of

potential environmental concern (APEC) was identified in the vicinity of the tank.

A Phase Two ESA was completed, examining the soil and groundwater at the Site for potential

petroleum hydrocarbon contamination (PHC F1 to F4, including BTEX) in the vicinity of the

above-ground storage tank. The analytical results for soil and groundwater samples collected at

the Site confirm that concentrations of contaminants of potential concern were below the

analytical detection limits and below the Table 2 Residential Site Condition Standards for PHC

F1 to F4 and for BTEX.

The Phase Two Conceptual Site Model, which represents the current condition of the Phase

Two property, has been prepared in accordance with Schedule E, Part V, Table 1, S6(x) of

Ontario Regulation 153/04 (as amended). No contaminants are present at concentrations

above the Table 2 Residential Site Condition Standards. Based on the work completed to date,

submission of a Record of Site Condition for Residential land use is considered appropriate.

2 Phase Two Conceptual Site Model 81 Nelson Street, Hensall, ON

1.0 Property Information

The Site is a rectangular shaped property on the east side of Nelson Street with a road frontage

of 14.6 m, a depth of 28 m and a total area of 408.8 m2 (0.041 hectares). Figure 4 identifies the

Site boundary, the location of the church, location of the tank inside the church, location of PCA

and APEC associated with the tank, location of the monitoring wells, neighbouring land use,

roadways and the inferred direction of shallow groundwater flow. The Site is owned by the

Trustee Board of the Presbyterian Church in Canada (the sole beneficial owner of the property

in fee simple) and the church has been vacant since 2010.

The municipal address of the Site is 81 Nelson Street, Hensall, in the municipality of Bluewater,

Huron County, Ontario. Land registry information states the legal description of the Site is Part

Lots 46 and 47, Plan 262, Hensall as in HE2541; S/T and T/W HE2541 partially released by

R119646; Municipality of Bluewater. The property identification number (PIN) is 41225-0162.

The Assessment Roll Number is 4020110001095000000. A letter from the client’s lawyer

confirming the above legal description is attached to the Record of Site Condition.

1.1 Historical Land Use

A plan of the village of Hensall dated 1875, referred to as “Petty’s First Survey” shows the Site

was owned by George and James Petty, founders of the community of Hensall. The Site is

occupied by the Carmel Presbyterian Church, which was constructed prior to 1896. The church

has been used for more than 100 years by various church congregations for religious

gatherings, but has been vacant since 2010. Nelson Street borders the west boundary of the

Site. Properties to the north, west and east are residential. Immediately south of the Site is a

right-of-way (a laneway), which provides access to a residential garage on the residential

property east of the Site.

1.2 Planning Conversion to Residential Dwelling

As the Site was no longer being used by the church organization, the property was put up for

sale. A number of buyers have shown an interest in the Site, with plans to convert the church

into a single-detached residential dwelling. The conversion plans are simple modifications to

make the interior of the building suitable for residential use, while maintaining the character and

structure of the building.


2.0 Regional Setting

2.1 Regional Topography / Water Bodies

The Site is within the Black Creek watershed. There are no water bodies in the study area.

Lake Huron is located about 15 km west of the Site. Elevation of the study area ranges from

about 270 to 275 m above sea level (asl) with regional topography gently sloping to the west

(Figure 2). The topography of the Site is flat. Regional groundwater flow is interpreted to flow

westward, towards Lake Huron.

There are no areas of natural significance in the study area.

There are no drinking water wells at the Site or in the study area. The Site and study area are

serviced by a municipal water supply. Treated water is delivered to the Hensall Distribution

System by a trunk main, from the Lake Huron Primary Water Supply System.

2.2 Regional Geology

Geological information from the MOE Well Record database indicates the uppermost layer of

the overburden in the study area consists of sand and silt (1 to 2 m), overlying a thick clay layer

(about 20 m thick). Bedrock, at a depth of about 22 m below ground surface (bgs), is described

as limestone, dolostone and shale of the Dundee Formation. Figure 3 provides a cross section

of the interpreted regional geology.

3.0 Potentially Contaminating Activities

The Phase One ESA identified an above-ground storage tank, located inside the church, as a

potentially contaminating activity (PCA), listed in Schedule D, Part VI, Table 2, under Item #28

(Gasoline and Associated Products Storage in Fixed Tanks). There were no other PCAs

identified on the Site. There were no indications that soil or fill material had been brought from

another property and deposited on the Site.

The tank is situated above grade, inside the west wall of the washroom (Figure 5). The tank

was formerly used to store furnace oil (decommissioned in 1988). There was no odour, staining

or evidence of contamination observed near the tank, on the floor, or in the crawl space beneath

the floor.

4 Phase Two Conceptual Site Model 81 Nelson Street, Hensall, ON Tanks are located on two other properties in the study area, which are listed as off-site PCAs in

the Phase One ESA. Due to their off-site locations, distance from the Site and the direction of

groundwater flow, it is the opinion of the QPESA that these off-site PCA locations are not areas of

environmental concern in relation to the Site.

4.0 Areas of Potential Environmental Concern

An area of potential environmental concern (APEC) was identified by the Phase One ESA in the

vicinity of the above ground tank located inside the church (tank is identified as a PCA). There

were no other areas of potential environmental concern identified at the Site. The contaminants

of potential concern associated with the tank are petroleum hydrocarbons (PHC F1 to F4),

which includes benzene, toluene, ethylbenzene and xylenes (BTEX).

Soil and groundwater in the vicinity of the above ground tank were identified as the media that

may potentially be impacted by the contaminants of potential concern.

The Site is serviced with overhead electrical wires. Other utilities (natural gas, telephone) enter

the south side of the church and would not likely affect potential contaminant transport.

5.0 Phase Two ESA Sampling Program

The church is a one-storey building with a sunken lower level (basement). The ground surface

beneath the church is about 0.4 m below grade. During the Phase Two ESA, three boreholes

were advanced in the vicinity of the fuel tank (PCA), to collect soil and groundwater samples in

the area of potential environmental concern (APEC). One borehole was advanced outside, into

the ground on the north side of the church. Two boreholes were advanced from inside the

church, into the ground surface beneath the church. There was no evidence of non-aqueous

phase liquids (NAPL), free product, unusual odours, staining or sheen in the soil or

groundwater. There were no indications of any contamination.

Soil and groundwater samples were analyzed for contaminants of potential concern associated

with the tank, specifically, petroleum hydrocarbons (PHC F1 to F4), which includes benzene,

toluene, ethylbenzene and xylenes (BTEX). The analytical results confirm that concentrations

of contaminants of potential concern were below the analytical detection limits and below the

Table 2 Residential Site Condition Standards for PHC F1 to F4 and for BTEX.


5.1 Physical Setting

The Site stratigraphy is similar to the local stratigraphy reported in historical borehole logs of the

Hensall area from the MOE Well Record database. The Phase Two ESA drilling program

determined that the uppermost layer of the stratigraphy of the Site consists of native sand and

silt, extending to a depth of 1.4 to 2.0 m below ground surface, overlying native clay till.

The clay till layer extends from a depth of about 1.4 m below ground surface (bgs) to beyond the

ends of the boreholes (greater than 4.5 m bgs). Grain size analyses characterize the clay till as

fine textured soil, containing 82% to 85% by mass, particles smaller than 75 µm.

Based on local well records, the clay till layer is about 20 m thick, overlying bedrock

(encountered at a depth of about 22 m bgs) consisting of the Dundee Formation, described as

limestone, dolostone and shale.

Static water level measurements indicate the groundwater level is 3.5 m bgs and is present in

the clay till, with a perched water table at about 1 m bgs in the overlying sand and silt layer. The

horizontal hydraulic gradient in the perched water table is calculated to be 0.08 to the west and

the hydraulic gradient in the clay till unit is estimated to be about 0.08. Shallow groundwater

flow direction is interpreted to flow westward. Cross sections illustrating the interpreted Site

stratigraphy are shown in Figure 6 and Figure 7.

5.2 Applicable Site Condition Standards

5.2.1 Soil SCS

For characterization purposes, the results of the soil analyses were compared to the Ministry of

the Environment’s Soil, Ground Water and Sediment Standards for Use under Part XV.1 of the

Environmental Protection Act, Table 2: Full Depth Generic Site Condition Standards in a

Potable Ground Water Condition.

The following were considered in determining the applicable Site Condition Standards:

The residential standards were applied as there are potential plans to convert the church to

a single-detached residential dwelling.

Soil samples were collected from the sand and silt layer, therefore, the coarse textured soil

criteria were used for comparison to analytical results.


Soil samples were collected from each borehole and submitted for pH analysis, ensuring

that a shallow soil sample, less than 1.5 m below ground, and a soil sample collected from a

depth below 1.5 m was analyzed for pH. Values range from 7.61 to 7.97, confirming that

soil pH is within the acceptable range and does not classify the Site as sensitive.

The Site is not a shallow soil property and is not within 30 m of a water body.

There are no areas of natural significance in the study area and the Site is not in an

environmentally sensitive area.

5.2.2 Ground Water SCS

The results of the groundwater analyses were compared to the Ministry of the Environment’s

Soil, Ground Water and Sediment Standards for Use under Part XV.1 of the Environmental

Protection Act, Table 2: Full Depth Generic Site Condition Standards in a Potable Ground

Water Condition for All Types of Property Use.

5.3 Analytical Results Based on the Phase Two ESA, the concentrations of contaminants of potential concern (PHCs,

including BTEX) in the soil samples collected at the Site are below the analytical detection limits

and below the Table 2 Residential Site Condition Standards for coarse textured soils.

Based on the Phase Two ESA, the concentrations of contaminants of potential concern in the

groundwater samples (PHCs, including BTEX) are below the analytical detection limits and

below the Table 2 Potable Ground Water Site Condition Standards.

A summary of Site conditions, including a table displaying analytical results for the three

sampling locations (MW-1, MW-2 and MW-3), is presented as Figure 8, showing that no

contaminants are present at concentrations above the applicable site condition standards.

6.0 Record of Site Condition

Based on the work completed to date, submission of a Record of Site Condition for Residential

land use is considered appropriate.


FIGURES LIST

1 Site Location Map

2 Regional Plan

3 Regional Cross Section A-A’

4 Site Plan

5 Building Plan

6 Site Cross Section A-A’

7 Site Cross Section B-B’

8 Summary of Site Conditions

Hensall

SITE

FIGURE 1 - SITE LOCATION MAP

THE PRESBYTERIAN CHURCH IN CANADA

81 NELSON ST., HENSALL, ON

CONCEPTUAL SITE MODEL

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KEY MAP OF ONTARIO

Location of Detail

Ottawa

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Map Reference:

Google Earth Professional, Google Maps

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FIGURE 2



REGIONAL PLAN

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APPROXIMATE BOUNDARY OF PHASE ONE

PROPERTY, PHASE TWO PROPERTY AND

RSC PROPERTY

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Air Photo Source:

Background colour air photo obtained from Google Earth Professional

Background 2010 colour air photo obtained from from First Base

Solutions Inc., © 2013 First Base Solutions Inc.

INFERRED SHALLOW GROUNDWATER

FLOW DIRECTION

APPROXIMATE STUDY AREA

A A'

CROSS-SECTION ORIENTATION

MOE WELL LOCATION

Location obtained from MOE water well records

OFF-SITE POTENTIALLY CONTAMINATING

ACTIVITY (PCA #28). NOT AN AREA OF

POTENTIAL ENVIRONMENTAL CONCERN (APEC)

RELATING TO THE SITE.

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GEOLOGICAL STRATIGRAPHY

EXISTING GROUND PROFILE

WELL LOCATION & DESIGNATION

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CARMEL PRESBYTERIAN CHURCH

81 NELSON STREET, HENSALL, ON

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SITE PLAN

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Background 2010 air photo obtained from First Base Solutions

Inc., © 2013 First Base Solutions Inc.

DECOMMISSIONED (1988) ABOVE-GROUND

FURNACE OIL TANK INSIDE CHURCH, IDENTIFIED

AS A POTENTIALLY CONTAMINATING ACTIVITY

(PCA) AND AREA OF POTENTIAL

ENVIRONMENTAL CONCERN (APEC)

MONITORING WELL LOCATION

By Burnside, November 2013

MOE WELL LOCATION


A A'

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BUILDING PLAN

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Plan Source:

Background basement plan obtained from MELABU Design &

Drafting, Plan 1, Church Plans Existing, dated 05/01/13.




(PCA) AND AREA OF POTENTIAL ENVIRONMENTAL

CONCERN (APEC)




PROPERTY, PHASE TWO PROPERTY AND RSC

PROPERTY

(Boundary information obtained from Survey Report

by D. Culbert O.L.S., dated September 27, 2002)

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INTERPRETED GROUNDWATER

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SITE CROSS-SECTION A-A'

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STATIC WATER LEVEL

November 25, 2013




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November 25, 2013

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CARMEL PRESBYTERIAN CHURCH

81 NELSON STREET, HENSALL, ON

MW-1

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98.23

98.41

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FIGURE 8



SUMMARY OF

SITE CONDITIONS

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Background 2010 air photo obtained from First Base Solutions Inc.,

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INTERPRETED SHALLOW GROUNDWATER FLOW

DIRECTION




(PCA)



GROUNDWATER ELEVATION (metres relative to

local datum), November 25, 2013

Bench Mark - Top of stone window ledge on north side

of church assumed to be 100.00 m

98.41

MOE WELL LOCATION


Note:

Analytical results for soil and groundwater samples are all below

analytical detection limits and below MOE Table 2 SCS for Residential

Property Use.

Record of Site Condition # 213448 Record of Site Condition Under ...

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Transcript of Record of Site Condition # 213448 Record of Site Condition Under ...