Phase I Environmental Site Assessment Britannia Plaza 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street Ottawa, Ontario

PHASE I ENVIRONMENTAL SITE ASSESSMENT BRITANNIA PLAZA 1463-1495 RICHMOND ROAD, 359-373 POULIN AVENUE AND 2648-2664 PRISCILLA STREET OTTAWA, ONTARIO

Submitted to:

Colonnade Management 16 Concourse Gate, Suite 200 Ottawa, Ontario K2E 7S8

Submitted by:

AMEC Environment & Infrastructure a division of AMEC Americas Limited 300 – 210 Colonnade Road South Nepean, Ontario K2E 7L5

April 2012

TZ12006

Distribution:  Colonnade Management - 2 hard copies and one electronic copy  AMEC Environment & Infrastructure - 1 electronic copy

May 10, 2012

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Colonnade Management 16 Concourse Gate Suite 200 Ottawa, Ontario K2E 7S8

Attention: Lois Longley Property Manager

Dear Ms. Longley:

RE: Final Report - Phase I Environmental Site Assessment Britannia Plaza 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street, Ottawa, Ontario

Please find enclosed two (2) hard copies and one (1) electronic copy of our final report entitled “Phase I Environmental Site Assessment, Britannia Plaza, 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street, Ottawa, Ontario.”

We thank you for entrusting us with this assignment and look forward to future opportunities with your firm.

In the meantime, should you have any questions or require any additional information, please do not hesitate to contact the undersigned.

Yours truly,

AMEC Environment & Infrastructure, a division of AMEC Americas Limited

Brock Ibbott, B.A., Env. Mgt. Project Manager

Enclosures (2)

P:\Projects in Progress\1 Environmental\2012\TZ12006 - Britannia Plaza Phase I & II ESAs\Report\TZ12006 Britannia Plaza 2012.doc

AMEC Environment & Infrastructure a division of AMEC Americas Limited 300 - 210 Colonnade Road South Ottawa (Nepean), Ontario CANADA K2E 7L5 Tel (613) 727-0658 Fax (613 727 9465 www.amec.com

Colonnade Management Phase I Environmental Site Assessment Britannia Plaza – 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street May 2012

EXECUTIVE SUMMARY

AMEC Environment & Infrastructure, a division of AMEC Americas Limited (“AMEC”), was retained by Colonnade Management (“Colonnade”) to conduct a Phase I Environmental Site Assessment (ESA) of a commercial property located at 14631463-1495 Richmond Road, 359- 373 Poulin Avenue and 2648-2664 Priscilla Street, in Ottawa, Ontario (the “Site”). The Site is commonly known as Britannia Plaza and is legally described as 2648-2664 Priscilla 361-373; Poulin Plan 427924 Block A; Richmond N Less Registered Plan 5R-11440; Part 1. Currently, the Site is owned by Mont Blanc Britannia Investments Inc. (“Mont Blanc”) and was occupied by various tenants engaged in retail commercial activities.

This Phase I ESA was conducted in accordance with the Phase I ESA standard as defined by the Canadian Standards Association (CSA) standards document entitled Phase I Environmental Site Assessment, Z768-01 (November 2001, reaffirmed 2006) and the Terms of Reference provided in AMEC’s proposal OP8969 dated March 2, 2012. This Phase I ESA does not meet the requirements of the Phase One ESA standard as defined by Ontario Regulation 153/04 Records of Site Condition, Part XV.1 of the Environmental Protection Act (EPA), as amended, and is thus not intended to support the filing of a Record of Site Condition.

Lorretta Pinder of AMEC conducted a Site reconnaissance on March 26, 2012 to evaluate possible on-Site issues, and assess whether any surrounding land uses may have and/or are currently impacting the environmental condition of the Site. During the Site reconnaissance, AMEC interviewed Tim Vezina, Building Operator, of Colonnade Management (the “Site representative”). The Site representative accompanied AMEC during the Site reconnaissance. Ground cover conditions at the time of the Site reconnaissance were clear and dry.

The roof was not accessed due to safety concerns. Also access could not be obtained from one of the tenants, a hair dresser, as the business was not open at the time of the Site reconnaissance. The Site representative stated that there were no known environmental concerns with this tenant.

Tenants of the Site include, but not limited to, Farm Boy, Rainbow Roods, The Chandlery Marine Store, Royal Britannia Pub and Moneymart. Major operations at the Site include retail of commercial goods and groceries, personal services such as a hairdresser, and a restaurant/pub. According to the historical research and discussions with the Site representative, various tenants have occupied the Site since its original development in the 1960’s. According to the historical research and discussions with the Site representative, one of

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the two tenant spaces that are currently vacant was previously operated as a full service dry cleaner.

Based on the findings of this Phase I ESA completed by AMEC conducted on March 26, 2012, several areas of actual and/or potential environmental concern were identified associated with the following activities:  Britannia Cleaners and Coin Wash Limited operated and on-site dry cleaner from approximately 1984 until September 2011; and,  Based on the historical review, a former retail fuel outlet was previously located on the south side of Richmond Road approximately 50 metres south of the Site at a location inferred to be hydraulically upgradient with respect to the Site.

Based on the findings of the Phase I ESA, it is recommended that a Phase II ESA be completed at the Site to assess potential soil and/or groundwater quality beneath the Site with respect to the areas of actual and/or potential environmental concern noted above. The Phase II ESA should include advancing a minimum of one monitoring well into the water table at the front of the former dry cleaner and sampling soil and groundwater from the new monitoring well and groundwater from the two existing monitoring wells at the southwest corner of the Site for suspected contaminants of concern, namely volatile organic compounds (VOC) and petroleum hydrocarbons (PHC).

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MOL Guideline titled the “The Control of Lead Exposures during the Removal of Lead on Construction Projects”; and  Based on the age of the building, PCB in the form of light ballasts may be present at the Site. In order to confirm or refute the presence of PCB a comparison of the equipment date code stamp with published reference lists and/or sampling is required. Laboratory testing is required where PCB content cannot be confirmed through a comparison of the equipment date code stamp with published reference lists. Out of service or leaking ballasts should be disposed in accordance with the results of the date code comparison or laboratory analyses, as required.

NOTE: The Executive Summary highlights the key points of the Phase I ESA only. For complete information and findings, as well as the limitations, the reader should examine the complete report.

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TABLE OF CONTENTS

SECTION PAGE

1.0 INTRODUCTION ...... 1 1.1 Background ...... 1 1.2 Scope of Work ...... 1

2.0 SITE DESCRIPTION ...... 4 2.1 Site Location ...... 4 2.2 Site Occupancy ...... 4 2.3 Site Features ...... 4 2.4 Site Services ...... 5 2.5 Physical Setting ...... 5

3.0 ADJACENT LAND USES ...... 6

4.0 RECORDS REVIEW ...... 7 4.1 Aerial Photographs ...... 7 4.2 City Directories ...... 9 4.3 Fire Insurance Plans ...... 10 4.4 Previous Environmental Site Assessments and Geotechnical Reports ...... 10 4.5 Summary of Historical Records Review ...... 11

5.0 REGULATORY AGENCY FILES AND DATABASE REVIEW ...... 12 5.1 Local Municipal Agency...... 12 5.2 Technical Standards and Safety Authority ...... 12 5.3 Ministry of the Environment ...... 13 5.4 Provincial Database / Inventory Records ...... 13 5.4.1 Waste Disposal Site Inventory ...... 13 5.4.2 Inventory of Coal Gasification Plant Waste Sites in Ontario ...... 14 5.4.3 Brownfields Environmental Site Registry ...... 14 5.5 EcoLog Environmental Risk Information Services Ltd. (“ERIS”) ...... 14 5.6 Summary of Regulatory Database Review ...... 16

6.0 SITE VISIT AND INTERVIEWS ...... 17 6.1 General Site Conditions and Housekeeping ...... 17 6.2 Air Emissions ...... 17 6.3 Chemical Storage and Handling ...... 17 6.4 Designated Substances ...... 18 6.4.1 Asbestos ...... 18 6.4.2 Lead ...... 19 6.4.3 Mercury ...... 20 6.5 Mechanical Equipment...... 20 6.6 Methane ...... 20 6.7 Mould ...... 21 6.8 Odour ...... 21 6.9 Ozone-Depleting Substances ...... 21

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6.10 Pesticides and Herbicides ...... 22 6.11 Polychlorinated Biphenyls ...... 22 6.11.1 Electrical Transformers ...... 22 6.11.2 Light Ballasts ...... 23 6.11.3 PCB Storage Sites ...... 23 6.12 Radioactive Materials ...... 23 6.13 Radon ...... 23 6.14 Site In-Filling ...... 24 6.15 Spills, Surface Staining and Stressed Vegetation ...... 24 6.16 Storage Tanks ...... 24 6.16.1 Aboveground Storage Tanks ...... 24 6.16.2 Underground Storage Tanks ...... 25 6.17 Urea Formaldehyde Foam Insulation ...... 25 6.18 Waste Management ...... 25 6.18.1 Liquid Waste ...... 25 6.18.2 Solid Waste...... 26 6.19 Wells ...... 26 6.19.1 Water Wells ...... 26 6.19.2 Other Wells ...... 27 6.20 Other Observations ...... 27

7.0 CONCLUSIONS ...... 28

8.0 RECOMMENDATIONS ...... 29

9.0 ASSESSOR QUALIFICATIONS ...... 30

10.0 CLOSURE ...... 31

LIST OF APPENDICES

Appendix A Photographs Appendix B Aerial Photographs Appendix C Regulatory Correspondence and Interviews Appendix D EcoLog ERIS Data Appendix E Qualifications of the Assessor Appendix F Limitations

LIST OF FIGURES

Figure 1 Key Plan Figure 2 Generalized Site Plan Figure 3 Surrounding Land Use Plan

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1.0 INTRODUCTION 1.1 Background AMEC Environment & Infrastructure, a Division of AMEC Americas Limited (“AMEC”), was retained by Colonnade Management (“Colonnade”) to conduct a Phase I Environmental Site Assessment (ESA) of a multi-tenant commercial property located at 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street, in Ottawa, Ontario (the “Site”). A key plan showing the location of the Site is provided on Figure 1. The Site is commonly known as Britannia Plaza and is legally described as 2648-2664 Priscilla 361-373; Poulin Plan 427924 Block A; Richmond N Less Registered Plan 5R-11440; Part 1. Figure 2 illustrates the lot and building configuration of the Site. Currently, the Site is owned by Mont Blanc Britannia Investments Inc. (“Mont Blanc”) and was occupied by various tenants including, but not limited to, Farm Boy, Rainbow Natural Foods and the Royal Britannia Pub engaged in various retail commercial activities.

A Phase I ESA is defined as a systematic qualitative process to provide a preliminary assessment of the environmental condition of a Site based on its historical and current use. Colonnade retained AMEC to provide an evaluation of known and possible environmental issues at the Site as a condition of mortgage refinancing for the site. This Phase I ESA was conducted in accordance with the Canadian Standards Association (CSA) standards document entitled Phase I Environmental Site Assessment, Z768-01 (November 2001, reaffirmed 2006) and the Terms of Reference provided in AMEC’s proposal OP8969 dated March 2, 2012. This Phase I ESA does not meet the requirements of the Phase One ESA standard as defined by Ontario Regulation 153/04 Records of Site Condition, Part XV.1 of the Environmental Protection Act (EPA), as amended, and is thus not intended to support the filing of a Record of Site Condition.

1.2 Scope of Work The scope of work for the Phase I ESA consisted of the following tasks:  Reviewing the historical occupancy of the Site, through the use of publically available archived and relevant (in AMEC’s opinion) municipal and business directories, fire insurance plans (FIPs), historical topographical plans (if available), and aerial photographs;  Reviewing the current use of the Site and any land use practices that may have impacted its environmental condition;  Reviewing the current use of the surrounding properties and any land use practices that may have impacted the environmental condition of the Site;  Conducting a “walk-through” visual assessment (i.e., Site reconnaissance) of the Site and building facilities in order to identify the presence of actual and/or potential environmental contaminants or concerns of significance;

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 Conducting interviews with designated Site representative as a resource for current and historical Site information, as well as to provide AMEC staff with unrestricted access to all areas of the Site and Site buildings (as required by O. Reg. 153/04);  Contacting municipal and provincial agencies to determine the existence of records of environmental regulatory non-compliance, if any, and reviewing such records where available. It should be noted that responses from these agencies may not be received prior to preparation of the report. Colonnade will be notified when a response is received as well as any additional costs to obtain these records;  Obtaining an EcoLog Environmental Risk Information Services Ltd. (“ERIS”) report for the Site and surrounding properties within a 250 metre radius of the Site; and,  Preparing a report of our findings.

Although proposed by AMEC, Risk Management Services (RMS) was not contacted to determine the availability of any copyrighted FIPs and/or privately held Property Underwriters’ Reports and Property Underwriters’ Plans for the Site through its Historical Environmental Information Reporting System (HEIRS™) at the direction of the Colonnade Management.

A search of land title and assessment rolls was not conducted as a part of this investigation. A search of land ownership is considered unlikely to contribute any useful information regarding the environmental condition at the Site as the ownership of the property since the original development is well documented in other historical records.

Lorretta Pinder of AMEC conducted a Site reconnaissance on March 26, 2012 to evaluate possible on-Site issues, and assess whether any surrounding land uses may have and/or are currently impacting the environmental condition of the Site. During the Site reconnaissance, AMEC interviewed Tim Vezina, Building Operator for Colonnade Management (the “Site representative”). The Site representative accompanied AMEC during the Site reconnaissance. Ground cover conditions at the time of the Site reconnaissance were clear and dry.

The roof was not accessed during the Site reconnaissance due to safety considerations. Also, a few areas were not accessed such as vaults in the convenience store and in Money Mart due to security reasons. The tenant of the hair salon was not available at the time of the Site reconnaissance thus an inspection of the tenant leasehold could not be completed.

In addition to the Site representative, other contacts were made as required to evaluate the existing/historical Site operations including the following:

Name Agency or Company Position

Mr. Jim Lewis Ministry of the Environment Freedom of Information Officer Mr. Prem Lal Technical Standards and Safety Authority Coordinator, Public Information Services Mr. Erin O’Neil City of Ottawa Planning and Development

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These individuals and agencies were contacted as they may have information related to the environmental conditions of the Site. While reasonable efforts were made to contact representatives of the agencies listed, with the exception of Technical Standards and Safety Authority, responses were not provided at the time of preparation of this report. Should information become available at anytime in the future that materially affects the conclusions of this report, this information will be forwarded to Colonnade Management.

AMEC did not conduct any intrusive investigations in completing the scope of work. No sampling and/or analyses of soil, sediment, water, liquid, gas or air was performed at or in the vicinity of the Site. This Phase I ESA report is not to be construed as a regulatory compliance audit or review. Although Section 6.0 of this report discusses designated substances and hazardous materials normally reviewed as part of a Phase I ESA including asbestos containing materials (ACM), lead, mercury, ozone depleting substances (ODS), polychlorinated biphenyls (PCB) and mould, the review was performed at a cursory level and for the Site as a whole. No sampling or analytical testing for designated substances and/or hazardous materials was performed. This report should thus not be construed as a designated substance or hazardous materials survey or assessment.

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2.0 SITE DESCRIPTION 2.1 Site Location The Site is located on the north side of Richmond Road, approximately 150 metres northeast of the intersection of Richmond Road and Carling Avenue, in Ottawa, Ontario (Figure 1). The Site lies in a typical municipal urban setting in an area of mixed residential and commercial land use.

2.2 Site Occupancy Various retail tenants including, but not limited to, Farm Boy, Rainbow Natural Foods, Quickie Convenience Store and Britannia Pub currently occupy the Site for use as multi-tenant commercial property. Major operations at the Site include retail of groceries and specialty goods and services including a hair salon, a convenience store, and a barber. According to the Site representative, various commercial retailers have occupied the Site since its development in the 1960s. Four of the tenant spaces are currently vacant, one of which was previously operated as a full service dry cleaner.

2.3 Site Features The Site is an irregular-shaped property, approximately 1.09 hectares in area. The Site was occupied by one, two storey building (the “Site building”), which had a 4,684 square metre (“m2”) footprint and was 4,684 m2 in total area. There is a full walkout basement level beneath the footprint of the Site building. The Site building covered approximately 40% of the total Site area. Selected photographs of the Site and surrounding land use are presented in Appendix A.

A second building that was demolished in approximately 2009 was previously located at the Site. This building was reportedly constructed in 1989. The footprint of the building was still visible during the Site reconnaissance. A parking garage is located beneath the former building. However, at the time of the Site reconnaissance the parking area was only being used as a storage area for garbage storage and was not being used for parking.

The Site building is a cast-in place concrete slab structures (i.e., beams and columns) with concrete slab-on-grade on the lower levels of the Site building. The exterior wall cladding of the site building consists of brick veneer masonry with painted structural steel columns and beams within the brickwork. Heating is provided by way of a combination natural gas-fired heating and electrically-powered cooling, rooftop-mounted, HVAC units. In addition to the HVAC units, a natural gas-fired hydronic (i.e., hot water) boiler provides heating to the basement level tenants. According to the Site representative, the Site building has not undergone any major renovations or additions since its original construction. In the summer of 2011 the south elevation of the building underwent a major renovation. Farm Boy also moved into building in the summer of 2011. At that time the inside of the store was renovated including new flooring and new paint.

AMEC observed that the majority of the Site exterior area outside of the Site building footprint was surfaced with asphalt paved parking areas. AMEC observed that the Site perimeter was

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not fenced. The Site is also adjacent to a major four-lane roadway, Richmond Road, which would be subject to the use of de-icing agents (i.e., road salt) during the winter months.

2.4 Site Services According to the Site representative, the Site is connected to the municipal water supply from the City of Ottawa. The municipal water is obtained from the Ottawa River. Sanitary wastewater is discharged to the municipal sewer system. Storm water flows via storm sewers off-Site and drains to the Ottawa River. Electrical service is supplied to the Site by Hydro Ottawa via underground cables. The Site has been provided with natural gas since its development in the 1960s.

2.5 Physical Setting The Site lies at an approximate elevation of 80 metres above sea level (m.a.s.l.). The UTM coordinates of the Site are 438052.66 m E and 5023559.15 m N zone 18 T. The topography across the Site is steeply sloped with an overall relief of approximately 4 metres (Natural Resources Canada Topographic Series, Ottawa 31 G/5, Edition 11, 1998). The Ottawa River is located approximately 0.57 kilometres north of the Site and flow east in the St. Laurent River. The Site does not include land that contains or is within 30 metres of a “water body” which classifies/would have classified it as a sensitive site under O.Reg. 153/04.

The surficial materials overlying the Site are comprised of till (“Surficial Geology Ottawa Ontario & Quebec”, map 1506A, Geological Survey of Canada, 1982). The depth to bedrock is approximately 20 metres below existing grade (“Drift Thickness Trend, Ottawa-Hull, Ontario and Quebec”, Geological Survey of Canada, 1979). The Site is underlain by bedrock of the Billings Formation which is composed of black shale with some brown shale (“Paleozoic Geology Ottawa Area”, map P.2716, Ontario Geological Survey, 1984).

The local ground water flow direction, based on topographic features and knowledge gained from other sites in the area, is expected to be to the north/northeast. Locally, however, the shallow ground water flow may be influenced by underground utility trenches, conduits, buildings and other subgrade structures, variations in soil type, and minor fluctuations in topography.

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3.0 ADJACENT LAND USES AMEC reviewed the current land uses of neighbouring properties from publicly accessible locations to assess possible environmental impacts to the Site that may arise from off-Site operations. As noted in Section 2.0, properties in the general area surrounding the Site are mixed residential and commercial land uses.

Properties surrounding the Site are summarized as follows:

North of the Site North and northwest of the Site perimeters, beyond Priscilla Street are single residential buildings. Northeast of the Site is multi-tenant residential unit, and two automobile repair shops located at 365 Forest Street and 2599 Carling Avenue. The repair shop at 2599 Carling Avenue appears to be a former gas station.

East of the Site Adjacent to the east Site perimeter is a Dairy Queen followed by single and multi-tenant residential buildings. Two multi-tenant residential buildings are located southeast of the Site.

South of the Site South of the Site beyond Richmond Road are two multi-tenant commercial buildings, a McDonald’s restaurant, and a Toronto Dominion Bank. Located within the two multi-tenant commercial buildings are a thrift store, a Shoppers Drug Mart and a Baskin Robbins ice cream parlour.

West of the Site West and southwest of the Site, beyond Poulin Avenue are single and multi-tenant residential buildings.

Summary of Findings Based on observations of these current surrounding properties (from publicly accessible locations), it is AMEC’s opinion that there are no significant environmental issues at the Site associated with current surrounding land use activities.

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4.0 RECORDS REVIEW The historical occupancy of the Site and the surrounding properties were reviewed through the use of reasonably available public information consisting of, but not limited to, archived aerial photographs, city directories and fire insurance plans. The historical information reviewed was obtained from the following sources:  Aerial photographs, available at the National Air Photo Library in Ottawa, Ontario, for the years 1932, 1945, 1952, 1968, 1978, 1988 and 1999;  Aerial photographs from the City of Ottawa e-map service for the years 2005, 2008 and 2011;  City directories, available at Library and Archives Canada in Ottawa, Ontario, for the years 1964, 1966, 1968, 1979, 1984, 1992 and 2003/04; and,  Previous Phase I/II environmental site assessment reports.

A search of land title was not conducted as a part of this investigation. A search of land ownership is considered unlikely to contribute any useful information regarding the environmental condition at the Site as the ownership of the site since the original development is well documented in other historical records.

Available fire insurance plans at the National Archives of Canada did not provide coverage for this area of Ottawa.

4.1 Aerial Photographs A review of selected aerial photographs was conducted to determine the general development history of the development of the Site and surrounding properties. In some cases available aerial photography may be at a scale that precludes a detailed interpretation of the Site and surrounding area. The following significant information was inferred from the aerial photographs reviewed concerning the Site and its surrounding properties:

Site

Roll # Date Observations (Scale)

A4432-17 The Site appears to be undeveloped forested land. 1932 (1:15,000) A9618-36 The Site appears similar in configuration to the 1932 aerial photograph. 1945 (1:16,000) A13511-22 The Site appears similar in configuration to the 1932 and 1945 aerial 1952 (1:16,000) photographs. A20345-10 The Site appears similar in configuration to the 1932, 1945, and 1952 aerial 1968 (1:5,000) photographs.

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Roll # Date Observations (Scale) A24846-47 The Site appears to be occupied by a building similar in configuration to the 1978 (1:6,000) current Site building with a parking lot adjacent to the east. 1988 A27272-39 The Site appears to be occupied by two buildings similar in configuration to the (1:6,000) current and former Site buildings. 1999 A31788-33 The Site appears similar in configuration to the 1988 aerial photograph. (1:15,000) 2005 Not to scale The Site appears similar in configuration to the 1999 aerial photograph. 2008 Not to scale The Site appears similar in configuration to the 2005 aerial photograph. The Site appears to be occupied by only one building. The building on the 2011 Not to scale northeast side of the Site has been demolished.

Surrounding Properties

Roll # Date Observations (Scale)

The surrounding properties north, east and west of the Site consist of vacant A4432-17 1932 parcels of land. Residential development is located south and southeast of the (1:15,000) Site. A9618-36 The surrounding properties appears similar in configuration to the 1932 aerial 1945 (1:16,000) photograph. The surrounding properties appears similar in configuration to the 1932 and A13511-22 1952 1945 aerial photographs with additional residential development occurring (1:16,000) south of the Site. Residential development is located north, west and south of the Site. A multi- A20345-10 1968 tenant residential building has been erected northeast of the Site. Commercial (1:5,000) development is located further east of the Site. A24846-47 The surrounding properties appears similar in configuration to the 1968 aerial 1978 (1:6,000) photograph. The surrounding properties appears similar in configuration to the 1968 and A27272-39 1978 aerial photographs with commercial development occurring south of the 1988 (1:6,000) Site. Two multi-tenant residential buildings have been constructed east and southeast of the Site similar to current development. A31788-33 The surrounding properties appears similar in configuration to the 1988 aerial 1999 (1:15,000) photograph. The surrounding properties appears similar in configuration to the 1988 and 2005 Not to scale 1999 aerial photographs. The surrounding properties appears similar in configuration to the 1988, 1999, 2008 Not to scale and 2008 aerial photographs. The surrounding properties appears similar in configuration to the 1988, 1999, 2011 Not to scale 2005 and 2008 aerial photographs.

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Copies of the aerial photographs are presented in Appendix B.

4.2 City Directories City directories were reviewed to determine historic businesses and activities at the Site and surrounding properties.

Site According to the city directories reviewed, the following occupants were listed as being present at the Site:

From To Occupant unknown 2003/2004 1463 Richmond Road - Rockin’ Johnny’s Diner unknown 2003/2004 1491 Richmond Road - Money Mart 1992 2003/2004 1493 Richmond Road - Rogers Video unknown 2003/2004 1495 Richmond Road - Sweet Co Fruits and Vegetables 1984 1992 1465 Richmond Road - Britannia Cleaners 1988 1992 1467 Richmond Road - Subway unknown 1992 1475 Richmond Road - Sports Bar 1968 1992 1479 Richmond Road - Blue Hawaii Tanning 1988 1992 1493 Richmond Road - Sooter’s Studio unknown 1988 1493 Richmond Road - Pro Shelter Inc unknown 1988 1467 Richmond Road - West End Barber Shop unknown 1988 1477 Richmond Road - Pockets and Billiards 1968 1968 1483 Richmond Road - Bokko Mart unknown 1968 1479 Richmond Road - Britannia Hardware unknown 1968 1481 Richmond Road - Britannia Bakery unknown 1968 1483 Richmond Road - Britannia Pharmacy unknown 1968 1485 Richmond Road - Leisure Loft

Surrounding Properties According to the city directories reviewed, the following occupants were listed at the properties surrounding the Site

1420 Richmond Road: Located 123 m, east of the Site 1979 1984 1420 Richmond Road - Sunoco retail fuel outlet located approximately 123 m east and inferred to be hydraulically transgradient to the Site.

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1580 Richmond Road: Located 50 m, south of the Site 1974 1984 1508 Richmond Road - Esso retail fuel outlet/Elliot’s retail fuel outlet located approximately 50 m south and inferred to be hydraulically upgradient to the Site.

4.3 Fire Insurance Plans Fire insurance plans (FIPs) were not available for the Site or surrounding properties from the Library and Archives Canada collection. The unavailability of FIPs for the Site commonly suggests that the area was undeveloped at the time FIPs were in use (i.e. circa 1876 to 1973).

4.4 Previous Environmental Site Assessments and Geotechnical Reports The following Environmental Site Assessment (ESA) reports were provided to AMEC by the Site Representative.

Phase I Environmental Site Assessment – Britannia Shopping Plaza, 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street, Ottawa, Ontario. Prepared by AMEC Earth and Environmental, April 2004. In December 2003, AMEC Earth and Environmental conducted a Phase I Environmental Site Assessment of the Site. At the time of the Site visit there were two buildings located at the Site: Building A, the current Site building; and Building B, now demolished. The Site was operating as a multi-tenant commercial Site with tenants that included but not limited to Rainbow Foods, Sweet Co Fruits and Vegetables, Full Tilt Cycle and Skis, Royal Britannia Pub, and Rockin Johnny’s Diner. Services within the Site buildings include Rogers Video and a full service dry cleaner, Britannia Cleaners and Coin Wash Limited.

Potential environmental concerns identified at that time included: Britannia Cleaners and Coin Wash Limited, located in Building A, which had occupied the Site since approximately 1984; and a former retail fuel outlet present from 1974 to 1984 and located approximately 50 metres south of the Site beyond Richmond Road and inferred to be hydraulically upgradient to the Site.

A Phase II ESA and preparation of an asbestos management plan were recommended for the Site.

Phase II Environmental Site Assessment – Britannia Shopping Plaza, 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street, Ottawa, Ontario. Prepared by AMEC Earth and Environment, March 2004. In March 2004, AMEC Earth and Environmental conducted a Phase II ESA of the Site. Three boreholes were advanced as part of the Phase II ESA in order to assess potential environmental concerns identified by AMEC’s Phase I ESA. Two of the boreholes were completed as groundwater monitoring wells. The borehole/monitoring well locations were chosen to intersect potential subsurface soil and groundwater plumes and to establish the site-

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specific geological characteristics beneath the Site. Representative soil and groundwater samples collected during the investigation were submitted for laboratory analysis of suspect parameters of concern. The concentrations of benzene, toluene, ethylbenzene, xylenes, total petroleum hydrocarbons in the gas/diesel and heavy oil ranges and VOCs in all of the submitted soil and groundwater samples satisfied the applicable MOE Guidelines in effect at that time.

4.5 Summary of Historical Records Review Site History Based on a review of the available information sources, it appears that the Site was developed for its current use in approximately 1968. Prior to development the Site appeared to be undeveloped forested land.

Surrounding Land Use Based on a review of the available information sources, the properties surrounding the Site were generally developed during the 1950s and 1960s. Prior to development these properties appeared to be undeveloped forested and vacant land.

Summary Based on the historical review completed the following significant environmental issues were identified concerning the Site and/or the surrounding property historical land use activities:  A retail fuel outlet was historically located approximately 50 metres south of the Site beyond Richmond Road and is inferred to have been located hydraulically upgradient with respect to the Site; and,  A dry cleaner, Britannia Cleaners and Coin Wash Limited, was previously a tenant at the Site from approximately 1984 until 2011.

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5.0 REGULATORY AGENCY FILES AND DATABASE REVIEW The following databases and documents were reviewed to further assess the environmental condition of the Site:

5.1 Local Municipal Agency In 1999, the former Region of Ottawa-Carleton (now the City of Ottawa) commissioned the development of a Historical Land Use Inventory (HLUI). The HLUI comprises a database of information on the type and location of land uses within the geographic area of City of Ottawa, which had or have the potential to cause contamination in soil, groundwater or surface water. A HLUI search request for the Site was submitted to the City of Ottawa. AMEC also requested a search of all environmental databases maintained by the City of Ottawa for information pertaining to the Site and surrounding properties. At the time of the writing of this report, no response had been received from the City of Ottawa regarding information pertaining to the Site. Should the City of Ottawa response contain any significant records on the Site, notification will be submitted to Colonnade Management. A copy of the HLUI request and response are provided in Appendix C. The HLUI response indicated that there was a dry cleaner on-site and a gas station at a neighbouring property.

In 1988 the City of Ottawa commissioned a report entitled ”Mapping and Assessment of Former Industrial Sites” (Intera, 1988). The report lists former industrial sites which have the potential for remnant soil and/or groundwater contamination. The identified sites are categorized into three classes designated as Group I, II, or III. Group III sites are low priority sites where it is unlikely that significant quantities of waste exist at the site today and the potential for environmental impact is therefore low. Group II sites are identified as being likely to have wastes present, however, the sites’ location with respect to surface waste is such that significant environmental impacts are not likely to occur. Group I sites document sufficient evidence to indicate that wastes are present at the sites and that the potential for environmental impact is high.

A review of the report indicated that no Group I, II or III sites were identified within 250 metres of the Site.

5.2 Technical Standards and Safety Authority Fuel storage at industrial facilities in Ontario is regulated by the Technical Standards and Safety Act 2000 (“TSS Act”) administered by the Technical Standards and Safety Authority (TSSA). The TSS Act has consolidated the seven acts that the TSSA previously administered, including the Gasoline Handling Act and the Energy Act. Under the TSS Act, the Liquid Fuel Handling Regulation, Liquid Fuel Handling Code and the Environmental Management Protocol (also known as GA1/99) have replaced the Gasoline Handling Act, The Gasoline Handling Code and GH13 (1993 Environmental Cleanup Guideline). The TSS Act applies to all storage tank systems utilized for the storage and handling of gasoline, diesel and fuel oil. According to

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discussions with a representative of the TSSA - Fuels Safety Division (FSD), underground storage tanks (USTs) and aboveground storage tanks (ASTs) installed under the Liquid Fuel Handling Regulation, Liquid Fuel Handling Code require registration with the TSSA. Fuel oil tanks utilized in residential buildings will also require registration with the TSSA.

The TSSA was contacted by email and requested to supply any available information concerning the presence of petroleum storage tanks, fuel spill records, accidents, or fuel-related incidents which may be registered on the subject or surrounding properties. AMEC was informed by Mr. Prem Lal of the TSSA that there are no USTs registered for the Site or surrounding properties. In addition, there are no records of any incidents or spills having occurred at the subject Site or adjacent properties.

5.3 Ministry of the Environment Through the Freedom of Information (FOI) and Protection of Privacy Office the Ministry of the Environment (MOE) was requested to identify any outstanding actions, violations, control orders, summons, complaints, spills hazardous waste documents, or certificates of approval for the subject site. The request to the FOI department involved an electronic search of their records since 1985. Information filed with the MOE prior to 1985 is not included in the FOI records search. Retrieval of such information requires a manual document search by the MOE initiated by a specific request and additional fees.

At the time of preparation of this report a response had not yet been received from the MOE. Should the MOE notify AMEC that subsequent information is on file and obtainable, AMEC will notify Colonnade Management of this information and the additional cost, if any, to obtain these records. If any such records obtained alter the conclusions of this report, Colonnade Management will be notified immediately.

5.4 Provincial Database / Inventory Records 5.4.1 Waste Disposal Site Inventory AMEC reviewed the document entitled “Waste Disposal Site Inventory”, prepared by the Waste Management Branch of the MOE (dated June 1991). No active waste disposal sites were listed as being present within one kilometre of the Site. However, a closed waste disposal site, under the registration number X1007, was found. Details of the waste disposal site are listed below.

Distance Direction Potential Adverse Location Wastes Disposed Operation Period to Site to Site Effect to Site

None – Unknown – is a class Ottawa River Received urban hydraulically A5 meaning that is Parkway near municipal/domestic 0.75 km Northeast downgradient/ has been closed for at Richmond Road waste transgradient to the least 10 to 20 years Site

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This closed landfill is not considered to pose any environmental concerns at the Site.

5.4.2 Inventory of Coal Gasification Plant Waste Sites in Ontario AMEC reviewed the document entitled “Inventory of Coal Gasification Plant Waste Sites in Ontario”, prepared for the MOE (dated April 1987) and “Inventory of Industrial Sites Producing or Using Coal Tar and Related Sites in Ontario”, prepared for the MOE (dated November 1988). No coal tar or waste sites were listed as being present within one kilometre of the Site.

5.4.3 Brownfields Environmental Site Registry The MOE on-line Brownfields Environmental Site Registry was accessed on March 28, 2012 to determine if any Records of Site Conditions (RSCs) have been filed under Part XV.1 under the Environmental Protection Act (EPA) for the Site or any of the surrounding properties. A search of the registry indicated that no RSCs have been filed for the Site or any of the surrounding properties.

5.5 EcoLog Environmental Risk Information Services Ltd. (“ERIS”) A complete EcoLog ERIS report was requested for the Site. ERIS is a national service that provides site specific environmental and property-use information. An ERIS report contains detailed government and private sector records concerning possible environmental liabilities associated with a property and the surrounding neighbourhoods.

For the Site, the ERIS Project number is 20120323062. The findings of the ERIS search may be referenced in Appendix D. The following significant information was identified in the ERIS report:

Registered Waste Generators ERIS reviewed the MOE computer database “Ontario Regulation 347 Waste Generators Summary” for the years 1986 to October 2010. The Site and one surrounding property were identified as being registered waste generators as follows:

Generator Wastes Holder Name Address Waste Class No. Generated

Site

Petroleum 213 Distillates ON1819000 1469 Richmond Road Full Tilt Cycles and Skis Inc. Oil Skimmings & Sludges 251

Britannia Cleaners & Coin Wash Halogenated ON0299001 2648 Priscilla Street 241 Ltd. Solvents Surrounding Property

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ON9337469 Imperial Oil Limited 1508 Richmond Road Light Fuels 221

Registered Waste Receivers ERIS reviewed the MOE computer database “Ontario Regulation 347 Waste Receivers Summary” for the years 1986 to 2008. The Site and the surrounding properties were not listed as industrial waste receivers.

Waste Disposal Site Inventory ERIS reviewed the document entitled “Waste Disposal Site Inventory”, prepared by the Waste Management Branch of the MOE for the years 1970 to Feb 2012. As noted in Section 5.4.1, one closed waste disposal site listed as being present within one kilometre of the Site.

Distance Direction Potential Adverse Location Wastes Disposed Operation Period to Site to Site Effect to Site

None – Unknown – is a class A5 Ottawa River Received urban hydraulically meaning that is has been Parkway near municipal/domestic 0.75 km Northeast downgradient/ closed for at least 10 to Richmond Road waste transgradient to the 20 years Site

Registered PCB Storage Sites ERIS reviewed the MOE computer database “Ontario Inventory of PCB Storage Sites” for the years 1987 to Oct 2004. The Site and surrounding properties were not listed as PCB waste storage sites.

Ontario Spills ERIS reviewed the spill records from the Occurrence Reporting Information System and the Spills Action Centre for the years 1988 to 2011. Three (3) spills were identified as having occurred at or within 250 metres of the Site. The following spill occurrences are on record as having taken place within 250 metres the Site:

Receiving Potential Spill ID Date Address Description Medium Impact

Pantry Shell – Diesel Fuel 165396 3/11/1999 1465 Richmond Road Land Possible to Road 2068- Fire at 5 unit plaza, cause 2/6/2009 1473 Richmond Road Unknown Not anticipated 7NZDXX unknown Sunoco – 2 L of power Labrecque Sunoco Service steering fluid spilled onto 57521 9/18/1991 Station at Richmond Road ground from a ruptured tank Land Possible /Forest Street truck line.

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Other databases reviewed in preparing the EcoLog ERIS report did not have any records for the Site or surrounding properties.

5.6 Summary of Regulatory Database Review Site Based on a review of the regulatory database information sources, the following environmentally significant information was on record regarding the Site:  The Site previously operated as a full service dry cleaner.

Surrounding Land Use Based on a review of the regulatory database information sources, the following environmentally significant information was on record regarding the surrounding land uses:  An ESSO (Imperial Oil) retail petroleum outlet was previously located at 1508 Richmond Road approximately 50 metres south of the Site.

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6.0 SITE VISIT AND INTERVIEWS The findings documented in this section are based on a combination of observations made by AMEC personnel at the time of the Site visit as well as information provided by the Site representative and other individuals contacted as part of the interview process.

6.1 General Site Conditions and Housekeeping In general, the Site appeared to be well maintained. The unit that previously operated as a dry cleaner was undergoing renovations at the time of the Site reconnaissance, and was thus unorganized and contained some debris. AMEC did not observe large amounts of debris, staining, outdoor chemical storage or uncontrolled waste storage on-Site in any of the other areas of the Site at the time of the Site reconnaissance.

6.2 Air Emissions AMEC did not observe the presence of air emission sources at the time of the Site reconnaissance that could possibly affect the environmental condition of the Site (i.e., building surfaces and/or surficial soils). The only air emission sources observed at the Site by AMEC were exhausts from the Site’s general building ventilation vents. No significant environmental issues regarding air emissions at the Site have been identified based on the nature of the emission sources observed during the Site reconnaissance.

6.3 Chemical Storage and Handling Small quantities (i.e., 1 to 5 litres) of janitorial cleaning and maintenance supplies were observed during the Site reconnaissance. The storage areas for these chemicals generally appeared to be tidy and free of significant staining. The concrete floor in the storage areas was observed to be generally in good physical condition (i.e., no cracking or pitting). No open floor drains were observed to be present near the storage areas. Furthermore, no other chemicals or hazardous materials were observed indoors or outdoors at the time of the Site reconnaissance. Based on the previously referenced observations no significant environmental issues regarding chemical storage at the Site were identified.

The Site representative advised AMEC that no chemical spills have occurred at the Site within the past two years. No evidence of chemical spills, accidental releases or significant staining inside the Site building were observed that would indicate the occurrence of major environmental events (such as spills) that may significantly impact the quality of the subsurface within the building footprint. Furthermore, similar observations were made concerning the

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outdoor areas of the Site that suggested the environmental quality of the subsurface has not been significantly impacted.

6.4 Designated Substances Individual designated substance regulations have been developed for eleven chemical contaminants and are enforced by the Ministry of Labour (MOL) under the Occupational Health and Safety Act (OHSA). Special regulations were made to prohibit, regulate, restrict, limit, or control worker exposure to designated substances due to their toxic nature. The designated substances identified in OHSA include:

Asbestos Vinyl Chloride Arsenic Benzene Lead Coke Oven Emissions Ethylene Oxide Acrylonitrile Mercury Isocyanates Silica

Given the nature of the Site building and property use, AMEC has focussed on the following designated substances.

6.4.1 Asbestos Asbestos is a generic term that refers to a group of naturally occurring fibrous mineral silicates. The ability of asbestos to withstand high temperatures as well as its tensile strength, spinnability, resistance to chemicals, and other properties have resulted in hundreds of applications. Friable asbestos refers to materials which can be readily pulverized using hand pressure. Non-friable material refers to asbestos which is associated with a binding agent (such as but not limited to tar, mastics, vinyl, caulking, cement), that prevents the ready release of airborne fibres. Friable asbestos is commonly found in boiler and pipe insulation, fireproofing and textured coatings. Non-friable or bound asbestos is typically found in roofing tars, floor and drywall compound, plaster and pre-cast asbestos cement products commonly referred to as “transite”. Please note that this is not an exhaustive list and that many other products do contain asbestos.

AMEC was advised by the Site representative that an asbestos survey has not been conducted at the Site, and that asbestos-containing materials (ACMs) are not known to be present at the Site. Based on the date of construction of the Site building (i.e., the 1960s), ACMs may be present at the Site as the use of friable ACMs was not discontinued until the early 1990s and non-friable ACMs continued to be used beyond that date. Potential ACM were observed during the Site reconnaissance ACM in the form of floor tiles and pipe insulation. It should be noted that observations were made only in readily accessible areas of the existing building (i.e., not any concealed spaces such as behind walls or above ceilings).

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The presence of ACMs can only be verified through multiple samples and analysis of suspect material samples as outlined in Ontario Regulation 278/05 “Asbestos on Construction Projects and in Buildings and Repair Operations”. If present at the Site, ACMs must be addressed through the implementation of an appropriate management or abatement plan to protect the health of persons working at the Site, as required under the OHSA and O.Reg. 278/05. Where ACMs are in poor or deteriorated condition and potential human health exposure concerns exist, ACMs may be addressed through repair, encapsulation, enclosure or removal. Appropriate management plans are also required where maintenance, alteration, renovation, or demolition activities undertaken at a Site may disturb these materials.

6.4.2 Lead Lead is a heavy metal which is typically found in the following three forms:  Metallic lead used to make water distribution pipes, electrical batteries, lead solder, and electric cable sheathes;  Inorganic compounds often occurring as components of products, such as insecticides, pigments, paints, and glass; and,  Organic lead compounds, the most commonly known of which are tetramethyl lead and tetraethyl lead, used as antiknock additives to gasoline.

The presence of lead-containing paints (LCPs) in buildings represents the most significant hazard of all the above noted lead containing products where persons, notably small children, may ingest peeling or flaking LCPs. The generation of airborne lead containing dust created during renovation, demolition, or construction activities (i.e., during sanding and grinding), or like actions on deteriorated painted surfaces also comprises a potential health concern.

In 1976, the federal government passed the Hazardous Products (Liquid Coating Materials) Regulations under the Hazardous Products Act limiting the amount of lead for interior paints to 0.5%. Exterior and commercial paints could still contain lead. In 1991, members of the Canadian Paint and Coatings Association agreed to voluntary eliminate all added lead from their products. In April 2005, under the Canadian Hazardous Products Act, the Federal Government issued the Surface Coating Materials Regulations SOR/2005-109, which limits the amount of lead permissible in paints and other surface coating materials to 0.06% lead by dry weight (600 µg/g).

Some of the interior walls of the Site buildings contained painted surfaces. Given the date of construction of the Site building (i.e., the 1960s), it is likely that LCPs are present at the Site given the legislative definition of LCP in Canada was recently revised (2005) to include a much lower acceptable concentration of lead than was previously regulated. Observations made at the time of the Site reconnaissance indicated that the painted surfaces were generally in good physical condition. In addition, the Site representative advised that the interior walls of the Site

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building were repainted when either a tenant left or when they renovated their space. Therefore most of the walls had been repainted within the past 10 years.

The presence of LCP can only be verified through sampling and analysis of suspect paint samples. If present at the Site, LCP may be addressed through the implementation of an appropriate management or abatement plans to protect the health of persons working at the Site, as required under the OHSA. Where LCPs are in poor condition (i.e., peeling or flaking) and potential human health concerns exist, LCP may be addressed through encapsulation or removal. Appropriate management plans are also required where maintenance, alteration, renovation, or demolition activities undertaken at a Site may disturb these materials.

6.4.3 Mercury Minor amounts of mercury are commonly found in a variety of building materials including mercury vapour lamps and thermostats and other electrical control switches. Given the potential quantities of mercury present and their intended use, no potential concerns are expected.

6.5 Mechanical Equipment Mechanical equipment including piston type elevators, vehicle hoists, loading dock lifts, and compactors comprise typical hydraulically operated devices. Such equipment contains hydraulic oils which are operated under high pressures and can be released into the environment as a result of leaks or equipment failure

The Site is presently serviced with two piston type elevators located within the Farm Boy and Rainbow Natural Food leaseholds. From a position outside of the elevator shaft, the elevator sump at Rainbow Natural Foods was inspected and found to be free of any obvious staining or evidence of leakage of hydraulic oil. AMEC contacted the elevator service company, Integrated Customs Service, and was informed that periodic topping up of the hydraulic reservoir is not required.

The elevator piston at Farm Boy could not be inspected due to its location below grade. The Site representative indicated that periodic topping up of the hydraulic reservoir is not required.

The Site is presently serviced with two garbage compactors located north of the building behind Rainbow Natural Foods and within Farm Boy. The areas around the equipment were inspected and found to be free of any obvious staining or evidence of leakage of hydraulic oil. The Site representative indicated that periodic topping up of the hydraulic reservoirs is not required.

6.6 Methane Methane is a colourless and odourless gas commonly formed by the decomposition of organic material. Methane is a large component of natural gas associated with active and closed waste

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disposal sites. Natural sources of methane include marshes, swamps, bogs, fens or coal and/or peat deposits. Potential risks associated with methane include explosion hazards where methane enters closed spaces and concentrations exceed the lower explosive limit.

Fill materials were not observed on Site at the time of the Site reconnaissance (see Section 6.14). As noted in section 5.5 there is a closed waste disposal site present approximately 0.75 km northeast of the site and inferred to be hydraulically downgradient/transgradient to the Site. Consequently, methane gas is not inferred to be a potential environmental concern at the Site.

6.7 Mould Moulds (also known as “fungi”) are present everywhere in the natural environment, indoors and outdoors. Exposure to mould may occur indoors on water damaged building materials during occupancy, building maintenance and/or repair operations. The most common types of moulds are generally not hazardous. However, some moulds may be problematic to some people.

AMEC was advised by the Site representative that a mould survey / assessment has not been conducted at the Site and that mould is not known to be present at the Site. Evidence of conditions that may promote mould growth (e.g., most or wet conditions) were not observed during the Site reconnaissance; however, observations were made only in readily accessible areas of the existing building (i.e., did not include concealed spaces such as behind walls or above ceilings).

6.8 Odour During the site reconnaissance, AMEC did not identify any strong, pungent or noxious odours attributable to the operations of the facility.

6.9 Ozone-Depleting Substances Ozone depleting substances (ODS) include any substances containing chlorofluorocarbon (CFC), hydrochlorofluorocarbon (HCFC), halon or any other material capable of destroying ozone in the atmosphere. ODS have been used in rigid polyurethane foam and insulation, laminates, aerosols, air conditioners, fire extinguishers, cleaning solvents and the sterilization of medical equipment. Federal regulations introduced in 1995 required the elimination of production and import of CFC by January 1, 1996 (subject to certain essential uses) and a freeze on the production and import of HCFC-22 by January 1, 1996. These regulations also require the complete elimination of HCFC-22 by the year 2020.

Access was not gained to the roof area at the time of the Site reconnaissance. However, rooftop heating ventilation and air conditioning (HVAC) units were observed to be present from ground level observations. Commonly, rooftop HVAC units located at similar facilities are charged with known ODS. The Site representative advised the rooftop HVAC units are serviced on an “as-needed” basis by contract technicians certified to handle ODS. Furthermore, the Site

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representative advised that ODS were not stored on Site. ODSs were not observed to be stored on Site at the time of the reconnaissance.

In addition to the HVAC equipment for the Site building previously described, the presence of the following equipment commonly known to contain ODS was observed:  Rainbow Natural Foods and Farm Boy contain cooling equipment consisting of pumps and condenser units for the refrigeration of produce; and,  A representative of Rainbow Natural foods informed AMEC that Shawn Robertson Refrigeration regularly services their equipment and that they do not store ODS substances onsite other than that contained within the equipment. A representative from Farm Boy also confirmed that not ODS substances were stored onsite.

Apart from the equipment identified above and the presence of commercial-type refrigerator / freezers, no other equipment was observed at the Site that could potentially contain ODS.

6.10 Pesticides and Herbicides AMEC was advised by the Site representative that neither pesticides nor herbicides are used or stored at the Site. AMEC did not observe any pesticides or herbicides stored at the Site during the Site reconnaissance.

6.11 Polychlorinated Biphenyls PCBs were most commonly used in capacitors, transformers, circuit breakers, switch gears, lamp ballasts and large electrical cables as synthetic insulating materials. The use of PCBs in electrical equipment was prohibited on July 1, 1980. However, PCBs may be present in older hydraulic equipment still in use after the July 1, 1980 cut-off date. In addition, PCBs were used in some hydraulic oils, particularly those used in high temperature applications such as casting shop presses.

6.11.1 Electrical Transformers As noted in Section 2.0, electrical service is supplied to the Site by Hydro Ottawa via underground cables. Suspect PCB-containing transformers were not observed at the Site.

However, in the previous report it was noted that there was a transformer vault located on the basement level within the southwest portion Site building. Since the Site and surrounding areas were developed in 1960s, equipment in the transformer vault may have contained PCBs as the use of PCBs in oil-filled transformers was not discontinued until the early 1980s. It should be noted that the transformer vault is the property of Hydro Ottawa and typically access, supervised or unsupervised, is not granted therefore no inspection of the vault was conducted during the previous Phase I ESA. In any event, Hydro Ottawa was responsible for the

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transformers and their contents. No other suspect PCB-containing equipment was observed at the Site.

6.11.2 Light Ballasts The presence of fluorescent light fixtures were observed throughout the Site building. Given the date of construction of the Site building (i.e., approximately the 1960s), the light ballasts at the Site may contain PCBs as the use of PCBs in light ballasts was not discontinued until the early 1980s.

PCB-containing lamp ballasts in good condition and still in service do not require removal or replacement. Leaking ballasts should be verified for PCB content, and if found to be PCB containing, managed in accordance with MOE regulations regarding PCB wastes. Where maintenance alteration, renovation, or demolition activities undertaken at a Site may result in the generation of more than 1.0 kg of PCB waste, it will be necessary to establish a secure licensed PCB storage facility at the Site or dispose of the wastes at an approved PCB disposal or destruction facility. PCB wastes totalling less than 1.0 kg may be disposed as non-hazardous waste at any licensed waste disposal site.

6.11.3 PCB Storage Sites As discussed in Section 5.4, the MOE “Ontario Inventory of PCB Storage Sites” did not list the Site as a registered PCB waste storage site.

6.12 Radioactive Materials The Canadian Nuclear Safety Commission (CNSC), formerly the Atomic Energy Control Board, under the Nuclear Safety and Control Act, is responsible for the management and licensing of radioactive materials, to ensure that the use of nuclear energy does not pose undue risk to health, safety, security and the environment. The CNSC achieves regulatory control of nuclear facilities and nuclear materials through a comprehensive licensing system, which is administered through the cooperation of federal and provincial government departments such as health, environment, transport and labour.

Radioactive materials or equipment (labelled as such) were not observed at the Site. No testing for the presence of radioactive material was undertaken.

6.13 Radon Radon is a naturally occurring gas produced by the decay of Uranium-238 that tends to concentrate in formations of granite, sandstone, coal, phosphate and uranium deposits. Radon is colourless, odourless and tasteless and tends to percolate up through soil where it may enter and accumulate in basements of buildings through foundation cracks and joints. Because the

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existence of radon is dependent upon geological factors, it is more of a regional concern than site-specific.

The concentration of radon daughters is measured in units of working level (WL), which is a measure of the potential alpha particles energy per litre of air. The annual exposure limit for the general public is 0.01 WL with the annular occupational exposure limit being 4.0 WL. In homes and other non-occupational settings, the maximum permissible annual average concentration of radon daughters caused by the operation of a nuclear facility is 0.02 WL. Health Canada recommends 0.1 WL as an upper limit.

AMEC contacted the City of Ottawa Health Department requesting information regarding potential radon concerns in the City of Ottawa. AMEC was informed by the health department that radon studies and monitoring have not been conducted in the City of Ottawa, however, testing kits are available for testing in individual buildings. AMEC is not aware of other records (federal or provincial) of the presence or emission of radon gas in the immediate area of Ottawa, Ontario.

As the Site building does not contain below grade spaces, AMEC does not suspect radon gas to be a significant environmental issue at the Site.

6.14 Site In-Filling Based on observations made at the time of the Site reconnaissance, the presence of significant amounts of fill material is inferred not to be present at the Site. The Site is generally graded even with the surrounding properties. There was no evidence from the historical review to suggest that significant amounts of in-filling had occurred on Site.

6.15 Spills, Surface Staining and Stressed Vegetation The Site representative advised AMEC that no chemical spills have occurred at the Site. No evidence of chemical spills, accidental releases or significant staining was observed inside the Site building. AMEC conducted a walkover of the Site to identify any areas of significant surface staining, stressed vegetation or any other potential indicators of surface spills or leaks. No areas of significant surface staining or stressed vegetation were observed at the Site at the time of the Site reconnaissance.

6.16 Storage Tanks 6.16.1 Aboveground Storage Tanks The Site representative advised AMEC that there are currently no above ground storage tanks (ASTs) at the Site, nor were there any present historically. AMEC did not observe any ASTs at the Site during the Site reconnaissance. There was no information from the historical review completed to indicate the former presence of ASTs at the Site. As noted in Section 2.4, the Site

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has been provided with natural gas since development. As noted in Section 5.2, the TSSA does not have any records of ASTs being registered to the Site.

6.16.2 Underground Storage Tanks The Site representative advised AMEC that there are currently no underground storage tanks (USTs) at the Site, nor were there any present historically. AMEC did not observe fill or vent pipes during the Site reconnaissance that would suggest the presence of USTs on Site. Information obtained during the historical review completed did not indicate the former presence of USTs at the Site. As noted in Section 2.4, the Site has been provided with natural gas since development. As noted in Section 5.2, the TSSA does not have any records of USTs being registered to the Site.

6.17 Urea Formaldehyde Foam Insulation Urea formaldehyde foam insulation (UFFI) is a thermal insulation material that is pumped into interstitial spaces between the walls of buildings where it hardens to form a solid layer of insulation. The sale and installation of UFFI was banned for health-related reasons because of the formation of formaldehyde gas, which is released from the UFFI to the building interior.

AMEC was advised by the Site representative that he is not aware of the presence of UFFI at the Site. Visual indicators suggesting the possible presence of UFFI were not observed at the Site. However, given the date of construction of the Site building (1960s), it is possible that UFFI may be present at the Site, since the use of UFFI was used for a short period in the early 1970s.

6.18 Waste Management 6.18.1 Liquid Waste The Site representative advised AMEC that, except for sanitary wastewater, the Site does not generate, store or dispose of liquid wastes from general operations or office activities. The generation, storage or disposal of liquid industrial wastes was not observed at the Site at the time of Site reconnaissance.

However, as mentioned in Section 5.4, the Site was listed in the MOE computer database as a registered generator of liquid industrial or hazardous waste from the former bike shop and former dry cleaner.

The Site representative advised AMEC that no spills have occurred at the Site. Evidence of spills, accidental releases or significant staining inside the Site building, or in exterior areas where the ground surface was exposed were not observed at the time of the Site reconnaissance. Consequently, the occurrences of major environmental events (such as spills) that may have significantly impacted the quality of the subsurface at the Site are not suspected.

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6.18.2 Solid Waste Based on discussions with the Site representative, and on observations made by AMEC during the Site reconnaissance, it is AMEC’s understanding that the Site generates only non-hazardous solid waste from general operation and office activities. Non-hazardous solid waste generated at the Site is stored in garbage dumpsters located in the covered parking below the demolished building, and removed for off-Site disposal by Tomlinson, a licensed waste hauler on a weekly basis. There is also a waste compactor located behind Rainbow Natural Foods and another inside Farm Boy, and they are emptied by a licensed waste hauler on a weekly basis.

As mentioned in Section 5.4, the Site is not listed in the 2002 MOE computer database as a registered generator of solid hazardous waste.

Based on discussions with the Site representative, and on observations made by AMEC during the Site reconnaissance, the Site also generates recyclable material (i.e., paper, cardboard, etc.) from general operation and office activities. Recyclable materials generated at the Site are stored in dumpsters located in the covered parking below the demolished building, and removed for recycling by Tomlinson, on a weekly basis.

6.19 Wells Ontario Regulation 903 - Wells (“O. Reg. 903”) sets the standards for the construction, maintenance and abandonment of water wells and licensing of water well contractors and technicians in the province of Ontario. Under the regulation, any well that is not being used or maintained for future use as a well must be abandoned in accordance with the procedures set forth in the regulation. This regulation also applies to monitoring and test wells such as those routinely installed for environmental and/or geotechnical testing purposes. Artesian or flowing wells must also be abandoned unless a device can be installed to prevent the well from flowing. O. Reg. 903 also applies to dry wells or to wells that permit the movement of natural gas or other contaminants between subsurface formations or between formations and the ground surface. O. Reg. 903 does not apply to oil and gas wells.

6.19.1 Water Wells The safety of drinking water in the province of Ontario is legislated under the Drinking Water Systems Regulation (known as O.Reg. 170/03 - Drinking Water Systems) made under the Safe Drinking Water Act. The regulation defines requirements for the following types of systems that supply potable water in the province: “large municipal non-residential systems”, “large municipal residential systems”, “large non-municipal non-residential systems” “non-municipal seasonal residential systems”, “non-municipal year-round residential systems” and “public facilities”.

No water wells were observed at the Site by AMEC during the Site reconnaissance. AMEC was informed by the Site representative that no water wells currently present at the Site, nor have any such wells ever been present at the Site in the past.

Page 26 TZ12006 Colonnade Management Phase I Environmental Site Assessment Britannia Plaza – 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street May 2012

6.19.2 Other Wells The Site is presently serviced with two monitoring wells which were installed in 2004. The well wells are located in the south corner of the Site. The wells are overburden wells with a reported maximum depth of approximately 4.57 metres below surface grade.

6.20 Other Observations Exposure to bird/bat droppings, rodent excreta and raccoon droppings can cause adverse health effects in humans. As a result, accumulation of this material should be kept to the lowest practical level.

Visible bird/bat droppings, evidence of rodent excreta or racoon droppings were not observed during the Site reconnaissance; however, observations were made only in readily accessible areas of the existing building (i.e., did not include concealed spaces such as behind walls or above ceilings).

TZ12006 Page 27 Colonnade Management Phase I Environmental Site Assessment Britannia Plaza – 1463-1495 Richmond Rd, 359-373 Poulin Avenue and 2648-2664 Priscilla Street May 2012

7.0 CONCLUSIONS The Site is an irregular-shaped property, approximately 1.09 hectares in area. The Site was occupied by one, two storey building (the “Site building”), which had a 4,684 square metre (“m2”) footprint and was 4,684 m2 in total area. There is a full walkout basement level beneath the footprint of the Site building.

Various retail tenants including, but not limited to, Farm Boy, Rainbow Natural Foods, Quickie Convenience Store and Britannia Pub currently occupy the Site for use as multi-tenant commercial property. Major operations at the Site include retail of groceries and specialty goods and services including a hair salon, a convenience store, and a barber. According to the Site representative, various commercial retailers have occupied the Site since its development in the 1960s. According to the Site representative, the Site previously also operated as a full service dry cleaner.

Based on the findings of this Phase I ESA completed by AMEC conducted on March 26, 2012, several areas of actual and/or potential environmental concern were identified associated with the following activities:  Britannia Cleaners and Coin Wash Limited operated an on-site dry cleaner from approximately 1984 until September 2011;  Based on the historical review, a former retail fuel outlet was previously located on the south side of Richmond Road approximately 50 metres south of the Site at a location inferred to be hydraulically upgradient with respect to the Site; and,  The presence of two hydraulic elevators that require the topping up of hydraulic oil could be an environmental concern. More investigation is needed to determine if there is a potential pathway to the subsurface.

Several potential operational and/or management issues were also identified at the Site. Based on the Phase I ESA completed by AMEC conducted on March 26, 2012, the following observations were made regarding interior building issues:  Suspected ACM in the form of floor tiles and pipe insulation was identified within the Site building, and where suspected, appeared to be in good condition;  Suspected lead-containing paint is present at the Site based on the age of the Site building. The paint was generally observed to be in good condition;  Based on the age of the Site building, PCB in the form of light ballasts may be present at the Site.

Page 28 TZ12006 Colonnade Management Phase I Environmental Site Assessment Britannia Plaza – 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street May 2012

8.0 RECOMMENDATIONS Based on the findings of the Phase I ESA, it is recommended that a Phase II ESA be completed at the Site to assess potential soil and/or groundwater quality beneath the Site with respect to the areas of actual and/or potential environmental concern noted above. The Phase II ESA should include advancing a minimum of one monitoring well into the water table at the front of the former dry cleaner and sampling soil and groundwater from the new monitoring well and groundwater from the two existing monitoring wells at the southwest corner of the Site for suspected contaminants of concern, namely volatile organic compounds (VOC) and petroleum hydrocarbons (PHC). It is also recommended that since the dry cleaner is no longer in operation and the unit is being renovated, it would be beneficial to drill a borehole through the floor of the former dry cleaner.

In addition to the above noted actual and/or potential environmental concerns, several potential operational and/or management issues were also identified at the Site. To address potential operational and/or management issues, AMEC offers the following recommendations:  Due to the presence of suspected asbestos containing materials (ACM), a comprehensive asbestos survey is recommended in order to comply with Ontario Regulation 278/05 and Ontario Regulation 279/05. In addition, if ACM is present, an asbestos management plan will be required for any confirmed friable ACM which is not abated or has not been tested to be deemed non asbestos;  A Designated Substances Survey (DSS) is required if future repair, renovation or demolition activities are planned which could affect ACM and/or other designated substances that may be present at the Site. A DSS is required to fulfil the Owner’s requirements under Section 30 of the Ontario Occupational Health and Safety Act, (OHSA), Revised Statutes of Ontario 1990, (as amended). The building owner must provide the DSS report to all contractors working on the Site. Subsequently, all contractors must furnish the DSS report to their subcontractors;  Lead-containing paint is likely present at the Site based on criteria outlined in the Canadian Hazardous Products Act – Surface Coating Materials Regulation dated April 2005. As enforced by the Ministry of Labour (MOL), all lead-containing paint in poor condition must be removed by a qualified lead abatement contractor as outlined in the MOL Guideline titled the “The Control of Lead Exposures during the Removal of Lead on Construction Projects”; and,  Based on the age of the building, PCB in the form of light ballasts may be present at the Site. In order to confirm or refute the presence of PCB a comparison of the equipment date code stamp with published reference lists and/or sampling is required. Laboratory testing is required where PCB content cannot be confirmed through a comparison of the equipment date code stamp with published reference lists. Out of service or leaking ballasts should be disposed in accordance with the results of the date code comparison or laboratory analyses, as required.

TZ12006 Page 29 Colonnade Management Phase I Environmental Site Assessment Britannia Plaza – 1463-1495 Richmond Rd, 359-373 Poulin Avenue and 2648-2664 Priscilla Street May 2012

9.0 ASSESSOR QUALIFICATIONS The report was prepared and reviewed by the undersigned, employees of AMEC Environment & Infrastructure, a division of AMEC Americas Limited. AMEC is one of North America’s leading engineering firms, with more than 50 years of experience in the earth and environmental consulting industry. The qualifications of the assessors involved in the preparation of this report are provided in Appendix E.

Page 30 TZ12006 Colonnade Management Phase I Environmental Site Assessment Britannia Plaza – 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street May 2012

10.0 CLOSURE This report was prepared for the exclusive use of Colonnade Management, and is intended to provide a Phase I Environmental Site Assessment (ESA) on the Site located at Britannia Plaza – 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street at the time of the Site visit. Any use which a third party makes of this report, or any reliance on or decisions to be made based on it, are the responsibility of the third party. Should additional parties require reliance on this report, written authorization from AMEC will be required. With respect to third parties, AMEC has no liability or responsibility for losses of any kind whatsoever, including direct or consequential financial effects on transactions or property values, or requirements for follow-up actions and costs.

The report is based on data and information collected during the Phase I ESA of the property conducted by AMEC. It is based solely on the conditions of the Site encountered at the time of the Site visit on March 26, 2012, supplemented by a review of historical information and data obtained by AMEC as described in this report, and discussion with a representative of the owner/occupant, as reported herein. Except as otherwise maybe specified, AMEC disclaims any obligation to update this report for events taking place, or with respect to information that becomes available to AMEC after the time during which AMEC conducted the Phase I ESA.

In evaluating the property, AMEC has relied in good faith on information provided by other individuals noted in this report. AMEC has assumed that the information provided is factual and accurate. In addition, the findings in this report are based, to a large degree, upon information provided by the current owner/occupant. AMEC accepts no responsibility for any deficiency, misstatement or inaccuracy contained in this report as a result of omissions, misinterpretations or fraudulent acts of persons interviewed or contacted.

AMEC makes no other representations whatsoever, including those concerning the legal significance of its findings, or as to other legal matters touched on in this report, including, but not limited to, ownership of any property, or the application of any law to the facts set forth herein. With respect to regulatory compliance issues, regulatory statutes are subject to interpretation and change. Such interpretations and regulatory changes should be reviewed with legal counsel.

This Report is also subject to the further Standard Limitations contained in Appendix F.

TZ12006 Page 31 Colonnade Management Phase I Environmental Site Assessment Britannia Plaza – 1463-1495 Richmond Rd, 359-373 Poulin Avenue and 2648-2664 Priscilla Street May 2012

We trust that the information presented in this report meets your current requirements. Should you have any questions, or concerns, please do not hesitate to contact the undersigned.

Respectfully Submitted,

AMEC Environment & infrastructure, a division of AMEC Americas Limited

Prepared by: Reviewed by:

Lorretta D. Pinder, M.Sc., G.I.T. Kevin D. Hicks, M.Sc., P.Geo. Environmental Scientist Senior Associate Hydrogeologist

Page 32 TZ12006

APPENDIX A

Photographs

Photo 1: Photo of south side of Britannia Plaza. Farm Boy is on the left hand side of the picture.

Direction: North

Photo 2: Photo of north elevation of Britannia Plaza. The former dry cleaner is located on the left hand side of the picture.

Direction: Southeast

AMEC Environment and Infrastructure

Photo 3: Photo of the north elevation of the Site building.

Direction: West

Photo 4: Photo of the interior of the former drycleaner that is being renovated for new tenants.

Direction: N/A

AMEC Environment and Infrastructure

Photo 5: Photo of the interior of the former dry cleaners with steamer in the background.

Direction: N/A

Photo 6: Photo of the interior of the former drycleaners where washing machines used to be.

Direction: N/A

AMEC Environment and Infrastructure

Photo 7: Photo of remnant cleaning agents inside of dry cleaner.

Direction: N/A

Photo 8: Photo of floor drain within the former dry cleaner.

Direction: N/A

AMEC Environment and Infrastructure

Photo 9: Photo of interior of vacant unit being renovated for new tenants. The lighting was recently replaced.

Direction: N/A

Photo 10: Photo of renovation supplies inside vacant unit.

Direction:

AMEC Environment and Infrastructure

Photo 11: Photo of trash compactor at the rear of Rainbow Foods.

Direction: South

Photo 12: Photo of cleaning supplies within the Rainbow Foods tenant space.

Direction: N/A

AMEC Environment and Infrastructure

Photo 13: Photo of bottom of elevator shaft at Rainbow Foods.

Direction: N/A

Photo 14: Photo of storage area for Rainbow Foods.

Direction: N/A

AMEC Environment and Infrastructure

Photo 15: Photo of the outside of The Chandlery Marine Supply. The Quickie Convenience store can be seen adjacent to the Chandlery Marine Supply.

Direction: Northwest

Photo 16: Photo of storage area at The Quickie Convenience Store.

Direction: N/A

AMEC Environment and Infrastructure

Photo 17: Photo of paint supplies sold at the Chandlery Marine Supply.

Direction: N/A

Photo 18: Photo inside of Farm Boy. Farm Boy recently moved into the plaza in the summer of 2011.

Direction: N/A

AMEC Environment and Infrastructure

Photo 19: Photo of compactor at Farm Boy.

Direction:

Photo 20: Photo of cooling equipment inside Farm Boy.

Direction:

AMEC Environment and Infrastructure

Photo 21: Photo of elevator inside Farm Boy.

Direction:

Photo 22: Photo of paint storage inside Farm Boy.

Direction:

AMEC Environment and Infrastructure

Photo 23: Photo of gas powered boiler. The boiler is original to the building.

Direction: N/A

Photo 24: Photo of floor inside of boiler room.

Direction: N/A

AMEC Environment and Infrastructure

Photo 25: Photo of demolished building on the east portion of the Site.

Direction: Northeast

Photo 26: Photo of demolished building on the east portion of the Site.

Direction: Northwest

AMEC Environment and Infrastructure

Photo 27: Photo of underground parking on the east portion of the Site. The parking lot is not used except to store garbage bins.

Direction: East

Photo 28: Photo of Richmond Road adjacent to the Site.

Direction:

AMEC Environment and Infrastructure

Photo 29: Photo of automobile repair shop located at 365 Forest Street.

Direction: Southeast

Photo 30: Photo of automobile repair shop located at 2599 Carling Avenue. Appears to be former gas station.

Direction: East

AMEC Environment and Infrastructure

APPENDIX B

Aerial Photographs

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 1932 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 1945 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 1952 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 1968 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 1978 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 1988 LDP LDP

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 1999 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 2005 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 2008 LDP KDH

The Site

Date: Scale: Project No.:

April 2012 Not to Scale TZ12006 Drawn by: Approved by: Aerial Photograph 2011 LDP KDH

APPENDIX C

Regulatory Correspondence and Interviews

ID # 13598 ID # 8729

ID # 4884, 5707

ID # 14719, 15139, 2206, 3445, 972

ID # 11924, 4884, 5707

ID # 8237

ID # 4884, 5707

Scale 1: n/a 1463 – 1495 Richmond Road, 359 – 373 Poulin ID# = Activity Identification Number Avenue & 2648 – 2664 Priscilla Street Ottawa, ON File # C10-01-12-0076 Dilys Huang = Subject Site

Overview

Pinder, Lorretta

From: [email protected] on behalf of Public Information Services [[email protected]] Sent: Wednesday, April 04, 2012 11:22 AM To: Pinder, Lorretta Subject: Re: Request for Information

Hi Loretta:

Thank you for your inquiry. It would greatly help if you state the city name also. I have searched the two addresses yu provided in the city of Ottawa and found no record of any fuel storage tanks. Also Loretta, please note we cannot search for records between two numbers (range of addresses) so please always provide specif street numbers to be searched.

Thank you and have a great day!

Prem Public Information Services

"Putting Public Safety First"

Technical Standards and Safety Authority 14th Floor, Centre Tower 3300 Bloor Street West Toronto, ON M8X 2X4

Toll-Free: 1-877-682-8772 Email: [email protected] Web Site: www.

On Wed, Apr 4, 2012 at 10:37 AM, Pinder, Lorretta wrote:

I am currently conducting a Phase I Environmental Site Assessment and require any information with respect to reco rds of UST, AST, fuel spill records, accidents or fuel related incidents which may be registered in your database on the following properties:

1463-1495 Richmond Road

Thank you very much,

Lorretta Pinder, M.Sc., G.I.T.

Amec Environment and Infrastructure

210 Colonnade Road South, Unit 300

Ottawa ON K2E 7L5

Phone: (613) 727-0658 x225

Fax: (613) 727-9465

Mobile: (613) 608-0383 [email protected] www.amec.com

-- tssa.org

This electronic message and any attached documents are intended only for the named recipients. This communication from the Technical Standards and Safety Authority may contain information that is privileged, confidential or otherwise protected from disclosure and it must not be disclosed, copied, forwarded or distributed without authorization. If you have received this message in error, please notify the sender immediately and delete the original message.

2 Ministry of Environment and Energy Freedom of Information Request

This form is for requesting documents which are in the Ministry's files on environmental concerns related to properties. Please refer to the guide on the completion and use of this form. Our fax no. is (416) 314-4285.

Requester Data For Ministry Use Only Name, Title, Company Name and Mailing Address of Requester FOI Request No. Date Request Received

Fee Paid $ AMEC Environment & Infrastructure 210 Colonnade Road South, Unit 300 Ottawa, ON K2E 7L5  ACCT  CHQ  VISA/MC  CASH

Email Address: [email protected] Telephone/Fax Nos. Your Project/Reference Signature of Requester CNR ER NOR SWR WCR No. TZ12006 Tel : (613) 727- SAC IEB EAA EMR SWA 0658x225

Fax : (613) 727-9465 Request Parameters Municipal Address / Lot, Concession, Geographic Township (Municipal address essential for cities, towns or regions) 1463-1495 Richmond Road, 359-373 Poulin Avenue and 2648-2664 Priscilla Street, Ottawa, ON Present Property Owner(s) and Date(s) of Ownership Colonnade Management Previous Property Owner(s) and Date(s) of Ownership Unknown Present/Previous Tenant(s),(if applicable) Commerical Property – Farm Boy, Rainbow Foods, Former Drycleaners Search Parameters Specify Year(s) Files older than 2 years may require $60.00 retrieval cost. Requested There is no guarantee that records responsive to your request will be located. Environmental concerns (General correspondence, occurrence reports, abatement) All years Orders All years Spills All years Investigations/prosecutions Owner and tenant information must be provided All years Waste Generator number/classes All years

Certificates of Approval Proponent information must be provided

1985 and prior records are searched manually. Search fees in excess of $300.00 could be incurred, depending on the types and years to be searched. Specify Certificates of Approval number (s) (if known). If supporting documents are also required, mark SD box and specify type e.g. maps, plans, reports, etc. SD Specify Year(s) Requested air - emissions 1987 to Present water - mains, treatment, ground level, standpipes & elevated storage, pumping stations (local & booster) 1987 to Present sewage - sanitary, storm, treatment, stormwater, leachate & leachate treatment & sewage pump stations 1987 to Present waste water - industrial discharge 1987 to Present waste sites - disposal, landfill sites, transfer stations, processing sites, incinerator sites 1987 to Present waste systems - haulers: sewage, non-hazardous & hazardous waste, mobile waste processing 1987 to Present units, PCB destruction pesticides - licenses 1987 to Present

A $5.00 non-refundable application fee, payable to the Minister of Finance, is mandatory. The cost of locating on-site and/or preparing any record is $30.00/hour and 20 cents/page for photocopying and you will be contacted for approval for fees in excess of $30.00.

0026 (02/00) Page 1 of 1

APPENDIX D

EcoLog ERIS Data

Project Site: Phase I Environmental Site Assessment 1463 Richmond Road Ottawa, ON K2B 6R9

Client: Lorretta Pinder AMEC Environment & Infrastructure 210 Colonnade Road South Ottawa, ON K2E7L5

ERIS Project No: 20120323062

Report Type: Standard Report – .25km Search Radius

Prepared By: Rafal Wojtasik [email protected]

Date: April 03, 2012

DISCLAIMER AND COPYRIGHT NOTICE

The information contained in this report has been produced by EcoLog ERIS Ltd. using various sources of information, including information provided by Federal and Provincial government departments. Although EcoLog ERIS Ltd. has endeavoured to present you with information that is accurate, EcoLog ERIS Ltd. disclaims, except as set out below, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence or otherwise, and for any consequences arising therefrom. Liability on the part of EcoLog ERIS Ltd. is limited to the monetary value paid for this report. The report applies only to the address specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. This report is solely intended to be used to focus further investigation and is not intended to replace a full Phase 1 Environmental Site Assessment. No page of this report should be used without this cover page, this disclaimer and the project property identifier.

The contents of this Service are protected by copyright. Copyright in the Service is owned by EcoLog ERIS Ltd. Copyright in data obtained from private sources is owned by EcoLog ERIS Ltd. or its licensors. The Service and its contents may not be copied or reproduced in whole or in any substantial part without prior written consent of EcoLog ERIS Ltd.

Table of Contents Order Number: 20120323062 Site Name: Phase I Environmental Site Assessment Site Address: 1463 Richmond Road Ottawa, ON K2B 6R9 Report Type: Standard Report, 0.25 km Search Radius

Section Report Summary i This outlines the number of records from each database that fall on the site, and within various distances from the site.

Site Diagram ii The records that were found within a specified distance from the project property (the primary search radius) have been plotted on a diagram to provide you with a visual representation of the information available. Sites will be plotted on the diagram if there is sufficient information from the database source to determine accurate geographic coordinates. Each plotted site is marked with an acronym identifying the database in which the record was found (i.e., WDS for Waste Disposal Sites). These are referred to as "Map Keys". A variety of problems are inherent when attempting to associate various government or private source records with locations. EcoLog ERIS has attempted to make the best fit possible between the available data and their positions on the site diagram.

Site Profile iii This table describes the records that relate directly to the property that is being researched.

Detail Report iv This section represents information, by database, for the records found within the primary search radius. Listed at the end of each database are the sites that could not be plotted on the locator diagram because of insufficient address information. These records will not have map keys. They have been included because they may be found to be relevant during a more detailed investigation.

Page Borehole 1 ERIS Historical Searches 13 List of TSSA Expired Facilities 14 Fuel Storage Tank 16 Ontario Regulation 347 Waste Generators Summary 18 TSSA Historic Incidents 20 Pesticide Register 21 Private and Retail Fuel Storage Tanks 22 Retail Fuel Storage Tanks 23 Scott's Manufacturing Directory 24 Ontario Spills 25 Water Well Information System 26

Appendix: Database Descriptions

Environmental Risk Information Services Ltd. Report Summary Order Number: 20120323062 Site Name: Phase I Environmental Site Assessment Site Address: 1463 Richmond Road Ottawa, ON K2B 6R9 Report Type: Standard Report, 0.25 km Search Radius

Number of Mappable Records Surrounding the Site

Database Selected On-site Within 0.25 0.25km to 2.00km Total

AAGR Abandoned Aggregate Inventory Y 0 0 0 0 AGR Aggregate Inventory Y 0 0 0 0 AMIS Abandoned Mine Information System Y 0 0 0 0 ANDR Anderson's Waste Disposal Sites Y 0 0 2 2 AUWR Automobile Wrecking & Supplies Y 0 0 0 0 BORE Borehole Y 0 12 519 531 CA Certificates of Approval Y 0 0 96 96 CFOT Commercial Fuel Oil Tanks Y 0 0 2 2 CHEM Chemical Register Y 0 0 0 0 COAL Coal Gasification Plants Y 0 0 0 0 CONV Compliance and Convictions Y 0 0 1 1 CPU Certificates of Property Use Y 0 0 0 0 DRL Drill Hole Database Y 0 0 0 0 EASR Environmental Activity and Sector Registry Y 0 0 0 0 EBR Environmental Registry Y 0 0 8 8 ECA Environmental Compliance Approval Y 0 0 0 0 EEM Environmental Effects Monitoring Y 0 0 0 0 EHS ERIS Historical Searches Y 0 2 76 78 EIIS Environmental Issues Information System Y 0 0 0 0 EXP List of TSSA Expired Facilities Y 0 16 106 122 FCON Federal Convictions Y 0 0 0 0 FCS Contaminated Sites on Federal Land Y 0 0 1 1 FOFT Fisheries & Oceans Fuel Storage Tanks Y 0 0 0 0 FST Fuel Storage Tank Y 0 5 28 33 GEN Ontario Regulation 347 Waste Generators Summary Y 0 9 273 282 HINC TSSA Historic Incidents Y 0 1 19 20 IAFT Indian & Northern Affairs Fuel Tanks Y 0 0 0 0 INC TSSA Incidents Y 0 0 7 7 LIMO Landfill Inventory Management Ontario Y 0 0 0 0 MINE Canadian Mine Locations Y 0 0 0 0 MNR Mineral Occurrences Y 0 0 1 1 NATE National Analysis of Trends in Emergencies System (NATES) Y 0 0 0 0 NCPL Non-Compliance Reports Y 0 0 0 0 NDFT National Defence & Canadian Forces Fuel Storage Tanks Y 0 0 0 0 NDSP National Defence & Canadian Forces Spills Y 0 0 0 0 NDWD National Defence & Canadian Forces Waste Disposal Sites Y 0 0 0 0 NEES National Environmental Emergencies System (NEES) Y 0 0 0 0 NPCB National PCB Inventory Y 0 0 1 1 NPRI National Pollutant Release Inventory Y 0 0 23 23 OGW Oil and Gas Wells Y 0 0 0 0 OOGW Ontario Oil and Gas Wells Y 0 0 0 0 OPCB Inventory of PCB Storage Sites Y 0 0 5 5

Environmental Risk Information Services Ltd. Section i Report Summary Order Number: 20120323062 Site Name: Phase I Environmental Site Assessment Site Address: 1463 Richmond Road Ottawa, ON K2B 6R9 Report Type: Standard Report, 0.25 km Search Radius

Database Selected On-site Within 0.25 0.25km to 2.00km Total

ORD Orders Y 0 0 0 0 PAP Canadian Pulp and Paper Y 0 0 0 0 PCFT Parks Canada Fuel Storage Tanks Y 0 0 0 0 PES Pesticide Register Y 0 4 33 37 PINC TSSA Pipeline Incidents Y 0 0 9 9 PRT Private and Retail Fuel Storage Tanks Y 0 6 23 29 PTTW Permit to Take Water Y 0 0 0 0 REC Ontario Regulation 347 Waste Receivers Summary Y 0 0 0 0 RSC Record of Site Condition Y 0 0 3 3 RST Retail Fuel Storage Tanks Y 0 3 3 6 SCT Scott's Manufacturing Directory Y 0 1 61 62 SPL Ontario Spills Y 0 3 105 108 SRDS Wastewater Discharger Registration Database Y 0 0 0 0 TANK Anderson's Storage Tanks Y 0 0 0 0 TCFT Transport Canada Fuel Storage Tanks Y 0 0 0 0 VAR Variances for Abandonment of Underground Storage Tanks Y 0 0 0 0 WDS Waste Disposal Sites - MOE CA Inventory Y 0 0 0 0 WDSH Waste Disposal Sites - MOE 1991 Historical Approval Inventory Y 0 0 2 2 WWIS Water Well Information System Y 0 33 490 523

TOTAL 0 95 1,897 1,992

The databases chosen by the client as per the submitted order form are denoted in the 'Selected' column in the above table. Counts have been provided outside the primary buffer area for cursory examination only. These records have not been examined or verified, therefore, they are subject to change.

Environmental Risk Information Services Ltd. Section i SITE DIAGRAM  0 0.078 Kilometers BORE-12BORE-12BORE-12 PPP TT BORE-12BORE-12BORE-12 PPP SSTT OOO NN 12 Concorde Pl, Suite 800 North York, ON M3C 4J2 OOO OONN UUU DD UUU DD LLL 416-510-5204 LLL III INININ NNN

A A A AAA VVV Project Property: Phase I Environmental Site Assessment VVV EEE 1463 Richmond Road EEE BORE-7BORE-7BORE-7 Ottawa, ON SPL-3SPL-3SPL-3 K2B 6R9 SSTT NN SS OONNNN ERIS Project #: 20120323062 WWIS-26WWIS-26 CCOO WWIS-31WWIS-31 Date: APR-03-2012 BORE-11BORE-11BORE-11 WWIS-14WWIS-14 EXPEXPEXP 10 1010 to toto 15 1515 LEGEND BORE-3BORE-3BORE-3 PRT-3PRT-3PRT-3  Project Property Landuse Classifications PRT-3PRT-3PRT-3

Database Location Open Area WWIS-2WWIS-2 PESPESPES 1 11 to toto 4 44 TT SSTT Residential LLAA WWIS-30WWIS-30 CCIIILLLL Points of Interest IIISSCC WWIS-22WWIS-22 PPRRIII Commercial WWIS-22WWIS-22 PP WWIS-15WWIS-15 Chimney WWIS-29WWIS-29 GENGEN 3 3 to to 6 6 WWIS-29WWIS-29 DDD Resource and Industrial SCT-1SCT-1SCT-1 R RR BORE-9BORE-9BORE-9 Silo DDD BORE-5BORE-5BORE-5 Government and Institutional NNN WWIS-1WWIS-1 OOO WWISWWIS 5 5 to to 6 6 WWIS-1WWIS-1 OOO MMM Parks and Recreational HHH WWIS-11WWIS-11 EXP-16EXP-16EXP-16 Pipe & Transmission Lines HHH WWIS-11WWIS-11 WWIS-32WWIS-32 EXP-16EXP-16EXP-16 CCC WWIS-32WWIS-32 SPL-1SPL-1SPL-1 IICICC Pipeline Waterbody RRR BORE-1BORE-1BORE-1 WWIS-3WWIS-3 FSTFSTFST 1 11 to toto 5 55 Transmission Line GENGEN 1 1 to to 2 2 Recreation GENGEN 1 1 to to 2 2 Transmission Tower WWIS-13WWIS-13 PRTPRTPRT 4 44 to toto 6 66 Golf Course/Driving Range HINC-1HINC-1HINC-1 EHS-1EHS-1EHS-1 Transformer Station HINC-1HINC-1HINC-1 EHS-1EHS-1EHS-1 Park/Sports Field SPL-2SPL-2SPL-2 WWIS-23WWIS-23 WWIS-4WWIS-4 SPL-2SPL-2SPL-2 RSTRSTRST 1 11 to toto 3 33 Rail WWISWWIS 9 9 to to 10 10 PRTPRTPRT 1 11 to toto 2 22 Other Recreation Area GEN-7GEN-7 Railway - Main SSTT WWIS-27WWIS-27 IIIEE SS WWIS-27WWIS-27 Sports/Race Track WWIS-16WWIS-16 AARRIII MMAA GENGEN 8 8 to to 9 9 Railway - Sidetrack WWIS-25WWIS-25 Cemetery EE VVEE BORE-8BORE-8BORE-8 Railway - Abandoned EXPEXPEXP 1 11 to toto 9 99 AA EXPEXPEXP 1 11 to toto 9 99 GG IIINNGG Campground LLIIINN Bridge BORE-4BORE-4BORE-4 RRLL BORE-4BORE-4BORE-4 AARR BORE-2BORE-2BORE-2 EHS-2EHS-2EHS-2 CC Tunnel BORE-2BORE-2BORE-2 Vegetation WWIS-12WWIS-12 WWIS-7WWIS-7 BORE-6BORE-6BORE-6 VVTT WWIS-7WWIS-7 BORE-6BORE-6BORE-6 WWIS-28WWIS-28 Transportation - Other Wooded Area EE PPVV WWIS-28WWIS-28 CCEE KKUU Orchard SSKK Embankment BORE-10BORE-10BORE-10 Trail Vineyard

Runway WWIS-8WWIS-8 WWISWWIS 20 20 to to 21 21 TTT Industrial Resources VVVTTT VVV AAA PPP AAA P PP LLL Conveyor BBB LLL Hydrographic Features RRR PPP RRR PPP OOO WWIS-17WWIS-17 III III OOO WWIS-17WWIS-17 IININN III LLL NNN Permanent Waterway TTT LLL Crane: Moveable AAA YYY EEE AAA AAA EEE Ü NNN AAA NNN TTT WWIS-19WWIS-19 WWIS-33WWIS-33 AA A NNN T TT WWIS-19WWIS-19 WWIS-33WWIS-33 AAA NNN VVV Intermittent Waterway Crane: Stationary NNN AAA WWIS-18WWIS-18 III VVV AAA WWIS-18WWIS-18 IIVIVV III VVV EEE IIAIAA VVV EEE AAA VVV AAA EEE AAA EEE Open Reservoir Tank R RR MMM DDD NNN RRR MMM DDD NNN DDD AAA UUU HHH DDD AAA UUU HHH PPP NNN OOO Dyke/Levee Rock Cut PPP NNN WWIS-24WWIS-24 OOO LELELE DDD WWIS-24WWIS-24 EEE LELLELE DDD EEE EEE E EEE AA A Dam WWW EEE AAA Auto Wrecker WWW EEE VVV VVV OOO A A A EEE OOO AAA EEE OOO VVV Breakwall Lumber Yard OOO VVV DDD EEE DDD EEE

A A A Wetland AAA Pit VVV VVV EEE EEE This diagram is to be used solely for relative street location purposes. It may not accurately portray street or site positions. Section ii Site Report Order Number: 20120323062 Site Name: Phase I Environmental Site Assessment Site Address: 1463 Richmond Road Ottawa, ON K2B 6R9 Report Type: Standard Report, 0.25 km Search Radius FOR COMPLETE INFORMATION, REFER TO DETAIL REPORT

A search has been conducted for this site (address) and company name. No records were found, within the database(s) selected, that meet either of these criteria.

Environmental Risk Information Services Ltd. Section iii Detail Report Order Number: 20120323062 Site Name: Phase I Environmental Site Assessment Site Address: 1463 Richmond Road Ottawa ON K2B 6R9 Report Type: Standard Report, 0.25 km Search Radius

If information is required for sites located beyond the selected address, please contact your ERIS representative.

Borehole ERIS Historical Searches List of TSSA Expired Facilities Fuel Storage Tank Ontario Regulation 347 Waste Generators Summary TSSA Historic Incidents Pesticide Register Private and Retail Fuel Storage Tanks Retail Fuel Storage Tanks Scott's Manufacturing Directory Ontario Spills Water Well Information System

Environmental Risk Information Services Ltd. Section iv Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-1 802952 Borehole Geotechnical/Geological Investigation

Status: Drill Method: Power auger UTM Zone: 18 Easting: 437983.966 Northing: 5023555.432 Location Accuracy: Orig. Ground Elevation(m): 69.800003 Elev. Reliability Note: DEM Ground Elevation(m): 70.800003 Total Depth(m): 3.900000 Primary Name: BH 8 Township: Concession: Lot: Municipality Completion Date: 1982-JAN-14 Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218574245 0 0.100000 Asphalt

218574246 0.100000 0.400000 Brown Fill-Misc Silt - Sand With: Gr 218574247 0.400000 1.700000 Brown Very Loose to Loose Fill-Misc Sand With: Cl W Gr 218574248 1.700000 2.300000 Brown Compact Till sand silt

218574249 2.300000 3.900000 Greenish Grey Shale WITH SANDSTONE (ROCKCLIFFE FORMATION)

Page 1 of Borehole Page 1 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-2 802953 Borehole Geotechnical/Geological Investigation

Status: Drill Method: Power auger UTM Zone: 18 Easting: 438012.286 Northing: 5023483.913 Location Accuracy: Orig. Ground Elevation(m): 73.900002 Elev. Reliability Note: DEM Ground Elevation(m): 73.699997 Total Depth(m): 4.300000 Primary Name: BH 9 Township: Concession: Lot: Municipality Completion Date: 1982-JAN-14 Static Water Level: 3.300000 Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218574250 0 0.100000 Asphalt

218574251 0.100000 0.400000 Brown Fill-Misc Silt - Sand With: Gr 218574252 0.400000 0.800000 Grey Fill-Misc crushed gravel

218574253 0.800000 3.800000 Grey-Brown Very Stiff Weathered Crust Silty Clay With: F Sa 218574254 3.800000 4.300000 Grey Loose Till sand silt

Page 2 of Borehole Page 2 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-3 802950 Borehole Geotechnical/Geological Investigation

Status: Drill Method: Power auger UTM Zone: 18 Easting: 437951.615 Northing: 5023637.025 Location Accuracy: Orig. Ground Elevation(m): 69.500000 Elev. Reliability Note: DEM Ground Elevation(m): 70.699997 Total Depth(m): 3.100000 Primary Name: BH 6 Township: Concession: Lot: Municipality Completion Date: 1982-JAN-14 Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218574236 0 0.100000 Asphalt

218574237 0.100000 0.300000 Brown Fill-Misc Silt - Sand With: Gr 218574238 0.300000 0.600000 Brown Till sand silt

218574239 0.600000 1.100000 Shale

218574240 1.100000 3.100000 Greenish Grey Shale WITH SANDSTONE (ROCKCLIFFE FORMATION)

Page 3 of Borehole Page 3 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-4 610941 Borehole

Status: Drill Method: UTM Zone: 18 Easting: 437936.000 Northing: 5023462.000 Location Accuracy: Orig. Ground Elevation(m): 71.599998 Elev. Reliability Note: DEM Ground Elevation(m): 75.199997 Total Depth(m): 19.799999 Primary Name: Township: Concession: Lot: Municipality Completion Date: 1951-AUG Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218387015 0 0.900000 GRAVEL,STONES.

218387016 0.900000 19.799999 SLATE. BLACK. LT,SAND. DENSE. SAND,SILT-FINE. LOOSE. UNSPECIFIED,TILL, SAND. DENSE. UNSPE

Page 4 of Borehole Page 4 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-5 610954 Borehole

Status: Drill Method: UTM Zone: 18 Easting: 438221.000 Northing: 5023622.000 Location Accuracy: Orig. Ground Elevation(m): 74.699997 Elev. Reliability Note: DEM Ground Elevation(m): 75.699997 Total Depth(m): 33.500000 Primary Name: Township: Concession: Lot: Municipality Completion Date: 1950-SEP Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218387049 0 7.600000 CLAY.

218387050 7.600000 9.100000 GRAVEL.

218387051 9.100000 33.500000 LIMESTONE. 001100D,FISSURED. CLAY,SAND. BROWN,GREY,VERY SOFT,FISSURED.CLAY,SAN D. BROWN,GRE

Page 5 of Borehole Page 5 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-6 802740 Borehole Geotechnical/Geological Investigation

Status: Drill Method: Power auger UTM Zone: 18 Easting: 438151.934 Northing: 5023398.820 Location Accuracy: Orig. Ground Elevation(m): 78.900002 Elev. Reliability Note: DEM Ground Elevation(m): 79.500000 Total Depth(m): 4.600000 Primary Name: BH 1 Township: Concession: Lot: Municipality Completion Date: 1982-JAN-19 Static Water Level: 3.800000 Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218573362 0 0.100000 Asphalt

218573363 0.100000 0.700000 Brown Fill-Misc Sand - Gravel

218573364 0.700000 2.900000 Grey-Brown Very Stiff Weathered Crust Silty Clay With: F Sa 218573365 2.900000 3.500000 Grey-Brown Loose Silt - Sand

218573366 3.500000 4.600000 Brown Compact Till sand silt With: Cl W Gr

Page 6 of Borehole Page 6 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-7 802951 Borehole Geotechnical/Geological Investigation

Status: Drill Method: Power auger UTM Zone: 18 Easting: 437923.295 Northing: 5023708.545 Location Accuracy: Orig. Ground Elevation(m): 68.800003 Elev. Reliability Note: DEM Ground Elevation(m): 69.699997 Total Depth(m): 1.400000 Primary Name: BH 7 Township: Concession: Lot: Municipality Completion Date: 1982-JAN-14 Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218574241 0 0.100000 Asphalt

218574242 0.100000 0.400000 Brown Fill-Misc Silt - Sand With: Gr 218574243 0.400000 0.800000 Brown Till sand silt

218574244 0.800000 1.400000 Shale WITH SANDSTONE

Page 7 of Borehole Page 7 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-8 610938 Borehole

Status: Drill Method: UTM Zone: 18 Easting: 438221.000 Northing: 5023452.000 Location Accuracy: Orig. Ground Elevation(m): 79.199997 Elev. Reliability Note: DEM Ground Elevation(m): 77.500000 Total Depth(m): -999.000000 Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: 6.100000 Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218386998 0 1.500000 CLAY.

218386999 1.500000 6.100000 SILT.

218387000 6.100000 9.100000 CLAY. WATER STABLE AT 240.0 FEET. 218387001 9.100000 BEDROCK,LIMESTONE. CK. CK. 00092UNSPECIFIED,TILL, SAND. LOOSE. TILL,SAND,BOULDERS.

Page 8 of Borehole Page 8 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-9 610950 Borehole

Status: Drill Method: UTM Zone: 18 Easting: 437851.000 Northing: 5023582.000 Location Accuracy: Orig. Ground Elevation(m): 68.599998 Elev. Reliability Note: DEM Ground Elevation(m): 69.500000 Total Depth(m): 25.900000 Primary Name: Township: Concession: Lot: Municipality Completion Date: 1952-AUG Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218387040 0 0.900000 GRAVEL,STONES.

218387041 0.900000 25.900000 LIMESTONE. BLACK. RD,FISSURED. CLAY,SAND. BROWN,GREY,VERY SOFT,FISSURED.CLAY,SAN D. BROWN,GR

Page 9 of Borehole Page 9 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-10 800856 Borehole Geotechnical/Geological Investigation

Status: Drill Method: Power auger UTM Zone: 18 Easting: 438219.057 Northing: 5023441.065 Location Accuracy: Orig. Ground Elevation(m): 77.500000 Elev. Reliability Note: DEM Ground Elevation(m): 77.699997 Total Depth(m): 4.600000 Primary Name: BH 4 Township: Concession: Lot: Municipality Completion Date: 1982-JAN-19 Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218565809 0 0.100000 Asphalt

218565810 0.100000 0.400000 Brown Fill-Misc Sand - Gravel

218565811 0.400000 0.700000 Brown Fill-Misc Silt - Sand

218565812 0.700000 3.700000 Grey-Brown Very Stiff Weathered Crust Silty Clay 218565813 3.700000 4.600000 Grey-Brown Loose Layered Silty Clay & Silty Sand

Page 10 of Borehole Page 10 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-11 610961 Borehole

Status: Drill Method: UTM Zone: 18 Easting: 437871.000 Northing: 5023672.000 Location Accuracy: Orig. Ground Elevation(m): 67.099998 Elev. Reliability Note: DEM Ground Elevation(m): 69.500000 Total Depth(m): 12.200000 Primary Name: Township: Concession: Lot: Municipality Completion Date: 1953-JUN Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218387075 0 0.600000 SAND,STONES.

218387076 0.600000 12.200000 BEDROCK. GREY. NE. GREY. 00053EY,VERY SOFT,LAYERED. SILT,CLAY,SAND. SILT,SAND,CLAY. LA

Page 11 of Borehole Page 11 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Borehole

Map Key Company Address Borehole ID Type Use

BORE-12 804568 Borehole Geotechnical/Geological Investigation

Status: Drill Method: Hollow stem auger UTM Zone: 18 Easting: 438199.703 Northing: 5023767.387 Location Accuracy: Orig. Ground Elevation(m): 73.800003 Elev. Reliability Note: DEM Ground Elevation(m): 74.500000 Total Depth(m): 1.500000 Primary Name: AH.87-5 Township: Concession: Lot: Municipality Completion Date: 1987-NOV-24 Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Top Depth(m) Bottom Depth(m) Stratum Desc Stratum ID 218581140 0 0.100000 Brown Sand

218581141 0.100000 0.200000 Grey Fill-Misc Sand - Gravel

218581142 0.200000 0.400000 Dark Brown Fill-Misc Silt - Sand With: Gr 218581143 0.400000 1.500000 Grey-Brown Till Silt - Sand With: Gr Trace: Cl Occasional: Cob Occ Blds

Page 12 of Borehole Page 12 of Detail Report Environmental Risk Information Services Ltd. Private Source Database

ERIS Historical Searches

Map Key Company Address Order No. Report Date Report Type Search Radius (km)

EHS-1 1490 Richmond Road 20070710015 s7/19/2007 sCAN - Complete Report s0.25 s Ottawa K2B 6S1 Addit. Info Ordered: Fire Insur. Maps And /or Site Plans

EHS-2 1508 Richmond Road 20070710014 s7/19/2007 sCAN - Complete Report s0.25 s Ottawa Addit. Info Ordered: Fire Insur. Maps And /or Site Plans

Page 1 of ERIS Historical Searches Page 13 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

List of TSSA Expired Facilities

Map Key Company Address Instance ID Instance Number Context Status:

EXP-1 TERESA MAGGIO 1508 RICHMOND RD 51520 10906273 sFS Piping EXPIRED OTTAWA Description: FS Piping

EXP-2 TERESA MAGGIO 1508 RICHMOND RD 51957 10906288 sFS Piping EXPIRED OTTAWA Description: FS Piping

EXP-3 TERESA MAGGIO 1508 RICHMOND RD 51361 10906251 sFS Piping EXPIRED OTTAWA Description: FS Piping

EXP-4 TERESA MAGGIO 1508 RICHMOND RD 50890 10906232 sFS Piping EXPIRED OTTAWA Description: FS Piping

EXP-5 TERESA MAGGIO 1508 RICHMOND RD 52656 10906223 sFS Liquid Fuel Tank EXPIRED OTTAWA Description: FS Liquid Fuel Tank

EXP-6 TERESA MAGGIO 1508 RICHMOND RD 51783 10906282 sFS Liquid Fuel Tank EXPIRED OTTAWA Description: FS Liquid Fuel Tank

EXP-7 TERESA MAGGIO 1508 RICHMOND RD 51429 10906265 sFS Liquid Fuel Tank EXPIRED OTTAWA Description: FS Liquid Fuel Tank

EXP-8 TERESA MAGGIO 1508 RICHMOND RD 50796 10906238 sFS Liquid Fuel Tank EXPIRED OTTAWA Description: FS Liquid Fuel Tank

EXP-9 TERESA MAGGIO 1508 RICHMOND RD 391439 9804095 sFS Facility EXPIRED OTTAWA Description: FS Gasoline Station - Self Serve

EXP-10 PIONEER ENERGY 1420 RICHMOND RD 76795 11295966 sFS Liquid Fuel Tank EXPIRED MANAGEMENT INC. OTTAWA K2B 6R8 Description: FS Liquid Fuel Tank

Page 1 of List of TSSA Expired Facilities Page 14 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

List of TSSA Expired Facilities

Map Key Company Address Instance ID Instance Number Context Status:

EXP-11 PIONEER ENERGY 1420 RICHMOND RD 51057 10906214 sFS Liquid Fuel Tank EXPIRED MANAGEMENT INC. OTTAWA K2B 6R8 Description: FS Liquid Fuel Tank

EXP-12 PIONEER ENERGY 1420 RICHMOND RD 393386 9800492 sFS Facility EXPIRED MANAGEMENT INC. OTTAWA K2B 6R8 Description: FS Gasoline Station - Self Serve

EXP-13 PIONEER ENERGY 1420 RICHMOND RD 77514 11295944 sFS Liquid Fuel Tank EXPIRED MANAGEMENT INC. OTTAWA K2B 6R8 Description: FS Liquid Fuel Tank

EXP-14 PIONEER ENERGY 1420 RICHMOND RD 77684 11295988 sFS Liquid Fuel Tank EXPIRED MANAGEMENT INC. OTTAWA K2B 6R8 Description: FS Liquid Fuel Tank

EXP-15 PIONEER ENERGY 1420 RICHMOND RD 77084 11296006 sFS Piping EXPIRED MANAGEMENT INC. OTTAWA K2B 6R8 Description: FS Piping

EXP-16 1663173 ONTARIO INC O/A GAS 2599 CARLING AVE 10514 10026267 sFS Facility EXPIRED STN OTTAWA K2B 7H7 Description: FS Propane Refill Cntr - Cylr Fill

Page 2 of List of TSSA Expired Facilities Page 15 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Fuel Storage Tank

Map Key Company Address License Tank Status Tank Status Operation Type Facility Type Issue Date As Of

FST-1 1663173 ONTARIO INC O/A GAS 2599 CARLING AVE June 2010 Retail Fuel Outlet FS GASOLINE STATION - FULL SERVE STN OTTAWA K2B 7H7

Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type

Active 13600 1990 Sacrificial anode Liquid Fuel Single Wall UST - Gasoline Active 22700 1990 Sacrificial anode Liquid Fuel Single Wall UST - Gasoline

FST-2 1663173 ONTARIO INC O/A GAS 2599 CARLING AVE 2/27/2006 Licensed August 2007 Retail Fuel Outlet Gasoline Station - Full Serve STN OTTAWA K2B 7H7

Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type

Active 22700 1986 Liquid Fuel Single Wall UST - Gasoline Active 13600 1986 Liquid Fuel Single Wall UST - Gasoline Active 13600 1986 Liquid Fuel Single Wall UST - Gasoline

FST-3 1663173 ONTARIO INC O/A GAS 2599 CARLING AVE June 2011 Retail Fuel Outlet FS GASOLINE STATION - FULL SERVE STN OTTAWA K2B 7H7

Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type

Active 13600 1990 Sacrificial anode Single Wall UST - Gasoline

Active 22700 1990 Sacrificial anode Single Wall UST - Gasoline

FST-4 1663173 ONTARIO INC O/A GAS 2599 CARLING AVE 2/27/2006 Pending December Retail Fuel Outlet Gasoline Station - Full Serve STN OTTAWA 10:56:00 AM Renewal 2008 K2B 7H7

Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type

Active 22700 1986 Liquid Fuel Single Wall UST - Gasoline Active 13600 1986 Liquid Fuel Single Wall UST - Gasoline Active 13600 1986 Liquid Fuel Single Wall UST - Gasoline

Page 1 of Fuel Storage Tank Page 16 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Fuel Storage Tank

Map Key Company Address License Tank Status Tank Status Operation Type Facility Type Issue Date As Of

FST-5 1663173 ONTARIO INC O/A GAS 2599 CARLING AVE January 2010 Retail Fuel Outlet FS GASOLINE STATION - FULL SERVE STN OTTAWA K2B 7H7

Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type

Active 13600 1990 Sacrificial anode Liquid Fuel Single Wall UST - Gasoline Active 22700 1990 Sacrificial anode Liquid Fuel Single Wall UST - Gasoline

Page 2 of Fuel Storage Tank Page 17 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Ontario Regulation 347 Waste Generators Summary

Map Key Company Address SIC Code SIC Description Waste Code Waste Description

GEN-1 FULL TILT CYCLES AND SKIS 1469 Richmond Rd. s 213 PETROLEUM DISTILLATES INC. Ottawa K2B 6R9 Generator #: ON1819000 251 OIL SKIMMINGS & SLUDGES Approval Yrs: 02,03,04,05,06,07,08

GEN-2 FULL TILT CYCLES AND SKIS 1469 Richmond Rd. s 251 Waste oils/sludges (petroleum INC. Ottawa based) K2B 6R9 Generator #: ON1819000 Approval Yrs: As of June 2009

GEN-3 BRITANNIA CLEANERS & COIN 2648 PRISCILLA STREET 9721 POWER s 241 HALOGENATED SOLVENTS WASH LTD05-625 OTTAWA LAUND./CLEANER K2B 7C9 Generator #: ON0299001 Approval Yrs: 92,93,94,95,96

GEN-4 BRITANNIA CLEANERS & COIN 2648 PRISCILLA STREET 9721 POWER s 241 HALOGENATED SOLVENTS WASH LIMITED OTTAWA LAUND./CLEANERS K2B 7C9 Generator #: ON0299001 Approval Yrs: 98,99,00,01,02,03,04,05,06 ,07,08

GEN-5 BRITANNIA CLEANERS & COIN 2648 PRISCILLA STREET 9721 POWER s 241 HALOGENATED SOLVENTS WASH LTD OTTAWA LAUND./CLEANERS K2B 7C9 Generator #: ON0299001 Approval Yrs: 97

GEN-6 BRITANNIA CLEANERS & COIN 2648 PRISCILLA STREET s 241 Halogenated solvents and WASH LIMITED OTTAWA residues K2B 7C9 Generator #: ON0299001 Approval Yrs: As of Oct 2010

GEN-7 FULL TILT CYCLES AND SKIS 1493 A RICHMOND ROAD 6541 SPORTING GOODS s 213 PETROLEUM DISTILLATES INC. OTTAWA STORE K2B 6R9 Generator #: ON1819000 Approval Yrs: 93,94,95,96,97,98,99,00,01

GEN-8 Imperial Oil Limited 1508 Richmond Road s 221 Light fuels Ottawa K2B 6S1 Generator #: ON9337469 Approval Yrs: As of Oct 2010

Page 1 of Ontario Regulation 347 Waste Generators Summary Page 18 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Ontario Regulation 347 Waste Generators Summary

Map Key Company Address SIC Code SIC Description Waste Code Waste Description

GEN-9 Imperial Oil Limited( c/o Pierre 1508 Richmond Road 447110 Gasoline Stations with s 221 LIGHT FUELS Blouin) Ottawa Convenience Stores K2B 6S1 Generator #: ON9337469 Approval Yrs: 07,08

Page 2 of Ontario Regulation 347 Waste Generators Summary Page 19 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

TSSA Historic Incidents

Map Key Company Address External File Num Date of Occurrence Fuel Occurrence Type Fuel Type Involved

HINC-1 1473 RICHMOND ROAD FS INC 0902-00695 s2/6/2009 sFire sNatural Gas OTTAWA K2B 6R9 Status Desc: Completed - Causal Analysis(End) Job Type Desc: Incident/Near-Miss Occurrence (FS) Oper. Type Involved: Commercial (e.g. restaurant, business unit, etc) Service Interruptions: Yes Property Damage: Yes Fuel Life Cycle Stage: Utilization Root Cause: Root Cause: Equipment/Material/Component:No Procedures:No Maintenance:No Design:No Training:No Management:No Human Factors:Yes Reported Details: Fuel Category: Unknown Occurrence Type: Incident Affiliation: Industry Stakeholder (Licensee/Registration/Certificate Holder, Facility Owner, etc.) County Name: Ottawa Approx. Quant. Rel: Nearby body of water: Enter Drainage Syst.: Approx. Quant. Unit: Environmental Impact:

Page 1 of TSSA Historic Incidents Page 20 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Pesticide Register

Map Key Company Address Licence No. Licence Type

PES-1 SHOPPERS DRUG MART # 0642 1460 RICHMOND RD sLimited Vendor s (RICHMOND & CARLING) OTTAWA K2B 6S1

PES-2 S. SURTI PHARMACY LTDO/A 1460 RICHMOND RD sVendor s SHPPERS DRUG MART #642 OTTAWA K2B 6S1

PES-3 SHOPPERS DRUG MART # 0642 1460 RICHMOND RD sVendor s (RICHMOND & CARLING) OTTAWA K2B 6S1

PES-4 S. SURTI PHARMACY LTD 1460 RICHMOND RD sLimited Vendor s OTTAWA K2B 6S1

Page 1 of Pesticide Register Page 21 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Private and Retail Fuel Storage Tanks

Map Key Company Address Location ID Type Expiry Date Capacity (L) Licence #

PRT-1 CARLING AND RICHMOND 1508 RICHMOND RD 11066 retail 1995-03-31 19974 0055021001 s ESSO OTTAWA K2B 6S1

PRT-2 SCOTTS ESSO 1508 RICHMOND RD 11066 retail 1996-03-31 88000 0076440379 s OTTAWA K2B6S1

PRT-3 SUNOCO INC - THROUGH 1420 RICHMOND RD 11065 retail 1995-09-30 92000 0076428374 s AGENT PIONEER PETROLEUMS OTTAWA MANA K2B6R8

PRT-4 FRANCIS CANADA INC 2599 CARLING AV 25799 retail 1995-09-30 8953 0076398304 s OTTAWA K2B7H7

PRT-5 FRANCIS CANADA INC 2599 CARLING AV 25799 retail 1994-09-30 5000 0076398395 s OTTAWA K2B7H7

PRT-6 2599 CARLING AV. 10904 retail s OTTAWA

Page 1 of Private and Retail Fuel Storage Tanks Page 22 of Detail Report Environmental Risk Information Services Ltd. Private Source Database

Retail Fuel Storage Tanks

Map Key Company Address Facility Description

RST-1 FRANCIS SERVICE STATION 2599 CARLING AVE Service Stations-Gasoline, Oil & Natural Gas OTTAWA K2B7H7

RST-2 JIM DICKINSON AUTO TECH 2599 CARLING AVE Service Stations-Gasoline, Oil & Natural Gas OTTAWA K2B7H7

RST-3 CUMBERLAND GAS 2599 CARLING AVE SERVICE STATIONS-GASOLINE, OIL & OTTAWA NATURAL GAS K2B 7H7

Page 1 of Retail Fuel Storage Tanks Page 23 of Detail Report Environmental Risk Information Services Ltd. Private Source Database

Scott's Manufacturing Directory

Map Key Company Address Established Plant Size Employment SIC/NAICS Description (ft²) Code

SCT-1 CARROLL BOUCHER 2656 PRISCILLA ST 0 0 5141 GROCERIES, GENERAL LINE ENTERPRISES OTTAWA K2B 7C9 5149 GROCERIES & RELATED PRODUCTS, N.E.C.

Page 1 of Scott's Manufacturing Directory Page 24 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Ontario Spills

Map Key Company Address Ref No. Incident Dt MOE Reported Dt Contaminant Name Contaminant Quantity

SPL-1 TRANSPORT TRUCK MUNICIPAL ROAD IN FRONT OF 165396 3/11/1999 3/11/1999 s s s 1465 RICHMOND ROAD NEAR CARLING. Incident Summary: PANTRY SHELL -DIESEL FUELTO ROAD, FD, POLICE AND WORKS ONSITE. TRANSPORT TRUCK (CARGO) Incident Cause: OTHER TRANSPORTATION ACCIDENT OTTAWA CITY Incident Reason: ERROR K2B 6R9 Nature of Impact: Water course or lake Receiving Medium: LAND Environmental Impact: POSSIBLE

SPL-2 P.I. S 21(1)(f) 1473 Richmond Road 2068-7NZDXX 2/6/2009 sFIRE WATER s s Ottawa (PARTICULATE K2B 6R9 CONTAMINANT) Incident Summary: Ottawa: Fire at 5 unit plaza, cause unkn Incident Cause: Unknown Incident Reason: Unknown - Reason not determined Nature of Impact: Receiving Medium: Environmental Impact: Not Anticipated

SPL-3 SUNOCO LABRECQUE SUNOCO SERVICE 57521 9/18/1991 9/18/1991 s s s STN RICHMOND RD/FOREST ST TANK TRUCK (CARGO) Incident Summary: SUNOCO -2L POWER STEERINGFLUID ONTO GROUND FROM A RUPTURED TANK TRUCK LINE. OTTAWA CITY Incident Cause: VALVE/FITTING LEAK OR FAILURE Incident Reason: CORROSION Nature of Impact: Receiving Medium: LAND Environmental Impact: NOT ANTICIPATED

Page 1 of Ontario Spills Page 25 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-1 1508672 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437985.7 Northing Nad83: 5023572 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 11/17/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth: 98 ft Pump Rate: 17 GPM Static Water Level: 18 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.900169 Elevation Reliability: Depth to Bedrock: 9 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 9 ft 9 ft TOPSOIL, BOULDERS

89 ft 98 ft BLUE LIMESTONE

Page 1 of Water Well Information System Page 26 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-2 7126055 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438099 Northing Nad83: 5023633 Zone: 18 Utm Reliability: margin of error : 10 - 30 m Construction Date: 6/17/2009 Primary Water Use: Secondary Water Use: Well Depth: 17 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Boring Flowing (y/n): Elevation (m): 72.107131 Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Water Type: Casing Material: PLASTIC Thickness Original Material Colour Material Depth 1 ft 1 ft BROWN TOPSOIL

8 ft 9 ft GREY SAND, SILTY, FILL

8 ft 17 ft GREY TILL, SANDY, DENSE

Page 2 of Water Well Information System Page 27 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-3 1508769 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438155.7 Northing Nad83: 5023602 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 7/19/1955 Primary Water Use: Domestic Secondary Water Use: Well Depth: 150 ft Pump Rate: 13 GPM Static Water Level: 49 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 76.438194 Elevation Reliability: Depth to Bedrock: 23 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 20 ft 20 ft TOPSOIL, GRAVEL

3 ft 23 ft HARDPAN

127 ft 150 ft BLUE LIMESTONE

Page 3 of Water Well Information System Page 28 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-4 1508646 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437930.7 Northing Nad83: 5023542 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 4/2/1953 Primary Water Use: Domestic Secondary Water Use: Well Depth: 68 ft Pump Rate: 60 GPM Static Water Level: 5 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.244812 Elevation Reliability: Depth to Bedrock: 6 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 6 ft 6 ft MEDIUM SAND, STONES

62 ft 68 ft GREY ROCK

Page 4 of Water Well Information System Page 29 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-5 1508674 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437925.7 Northing Nad83: 5023552 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 3/27/1953 Primary Water Use: Domestic Secondary Water Use: Well Depth: 75 ft Pump Rate: 2 GPM Static Water Level: 12 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.156394 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 13 ft 13 ft SHALE

62 ft 75 ft LIMESTONE

Page 5 of Water Well Information System Page 30 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-6 1508673 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437925.7 Northing Nad83: 5023552 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 3/26/1953 Primary Water Use: Domestic Secondary Water Use: Well Depth: 67 ft Pump Rate: 1 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.156394 Elevation Reliability: Depth to Bedrock: 10 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 10 ft 10 ft MEDIUM SAND, STONES

57 ft 67 ft ROCK

Page 6 of Water Well Information System Page 31 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-7 7051327 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438065 Northing Nad83: 5023426 Zone: 18 Utm Reliability: margin of error : 10 - 30 m Construction Date: 9/8/2007 Primary Water Use: Not Used Secondary Water Use: Well Depth: 9.8 m Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Boring Flowing (y/n): Elevation (m): 77.956611 Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Water Type: Casing Material: PLASTIC Thickness Original Material Colour Material Depth 5 m 5 m BROWN SAND

1.7 m 6.7 m GREY SILT

3.1 m 9.8 m GREY ROCK

Page 7 of Water Well Information System Page 32 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-8 1507968 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438055.7 Northing Nad83: 5023422 Zone: 18 Utm Reliability: unknown UTM Construction Date: 10/2/1950 Primary Water Use: Domestic Secondary Water Use: Well Depth: 80 ft Pump Rate: 5 GPM Static Water Level: 12 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 77.772178 Elevation Reliability: Depth to Bedrock: 30 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 30 ft 30 ft BLUE CLAY, HARDPAN

50 ft 80 ft GREY LIMESTONE

Page 8 of Water Well Information System Page 33 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-9 1507930 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437910.7 Northing Nad83: 5023542 Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/18/1951 Primary Water Use: Domestic Secondary Water Use: Well Depth: 60 ft Pump Rate: 175 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.292839 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness Original Material Colour Material Depth 60 ft 60 ft SLATE

Page 9 of Water Well Information System Page 34 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-10 1507931 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437910.7 Northing Nad83: 5023542 Zone: 18 Utm Reliability: unknown UTM Construction Date: 9/25/1951 Primary Water Use: Domestic Secondary Water Use: Well Depth: 73 ft Pump Rate: 175 GPM Static Water Level: 10 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.292839 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 3 ft 3 ft SHALE

70 ft 73 ft BLACK SHALE

Page 10 of Water Well Information System Page 35 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-11 lot 22 con 1 1503873 022 01 OF OTTAWA-CARLETON OTTAWA CITY (NEPEAN)

Easting Nad83: 438190.7 Northing Nad83: 5023622 Zone: 18 Utm Reliability: unknown UTM Construction Date: 12/12/1949 Primary Water Use: Domestic Secondary Water Use: Well Depth: 100 ft Pump Rate: Static Water Level: 25 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 76.251914 Elevation Reliability: Depth to Bedrock: 30 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 22 ft 22 ft CLAY, BOULDERS

8 ft 30 ft GRAVEL

70 ft 100 ft SHALE

Page 11 of Water Well Information System Page 36 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-12 1508761 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437935.7 Northing Nad83: 5023462 Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/15/1951 Primary Water Use: Domestic Secondary Water Use: Well Depth: 65 ft Pump Rate: 3 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 75.179397 Elevation Reliability: Depth to Bedrock: 3 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 3 ft 3 ft GRAVEL, STONES

62 ft 65 ft BLACK SLATE

Page 12 of Water Well Information System Page 37 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-13 1508675 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437890.7 Northing Nad83: 5023532 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 9/29/1954 Primary Water Use: Domestic Secondary Water Use: Well Depth: 101 ft Pump Rate: 1 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.522377 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Mixed in a Layer Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 3 ft 3 ft TOPSOIL, SHALE

98 ft 101 ft BLUE LIMESTONE

Page 13 of Water Well Information System Page 38 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-14 1508772 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438190.7 Northing Nad83: 5023662 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 10/7/1957 Primary Water Use: Commerical Secondary Water Use: Well Depth: 130 ft Pump Rate: 7 GPM Static Water Level: 42 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 75.760696 Elevation Reliability: Depth to Bedrock: 25 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 25 ft 25 ft CLAY, BOULDERS

105 ft 130 ft LIMESTONE

Page 14 of Water Well Information System Page 39 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-15 1508645 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438220.7 Northing Nad83: 5023622 Zone: 18 Utm Reliability: unknown UTM Construction Date: 9/30/1950 Primary Water Use: Domestic Secondary Water Use: Well Depth: 110 ft Pump Rate: Static Water Level: 30 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 75.742309 Elevation Reliability: Depth to Bedrock: 30 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 25 ft 25 ft CLAY

5 ft 30 ft GRAVEL

80 ft 110 ft LIMESTONE

Page 15 of Water Well Information System Page 40 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-16 1507932 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437880.7 Northing Nad83: 5023522 Zone: 18 Utm Reliability: unknown UTM Construction Date: 9/22/1951 Primary Water Use: Domestic Secondary Water Use: Well Depth: 63 ft Pump Rate: 175 GPM Static Water Level: 10 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.630973 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 3 ft 3 ft SHALE

60 ft 63 ft SLATE

Page 16 of Water Well Information System Page 41 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-17 1507969 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437990.7 Northing Nad83: 5023392 Zone: 18 Utm Reliability: unknown UTM Construction Date: 10/10/1950 Primary Water Use: Domestic Secondary Water Use: Well Depth: 140 ft Pump Rate: 3 GPM Static Water Level: 120 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 79.142471 Elevation Reliability: Depth to Bedrock: 30 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 30 ft 30 ft GREY CLAY

110 ft 140 ft LIMESTONE

Page 17 of Water Well Information System Page 42 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-18 1508773 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437980.7 Northing Nad83: 5023392 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 8/2/1958 Primary Water Use: Commerical Secondary Water Use: Well Depth: 200 ft Pump Rate: 8 GPM Static Water Level: 40 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 79.494659 Elevation Reliability: Depth to Bedrock: 32 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 32 ft 32 ft CLAY

168 ft 200 ft LIMESTONE

Page 18 of Water Well Information System Page 43 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-19 lot 22 con 2 1504049 022 02 OF OTTAWA-CARLETON OTTAWA CITY (NEPEAN)

Easting Nad83: 438135.7 Northing Nad83: 5023392 Zone: 18 Utm Reliability: unknown UTM Construction Date: 2/26/1948 Primary Water Use: Domestic Secondary Water Use: Well Depth: 112 ft Pump Rate: 12 GPM Static Water Level: 40 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 79.676658 Elevation Reliability: Depth to Bedrock: 33 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 33 ft 33 ft SILT

79 ft 112 ft LIMESTONE

Page 19 of Water Well Information System Page 44 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-20 1507791 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438170.7 Northing Nad83: 5023402 Zone: 18 Utm Reliability: unknown UTM Construction Date: 5/27/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth: 112 ft Pump Rate: 5 GPM Static Water Level: 40 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 79.371124 Elevation Reliability: Depth to Bedrock: 30 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness Original Material Colour Material Depth 5 ft 5 ft CLAY

15 ft 20 ft SILT

10 ft 30 ft HARDPAN, BOULDERS

82 ft 112 ft LIMESTONE

Page 20 of Water Well Information System Page 45 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-21 1507792 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438170.7 Northing Nad83: 5023402 Zone: 18 Utm Reliability: unknown UTM Construction Date: 5/28/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth: 112 ft Pump Rate: 4 GPM Static Water Level: 38 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 79.371124 Elevation Reliability: Depth to Bedrock: 30 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 12 ft 12 ft MEDIUM SAND

8 ft 20 ft CLAY

10 ft 30 ft FILL

82 ft 112 ft LIMESTONE

Page 21 of Water Well Information System Page 46 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-22 1508668 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437850.7 Northing Nad83: 5023582 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 8/15/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth: 85 ft Pump Rate: 8 GPM Static Water Level: 18 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 69.544731 Elevation Reliability: Depth to Bedrock: 3 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 3 ft 3 ft GRAVEL, STONES

82 ft 85 ft BLACK LIMESTONE

Page 22 of Water Well Information System Page 47 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-23 1508671 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437850.7 Northing Nad83: 5023522 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 10/17/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth: 63 ft Pump Rate: 1 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.371833 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Overburden below Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness Original Material Colour Material Depth 9 ft 9 ft BLACK LIMESTONE

19 ft 28 ft BROWN CLAY

35 ft 63 ft BLUE ROCK

Page 23 of Water Well Information System Page 48 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-24 lot 22 con 2 1504057 022 02 OF OTTAWA-CARLETON OTTAWA CITY (NEPEAN)

Easting Nad83: 438100.7 Northing Nad83: 5023362 Zone: 18 Utm Reliability: unknown UTM Construction Date: 5/12/1949 Primary Water Use: Domestic Secondary Water Use: Well Depth: 105 ft Pump Rate: Static Water Level: 30 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 80.260086 Elevation Reliability: Depth to Bedrock: 40 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 20 ft 20 ft CLAY

10 ft 30 ft MEDIUM SAND

10 ft 40 ft GRAVEL

65 ft 105 ft SHALE

Page 24 of Water Well Information System Page 49 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-25 1507933 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437850.7 Northing Nad83: 5023512 Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/20/1951 Primary Water Use: Domestic Secondary Water Use: Well Depth: 85 ft Pump Rate: 3 GPM Static Water Level: 8 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 70.439193 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 85 ft 85 ft SLATE

Page 25 of Water Well Information System Page 50 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-26 1508048 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437870.7 Northing Nad83: 5023672 Zone: 18 Utm Reliability: unknown UTM Construction Date: 6/26/1953 Primary Water Use: Domestic Secondary Water Use: Well Depth: 40 ft Pump Rate: 1 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 69.48561 Elevation Reliability: Depth to Bedrock: 2 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness Original Material Colour Material Depth 2 ft 2 ft MEDIUM SAND, STONES

38 ft 40 ft GREY ROCK

Page 26 of Water Well Information System Page 51 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-27 lot 22 con 1 1503872 022 01 OF OTTAWA-CARLETON OTTAWA CITY (NEPEAN)

Easting Nad83: 438270.7 Northing Nad83: 5023532 Zone: 18 Utm Reliability: unknown UTM Construction Date: 6/30/1949 Primary Water Use: Commerical Secondary Water Use: Well Depth: 140 ft Pump Rate: Static Water Level: 40 ft Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 76.512962 Elevation Reliability: Depth to Bedrock: 20 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 5 ft 5 ft TOPSOIL

5 ft 10 ft CLAY

10 ft 20 ft HARDPAN

120 ft 140 ft BLUE LIMESTONE

Page 27 of Water Well Information System Page 52 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-28 lot 22 con 2 1504050 022 02 OF OTTAWA-CARLETON OTTAWA CITY (NEPEAN)

Easting Nad83: 438250.7 Northing Nad83: 5023452 Zone: 18 Utm Reliability: unknown UTM Construction Date: 3/5/1948 Primary Water Use: Domestic Secondary Water Use: Well Depth: 109 ft Pump Rate: 10 GPM Static Water Level: 33 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 78.44104 Elevation Reliability: Depth to Bedrock: 33 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 33 ft 33 ft SILT

76 ft 109 ft LIMESTONE

Page 28 of Water Well Information System Page 53 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-29 1508670 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 437825.7 Northing Nad83: 5023582 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 10/11/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth: 64 ft Pump Rate: 1 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 69.253402 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedrock: Overburden below Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness Original Material Colour Material Depth 10 ft 10 ft BLACK LIMESTONE

26 ft 36 ft BROWN CLAY

28 ft 64 ft BLUE ROCK

Page 29 of Water Well Information System Page 54 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-30 1507970 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438260.7 Northing Nad83: 5023662 Zone: 18 Utm Reliability: unknown UTM Construction Date: 10/31/1950 Primary Water Use: Domestic Secondary Water Use: Well Depth: 92 ft Pump Rate: 4 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 75.988052 Elevation Reliability: Depth to Bedrock: 30 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, , OPEN HOLE Thickness Original Material Colour Material Depth 30 ft 30 ft CLAY

62 ft 92 ft LIMESTONE

Page 30 of Water Well Information System Page 55 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-31 lot 22 con 1 1504075 022 01 OF OTTAWA-CARLETON OTTAWA CITY (NEPEAN)

Easting Nad83: 438230.6 Northing Nad83: 5023722 Zone: 18 Utm Reliability: unknown UTM Construction Date: 11/9/1949 Primary Water Use: Domestic Secondary Water Use: Well Depth: 88 ft Pump Rate: Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 76.141197 Elevation Reliability: Depth to Bedrock: 20 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness Original Material Colour Material Depth 10 ft 10 ft BOULDERS, CLAY

10 ft 20 ft GRAVEL

68 ft 88 ft LIMESTONE

Page 31 of Water Well Information System Page 56 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-32 1508063 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438290.7 Northing Nad83: 5023602 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 6/8/1950 Primary Water Use: Domestic Secondary Water Use: Well Depth: 130 ft Pump Rate: 7 GPM Static Water Level: 30 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 76.261711 Elevation Reliability: Depth to Bedrock: 20 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness Original Material Colour Material Depth 20 ft 20 ft GREY CLAY

110 ft 130 ft GREY LIMESTONE

Page 32 of Water Well Information System Page 57 of Detail Report Environmental Risk Information Services Ltd. Provincial Source Database

Water Well Information System

Map Key Company Address Well Id Lot Concession Concession Name County Municipality

WWIS-33 1508340 OTTAWA-CARLETON OTTAWA CITY

Easting Nad83: 438170.7 Northing Nad83: 5023352 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 6/4/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth: 115 ft Pump Rate: 5 GPM Static Water Level: 40 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): 81.17884 Elevation Reliability: Depth to Bedrock: 34 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness Original Material Colour Material Depth 10 ft 10 ft CLAY

24 ft 34 ft HARDPAN

81 ft 115 ft LIMESTONE

Page 33 of Water Well Information System Page 58 of Detail Report Environmental Risk Information Services Ltd.

Appendix: Ontario Database Descriptions

EcoLog Environmental Risk Information Services Ltd can search the following databases. The extent of historical information varies with each database and current information is determined by what is publicly available to EcoLog ERIS at the time of update. Note: Databases denoted with “*” indicates that the database will no longer be updated. See the individual database descriptions for more information.

Provincial Government Source Databases:

Abandoned Aggregate Inventory Up to Sept 2002 AAGR

The MAAP Program maintains a database of all abandoned pits and quarries. Please note that the database is only referenced by lot and concession and city/town location. The database provides information regarding the location, type, size, land use, status and general comments.

Aggregate Inventory Up to Jun 2011 AGR

The Ontario Ministry of Natural Resources maintains a database of all active pits and quarries. Please note that the database is only referenced by lot\concession and city/town location. The database provides information regarding the registered owner/operator, location, status, licence type, and maximum tonnage.

Abandoned Mines Information System 1800-Jan 2012 AMIS

The Abandoned Mines Information System contains data on known abandoned and inactive mines located on both Crown and privately held lands. The information was provided by the Ministry of Northern Development and Mines (MNDM), with the following disclaimer: “the database provided has been compiled from various sources, and the Ministry of Northern Development and Mines makes no representation and takes no responsibility that such information is accurate, current or complete”. Reported information includes official mine name, status, background information, mine start/end date, primary commodity, mine features, hazards and remediation.

Borehole 1875-Aug 2011 BORE

A borehole is the generalized term for any narrow shaft drilled in the ground, either vertically or horizontally. The information here includes geotechnical investigations or environmental site assessments, mineral exploration, or as a pilot hole for installing piers or underground utilities. Information is from many sources such as the Ministry of Transportation (MTO) boreholes from engineering reports and projects from the 1950 to 1990’s in Southern Ontario. Boreholes from the Ontario Geological Survey (OGS) including The Urban Geology Analysis Information System (UGAIS) and the York Peel Durham Toronto (YPDT) database of the Conservation Authority Moraine Coalition. This database will include fields such as location, stratigraphy, depth, elevation, year drilled, etc. For all water well data or oil and gas well data for Ontario please refer to WWIS and OOGW.

Certificates of Approval 1985-Oct 30, 2011* CA

This database contains the following types of approvals: Air & Noise, Industrial Sewage, Municipal & Private Sewage, Waste Management Systems and Renewable Energy Approvals. The MOE in Ontario states that any facility that releases emissions to the atmosphere, discharges contaminants to ground or surface water, provides potable water supplies, or stores, transports or disposes of waste, must have a Certificate of Approval before it can operate lawfully. Fields include approval number, business name, address, approval date, approval type and status. This database will no longer be updated, as CofA’s have been replaced by either Environmental Activity and Sector Registry (EASR) or Environmental Compliance Approval (ECA). Please refer to those individual databases for any information after Oct.31, 2011.

TSSA Commercial Fuel Oil Tanks 1948-Aug 2011 CFOT

Since May 2002, Ontario developed a new act where it became mandatory for fuel oil tanks to be registered with Technical Standards & Safety Authority (TSSA). This data would include all commercial underground fuel oil tanks in Ontario with fields such as location, registration number, tank material, age of tank and tank size.

Inventory of Coal Gasification Plants and Coal Tar Sites April 1987 and November 1988* COAL

This inventory includes both the “Inventory of Coal Gasification Plant Waste Sites in Ontario-April 1987” and the “Inventory of Industrial Sites Producing or Using Coal Tar and Related Tars in Ontario-November 1988) collected by the MOE. It identifies industrial sites that produced and continue to produce or use coal tar and other related tars. Detailed information is available and includes: facility type, size, land use, information on adjoining properties, soil condition, site operators/occupants, site description, potential environmental impacts and historic maps available. This was a one-time inventory.*

Compliance and Convictions 1989-Feb 2012 CONV

This database summarizes the fines and convictions handed down by the Ontario courts beginning in 1989. Companies and individuals named here have been found guilty of environmental offenses in Ontario courts of law.

Certificates of Property Use 1994-Feb 2012 CPU

This is a subset taken from Ontario’s Environmental Registry (EBR) database. It will include all CPU’s on the registry such as (EPA s. 168.6) - Certificate of Property Use.

Drill Holes 1886-Oct 2011 DRL

The Ontario Drill Hole Database contains information on more than 113,000 percussion, overburden, sonic and diamond drill holes from assessment files on record with the department of Mines and Minerals. Please note that limited data is available for southern Ontario, as it was the last area to be completed. The database was created when surveys submitted to the Ministry were converted in the Assessment File Research Image Database (AFRI) project. However, the degree of accuracy (coordinates) as to the exact location of drill holes is dependent upon the source document submitted to the MNDM. Levels of accuracy used to locate holes are: centering on the mining claim; a sketch of the mining claim; a 1:50,000 map; a detailed company map; or from submitted a “Report of Work”.

Environmental Activity and Sector Registry Oct 31, 2011-Feb 2012 EASR

On October 31, 2011, a smarter, faster environmental approvals system came into effect in Ontario. The EASR allows businesses to register certain activities with the ministry, rather than apply for an approval. The registry is available for common systems and processes, to which preset rules of operation can be applied. The EASR is currently available for: heating systems, standby power systems and automotive refinishing. Businesses whose activities aren’t subject to the EASR may apply for an ECA (Environmental Compliance Approval), Please see our ECA database.

Environmental Registry 1994-Feb 2012 EBR

The Environmental Registry lists proposals, decisions and exceptions regarding policies, Acts, instruments, or regulations that could significantly affect the environment. Through the Registry, thirteen provincial ministries notify the public of upcoming proposals and invite their comments. For example, if a local business is requesting a permit, license, or certificate of approval to release substances into the air or water; these are notified on the registry. Data includes: Approval for discharge into the natural environment other than water (i.e. Air) - EPA s. 9, Approval for sewage works - OWRA s. 53(1), and EPA s. 27 - Approval for a waste disposal site. For information regarding Permit to Take Water (PTTW), Certificate of Property Use (CPU) and (ORD) Orders please refer to those individual databases.

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Environmental Compliance Approval Oct 31, 2011-Feb 2012 ECA

On October 31, 2011, a smarter, faster environmental approvals system came into effect in Ontario. In the past, a business had to apply for multiple approvals (known as certificates of approval) for individual processes and pieces of equipment. Today, a business either registers itself, or applies for a single approval, depending on the types of activities it conducts. Businesses whose activities aren’t subject to the EASR may apply for an ECA. A single ECA addresses all of a business’s emissions, discharges and wastes. Separate approvals for air, noise and waste are no longer required. This database will also include Renewable Energy Approvals. For CofA’s prior to Nov 1st, 2011, please refer to the CA database. For all Waste Disposal Sites please refer to the WDS database.

List of TSSA Expired Facilities Current to Feb 2012 EXP

This is a list of all expired facilities that fall under the TSSA (TSS Act & Safety Regulations), including the six regulations that exist under the Fuels Safety Division. It will include facilities such as private fuel outlets, bulk plants, fuel oil tanks, gasoline stations, marinas, propane filling stations, liquid fuel tanks, piping systems, etc. These tanks have been removed and automatically fall under the expired facilities inventory held by TSSA.

TSSA Fuel Storage Tanks Current to Jun 2011 FST

The Technical Standards & Safety Authority (TSSA), under the Technical Standards & Safety Act of 2000 maintains a database of registered private and retail fuel storage tanks in Ontario with fields such as location, tank status, license date, tank type, tank capacity, fuel type, installation year and facility type.

Ontario Regulation 347 Waste Generators Summary 1986-Oct 2010 GEN

Regulation 347 of the Ontario EPA defines a waste generation site as any site, equipment and/or operation involved in the production, collection, handling and/or storage of regulated wastes. A generator of regulated waste is required to register the waste generation site and each waste produced, collected, handled, or stored at the site. This database contains the registration number, company name and address of registered generators including the types of hazardous wastes generated. It includes data on waste generating facilities such as: drycleaners, waste treatment and disposal facilities, machine shops, electric power distribution etc. This information is a summary of all years from 1986 including the most currently available data. Some records may contain, within the company name, the phrase “See & Use…” followed by a series of letters and numbers. This occurs when one company is amalgamated with or taken over by another registered company. The number listed as “See & Use”, refers to the new ownership and the other identification number refers to the original ownership. This phrase serves as a link between the 2 companies until operations have been fully transferred.

TSSA Historic Incidents 2006-June 2009 HINC

This database will cover all incidences recorded by TSSA with their older system, before they moved to their new management system. TSSA's Fuels Safety Program administers the Technical Standards & Safety Act 2000, providing fuel- related safety services associated with the safe transportation, storage, handling and use of fuels such as gasoline, diesel, propane, natural gas and hydrogen. Under this Act, TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors and equipment or appliances that use fuels. We also work to protect the public, the environment and property from fuel-related hazards such as spills, fires and explosions. This database will include spills and leaks from pipelines, diesel, fuel oil, gasoline, natural gas, propane and hydrogen recorded by the TSSA.

TSSA Incidents June 2009-Mar 2012 INC

TSSA's Fuels Safety Program administers the Technical Standards & Safety Act 2000, providing fuel-related safety services associated with the safe transportation, storage, handling and use of fuels such as gasoline, diesel, propane, natural gas and hydrogen. Under this Act, TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors and equipment or appliances that use fuels. Includes incidents from fuel-related hazards such as spills, fires and explosions. This database will include spills and leaks from diesel, fuel oil, gasoline, natural gas, propane and hydrogen recorded by the TSSA.

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Landfill Inventory Management Ontario 2010 LIMO

The Landfill Inventory Management Ontario (LIMO) database is updated every year, as the ministry compiles new and updated information. The inventory will include small and large landfills. Additionally, each year the ministry will request operators of the larger landfills complete a landfill data collection form that will be used to update LIMO and will include the following information from the previous operating year. This will include additional information such as estimated amount of total waste received, landfill capacity, estimated total remaining landfill capacity, fill rates, engineering designs, reporting and monitoring details, size of location, service area, approved waste types, leachate of site treatment, contaminant attenuation zone and more. The small landfills will include information such as site owner, site location and certificate of approval # and status.

Mineral Occurrences 1846-Nov 2011 MNR

In the early 70’s, the Ministry of Northern Development and Mines created an inventory of approximately 19,000 mineral occurrences in Ontario, in regard to metallic and industrial minerals, as well as some information on building stones and aggregate deposits. Please note that the “Horizontal Positional Accuracy” is approximately +/- 200 m. Many reference elements for each record were derived from field sketches using pace or chain/tape measurements against claim posts or topographic features in the area. The primary limiting factor for the level of positional accuracy is the scale of the source material. The testing of horizontal accuracy of the source materials was accomplished by comparing the planimetric (X and Y) coordinates of that point with the coordinates of the same point as defined from a source of higher accuracy.

Non-Compliance Reports 1992(water only), 1994-2010 NCPL

The Ministry of the Environment provides information about non-compliant discharges of contaminants to air and water that exceed legal allowable limits, from regulated industrial and municipal facilities. A reported non-compliance failure may be in regard to a Control Order, Certificate of Approval, Sectoral Regulation or specific regulation/act.

Ontario Oil and Gas Wells 1800-Jun 2011 OOGW

In 1998, the MNR handed over to the Ontario Oil, Gas and Salt Resources Corporation, the responsibility of maintaining a database of oil and gas wells drilled in Ontario. The OGSR Library has over 20,000+ wells in their database. Information available for all wells in the ERIS database include well owner/operator, location, permit issue date, well cap date, licence no., status, depth and the primary target (rock unit) of the well being drilled. All geology/stratigraphy table information, plus all water table information is also provide for each well record.

Ontario Inventory of PCB Storage Sites 1987-Oct 2004 OPCB

The Ontario Ministry of Environment, Waste Management Branch, maintains an inventory of PCB storage sites within the province. Ontario Regulation 11/82 (Waste Management - PCB) and Regulation 347 (Generator Waste Management) under the Ontario EPA requires the registration of inactive PCB storage equipment and/or disposal sites of PCB waste with the Ontario Ministry of Environment. This database contains information on: 1) waste quantities; 2) major and minor sites storing liquid or solid waste; and 3) a waste storage inventory.

Orders 1994-Feb 2012 ORD

This is a subset taken from Ontario’s Environmental Registry (EBR) database. It will include all Orders on the registry such as (EPA s. 17) - Order for remedial work, (EPA s. 18) - Order for preventative measures, (EPA s. 43) - Order for removal of waste and restoration of site, (EPA s. 44) - Order for conformity with Act for waste disposal sites, (EPA s. 136) - Order for performance of environmental measures.

Pesticide Register 1988-Mar 2011 PES

The Ontario Ministry of Environment maintains a database of all manufacturers and vendors of registered pesticides.

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TSSA Pipeline Incidents June 2009-Mar 2012 PINC

TSSA's Fuels Safety Program administers the Technical Standards & Safety Act 2000, providing fuel-related safety services associated with the safe transportation, storage, handling and use of fuels such as gasoline, diesel, propane, natural gas and hydrogen. Under this Act, TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors and equipment or appliances that use fuels. This database will include spills, strike and leaks from recorded by the TSSA.

Private and Retail Fuel Storage Tanks 1989-1996* PRT

The Fuels Safety Branch of the Ontario Ministry of Consumer and Commercial Relations maintained a database of all registered private fuel storage tanks and licensed retail fuel outlets. This database includes an inventory of locations that have gasoline, oil, waste oil, natural gas and/or propane storage tanks on their property. The MCCR no longer collects this information. This information is now collected by the Technical Standards and Safety Authority (TSSA).

Permit to Take Water 1994-Feb 2012 PTTW

This is a subset taken from Ontario’s Environmental Registry (EBR) database. It will include all PTTW’s on the registry such as OWRA s. 34 - Permit to take water.

Ontario Regulation 347 Waste Receivers Summary 1986-2008 REC

Part V of the Ontario Environmental Protection Act (“EPA”) regulates the disposal of regulated waste through an operating waste management system or a waste disposal site operated or used pursuant to the terms and conditions of a Certificate of Approval or a Provisional Certificate of Approval. Regulation 347 of the Ontario EPA defines a waste receiving site as any site or facility to which waste is transferred by a waste carrier. A receiver of regulated waste is required to register the waste receiving facility. This database represents registered receivers of regulated wastes, identified by registration number, company name and address, and includes receivers of waste such as: landfills, incinerators, transfer stations, PCB storage sites, sludge farms and water pollution control plants. This information is a summary of all years from 1986 including the most currently available data.

Record of Site Condition 1997-Sept 2001, Oct 2004-Feb 2012 RSC

The Record of Site Condition (RSC) is part of the Ministry of the Environment’s Brownfields Environmental Site Registry. Protection from environmental cleanup orders for property owners is contingent upon documentation known as a record of site condition (RSC) being filed in the Environmental Site Registry. In order to file an RSC, the property must have been properly assessed and shown to meet the soil, sediment and groundwater standards appropriate for the use (such as residential) proposed to take place on the property. The Record of Site Condition Regulation (O. Reg. 153/04) details requirements related to site assessment and clean up. RSCs filed after July 1, 2011 will also be included as part of the new (O.Reg. 511/09).

Ontario Spills 1988-2011 SPL

This database identifies information such as location (approximate), type and quantity of contaminant, date of spill, environmental impact, cause, nature of impact, etc. Information from 1988-2002 was part of the ORIS (Occurrence Reporting Information System). The SAC (Spills Action Centre) handles all spills reported in Ontario. Regulations for spills in Ontario are part of the MOE’s Environmental Protection Act, Part X.

Wastewater Discharger Registration Database 1990-2010 SRDS

Information under this heading is combination of the following 2 programs. The Municipal/Industrial Strategy for Abatement (MISA) division of the Ontario Ministry of Environment maintained a database of all direct dischargers of toxic pollutants within nine sectors including: Electric Power Generation; Mining; Petroleum Refining; Organic Chemicals; Inorganic Chemicals; Pulp & Paper; Metal Casting; Iron & Steel; and Quarries. All sampling information is now collected and stored within the Sample Result Data Store (SRDS).

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TSSA Variances for Abandonment of Underground Storage Tanks Current to October 2011 VAR

The TSSA, Under the Liquid Fuels Handling Code and the Fuel Oil Code, all underground storage tanks must be removed within two years of disuse. If removal of a tank is not feasible, you may apply to seek a variance from this code requirement. This is a list of all variances granted for abandoned tanks.

Waste Disposal Sites - MOE CA Inventory 1970-Feb 2012 WDS

The Ontario Ministry of Environment, Waste Management Branch, maintains an inventory of known open (active or inactive) and closed disposal sites in the Province of Ontario. Active sites maintain a Certificate of Approval, are approved to receive and are receiving waste. Inactive sites maintain Certificate(s) of Approval but are not receiving waste. Closed sites are not receiving waste. The data contained within this database was compiled from the MOE's Certificate of Approval database. Locations of these sites may be cross-referenced to the Anderson database described under ERIS’s Private Source Database section, by the CA number. All new Environmental Compliance Approvals handed out after Oct 31, 2011 for Waste Disposal Sites will still be found in this database.

Waste Disposal Sites - MOE 1991 Historical Approval Inventory Up to Oct 1990* WDSH

In June 1991, the Ontario Ministry of Environment, Waste Management Branch, published the "June 1991 Waste Disposal Site Inventory", of all known active and closed waste disposal sites as of October 30st, 1990. For each "active" site as of October 31st 1990, information is provided on site location, site/CA number, waste type, site status and site classification. For each "closed" site as of October 31st 1990, information is provided on site location, site/CA number, closure date and site classification. Locations of these sites may be cross-referenced to the Anderson database described under ERIS’s Private Source Database section, by the CA number.

Water Well Information System 1955-2011 WWIS

This database describes locations and characteristics of water wells found within Ontario in accordance with Regulation 903. It includes such information as coordinates, construction date, well depth, primary and secondary use, pump rate, static water level, well status, etc. Also included are detailed stratigraphy information, approximate depth to bedrock and the approximate depth to the water table.

Federal Government Source Databases: Diagram Identifier:

Environmental Effects Monitoring 1992-2007* EEM

The Environmental Effects Monitoring program assesses the effects of effluent from industrial or other sources on fish, fish habitat and human usage of fisheries resources. Since 1992, pulp and paper mills have been required to conduct EEM studies under the Pulp and Paper Effluent Regulations. This database provides information on the mill name, geographical location and sub-lethal toxicity data.

Environmental Issues Inventory System 1992-2001* EIIS

The Environmental Issues Inventory System was developed through the implementation of the Environmental Issues and Remediation Plan. This plan was established to determine the location and severity of contaminated sites on inhabited First Nation reserves, and where necessary, to remediate those that posed a risk to health and safety; and to prevent future environmental problems. The EIIS provides information on the reserve under investigation, inventory number, name of site, environmental issue, site action (Remediation, Site Assessment), and date investigation completed.

Federal Convictions 1988-Jun 2007 FCON

Environment Canada maintains a database referred to as the “Environmental Registry” that details prosecutions under the Canadian Environmental Protection Act (CEPA) and the Fisheries Act (FA). Information is provided on the company name, location, charge date, offence and penalty.

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Contaminated Sites on Federal Land June 2000-Jan 2012 FCS

The Treasury Board of Canada Secretariat maintains an inventory of all known contaminated sites held by various Federal departments and agencies. This inventory does not include properties owned by Crown corporations, but does contain non- federal sites for which the Government of Canada has accepted some or all financial responsibility. All sites have been classified through a system developed by the Canadian Council of Ministers of the Environment. The database provides information on company name, location, site ID #, property use, classification, current status, contaminant type and plan of action for site remediation.

Fisheries & Oceans Fuel Tanks 1964-Sept 2003 FOFT

Fisheries & Oceans Canada maintains an inventory of all aboveground & underground fuel storage tanks located on Fisheries & Oceans property or controlled by DFO. Our inventory provides information on the site name, location, tank owner, tank operator, facility type, storage tank location, tank contents & capacity, and date of tank installation.

Indian & Northern Affairs Fuel Tanks 1950-Aug 2003 IAFT

The Department of Indian & Northern Affairs Canada (INAC) maintains an inventory of all aboveground & underground fuel storage tanks located on both federal and crown land. Our inventory provides information on the reserve name, location, facility type, site/facility name, tank type, material & ID number, tank contents & capacity, and date of tank installation.

National Analysis of Trends in Emergencies System (NATES) 1974-1994* NATE

In 1974 Environment Canada established the National Analysis of Trends in Emergencies System (NATES) database, for the voluntary reporting of significant spill incidents. The data was to be used to assist in directing the work of the emergencies program. NATES ran from 1974 to 1994. Extensive information is available within this database including company names, place where the spill occurred, date of spill, cause, reason and source of spill, damage incurred, and amount, concentration, and volume of materials released.

National Defence & Canadian Forces Fuel Tanks Up to May 2001* NDFT

The Department of National Defence and the Canadian Forces maintains an inventory of all aboveground & underground fuel storage tanks located on DND lands. Our inventory provides information on the base name, location, tank type & capacity, tank contents, tank class, date of tank installation, date tank last used, and status of tank as of May 2001. This database will no longer be updated due to the new National Security protocols which have prohibited any release of this database.

National Defence & Canadian Forces Spills Mar 1999-Aug 2010 NDSP

The Department of National Defence and the Canadian Forces maintains an inventory of spills to land and water. All spill sites have been classified under the “Transportation of Dangerous Goods Act - 1992”. Our inventory provides information on the facility name, location, spill ID #, spill date, type of spill, as well as the quantity of substance spilled & recovered.

National Defence & Canadian Forces Waste Disposal Sites 2001-April 2007 NDWD

The Department of National Defence and the Canadian Forces maintains an inventory of waste disposal sites located on DND lands. Where available, our inventory provides information on the base name, location, type of waste received, area of site, depth of site, year site opened/closed and status.

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National Environmental Emergencies System (NEES) 1974-2003 NEES

In 2000, the Emergencies program implemented NEES, a reporting system for spills of hazardous substances. For the most part, this system only captured data from the Atlantic Provinces, some from Quebec and Ontario and a portion from British Columbia. Data for Alberta, Saskatchewan, Manitoba and the Territories was not captured. However, NEES is also a repository for all previous Environment Canada spill datasets. NEES is composed of the historic datasets – or Trends – which dates from approximately 1974 to present. NEES Trends is a compilation of historic databases, which were merged and includes data from NATES (National Analysis of Trends in Emergencies System), ARTS (Atlantic Regional Trends System), and NEES. In 2001, the Emergencies Program determined that variations in reporting regimes and requirements between federal and provincial agencies made national spill reporting and trend analysis difficult to achieve. As a consequence, the department has focused efforts on capturing data on spills of substances which fall under its legislative authority only (CEPA and FA). As such, the NEES database will be decommissioned in December 2004.

National PCB Inventory 1988-2008 NPCB

Environment Canada’s National PCB inventory includes information on in-use PCB containing equipment in Canada including federal, provincial and private facilities. All federal out-of-service PCB containing equipment and all PCB waste owned by the federal government or by federally regulated industries such as airlines, railway companies, broadcasting companies, telephone and telecommunications companies, pipeline companies, etc. are also listed. Although it is not Environment Canada’s mandate to collect data on non-federal PCB waste, the National PCB inventory includes some information on provincial and private PCB waste and storage sites.

National Pollutant Release Inventory 1993-2009 NPRI

Environment Canada has defined the National Pollutant Release Inventory (“NPRI”) as a federal government initiative designed to collect comprehensive national data regarding releases to air, water, or land, and waste transfers for recycling for more than 300 listed substances.

Parks Canada Fuel Storage Tanks 1920-Jan 2005 PCFT

Canadian Heritage maintains an inventory of all known fuel storage tanks operated by Parks Canada, in both National Parks and at National Historic Sites. The database details information on site name, location, tank install/removal date, capacity, fuel type, facility type, tank design and owner/operator.

Transport Canada Fuel Storage Tanks 1970-March 2007 TCFT

With the provinces of BC, MB, NB, NF, ON, PE, and QC; Transport Canada currently owns and operates 90 fuel storage tanks. This inventory will also include The Pickering Lands, which refers to the 7,530 hectares (18,600 acres) of land in Pickering, Markham and Uxbridge - owned by the Government of Canada since 1972. Properties on this land has been leased by the government since 1975, falls under the Site Management Policy of Transport Canada, but administered by Public Works and Government Services Canada. Our inventory provides information on the site name, location, tank age, capacity and fuel type.

Private Source Databases:

Anderson’s Waste Disposal Sites 1860s-Present ANDR

The information provided in this database was collected by examining various historical documents which aimed to characterize the likely position of former waste disposal sites from 1860 to present. The research initiative behind the creation of this database was to identify those sites that are missing from the Ontario MOE Waste Disposal Site Inventory, as well as to provide revisions and corrections to the positions and descriptions of sites currently listed in the MOE inventory. In addition to historic waste disposal facilities, the database also identifies certain auto wreckers and scrap yards that have been extrapolated from documentary sources. Please note that the data is not warranted to be complete, exhaustive or authoritive. The information was collected for research purposes only.

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Automobile Wrecking & Supplies 2001-Jun 2010 AUWR

This database provides an inventory of all known locations that are involved in the scrap metal, automobile wrecking/recycling, and automobile parts & supplies industry. Information is provided on the company name, location and business type.

Chemical Register 1992, 1999-Jun 2010 CHEM

This database includes information from both a one time study conducted in 1992 and private source and is a listing of facilities that manufacture or distribute chemicals. The production of these chemical substances may involve one or more chemical reactions and/or chemical separation processes (i.e. fractionation, solvent extraction, crystallization, etc.).

ERIS Historical Searches 1999-Sept 2011 EHS

EcoLog ERIS has compiled a database of all environmental risk reports completed since March 1999. Available fields for this database include: site location, date of report, type of report, and search radius. As per all other databases, the ERIS database can be referenced on both the map and “Statistical Profile” page.

Canadian Mine Locations 1998-2009 MINE

This information is collected from the Canadian & American Mines Handbook. The Mines database is a national database that provides over 290 listings on mines (listed as public companies) dealing primarily with precious metals and hard rocks. Listed are mines that are currently in operation, closed, suspended, or are still being developed (advanced projects). Their locations are provided as geographic coordinates (x, y and/or longitude, latitude). As of 2002, data pertaining to Canadian smelters and refineries has been appended to this database.

Oil and Gas Wells Oct 2001-2011 OGW

The Nickle’s Energy Group (publisher of the Daily Oil Bulletin) collects information on drilling activity including operator and well statistics. The well information database includes name, location, class, status and depth. The main Nickles’ database is updated on a daily basis, however, this database is updated on a monthly basis. More information is available at www.nickles.com.

Canadian Pulp and Paper 1999, 2002, 2004, 2005, 2009 PAP

This information is part of the Pulp and Paper Canada Directory. The Directory provides a comprehensive listing of the locations of pulp and paper mills and the products that they produce.

Retail Fuel Storage Tanks 2000-Jun 2010 RST

This database includes an inventory of retail fuel outlet locations (including marinas) that have on their property gasoline, oil, waste oil, natural gas and / or propane storage tanks. Information is provided on company name, location and type of business.

Scott’s Manufacturing Directory 1992-Mar 2011 SCT

Scott’s Directories is a data bank containing information on over 70,000 manufacturers in Ontario. Even though Scott’s listings are voluntary, it is the most comprehensive database of Ontario manufacturers available. Information concerning a company’s address, plant size, and main products are included in this database. This database begins with 1992 information and is updated annually.

Anderson’s Storage Tanks 1915-1953* TANK

The information provided in this database was collected by examining various historical documents, which identified the location of former storage tanks, containing substances such as fuel, water, gas, oil, and other various types of miscellaneous products. Information is available in regard to business operating at tank site, tank location, permit year, permit & installation type, no. of tanks installed & configuration and tank capacity. Data contained within this database pertains only to the city of Toronto and is not warranted to be complete, exhaustive or authoritative. The information was collected for research purposes only. - 9 -

APPENDIX E

Qualification of the Assessor

Qualifications of the Assessor

Lorretta Pinder, M.Sc., G.I.T., is an environmental scientist and Geoscientist-in-Training (GIT) with AMEC’s Ottawa Office, with over four (4) years of experience in the environmental consulting industry. Ms. Pinder has provided services in the area of phased environmental site assessments, designated substances surveys, soil and groundwater sampling, data analysis and interpretation, reporting, and project management. Ms. Pinder has also gained valuable field experience in the completion of Phase II ESAs and contaminated sites monitoring.

Kevin D. Hicks, M.Sc., P.Geo., QPESA is an Associate Hydrogeologist and Project Manager in AMEC’s Ottawa office. Kevin has over 20 years experience on a wide range of environmental and municipal projects including: environmental site assessment and remediation; waste management; landfill investigations and monitoring; hydrogeological investigations; risk assessment and risk management; stormwater management; and subwatershed studies. Mr. Hicks is responsible for senior review and Quality Assurance of environmental projects undertaken by the Ottawa office as well as senior technical support for the design, implementation and management of environmental investigations, site remediation projects, Brownfield clean-up and redevelopment, hydrogeological investigations, risk assessments and risk management. Typical project assignments include planning and feasibility studies, design and cost estimating, groundwater and contaminant transport modeling, client, regulatory and public liaison, project management and co-ordination. Kevin has participated in over 500 Phase I ESAs undertaken on behalf of a variety of clients including commercial and industrial manufacturers, realtors and property managers, municipal, provincial and federal governments, petroleum marketers and distributors, and financial institutions. Kevin is a recognized Qualified Person (QP) under Ontario Regulation 153/04 – Records of Site Condition.

APPENDIX F

Limitations

1. The work performed in the preparation of this report and the conclusions presented are subject to the following: (a) The Standard Terms and Conditions which form a part of our March 2, 2012 Professional Services Contract; (b) The Scope of Services; (c) Time and Budgetary limitations as described in our Contract; and, (d) The Limitations stated herein. 2. No other warranties or representations, either expressed or implied, are made as to the professional services provided under the terms of our Contract, or the conclusions presented. 3. The conclusions presented in this report were based, in part, on visual observations of the site and attendant structures. Our conclusions cannot and are not extended to include those portions of the site or structures which were not reasonably available, in AMEC’s opinion, for direct observation. 4. The environmental conditions at the site were assessed, within the limitations set out above, having due regard for applicable environmental regulations as of the date of the inspection. A review of compliance by past owners or occupants of the site with any applicable local, provincial or federal by-laws, orders-in-council, legislative enactments and regulations was not performed. 5. The site history research included obtaining information from third parties and employees or agents of the owner. No attempt has been made to verify the accuracy of any information provided, unless specifically noted in our report. 6. Where testing was performed, it was carried out in accordance with the terms of our contract providing for testing. Other substances, or different quantities of substances testing for, may be present on site and may be revealed by different of other testing not provided for in our contract. 7. Because of the limitations referred to above, different environmental conditions from those stated in our report may exist. Should such different conditions be encountered, AMEC must be notified in order that it may determine if modifications to the conclusions in the report are necessary. 8. The utilization of AMEC’s services during the implementation of any remedial measures will allow AMEC to observe compliance with the conclusions and recommendations contained in the report. AMEC’s involvement will also allow for changes to be made as necessary to suit field conditions as they are encountered. 9. This report is for the sole use of the party to whom it is addressed unless expressly stated otherwise in the report or contract. Any use which any third party makes of the report, in whole or in part, or any reliance thereon, or decisions made based on any information of conclusions in the report, is the sole responsibility of such third party. AMEC accepts no responsibility whatsoever for damages or loss of any nature or kind suffered by any such third party as a result of actions taken or not taken or decisions made in reliance on the report or anything set out therein. 10. This report is not to be given over to any third party for any purpose whatsoever without the written permission of AMEC. 11. Provided that the report is still reliable, and less than 12 months old, AMEC will issue a third-party reliance letter to parties client identifies in writing, upon payment of the then current fee for such letters. All third parties relying on AMEC’s report, by such reliance agree to be bound by our proposal and AMEC’s standard reliance letter. AMEC’s standard reliance letter indicates that in no event shall AMEC be liable for any damages, howsoever arising, relating to third-party reliance on AMEC’s report. No reliance by any party is permitted without such agreement.

AMEC Environment & Infrastructure