Houle Chevrier Engineering Ltd. 180 Wescar Lane R.R

Houle Chevrier Engineering Ltd. 180 Wescar Lane R.R. 2 Carp, Ontario K0A 1L0 Tel: (613) 836-1422 Fax: (613) 836-9731 www.hceng.ca

REPORT ON

PHASE I ENVIRONMENTAL SITE ASSESSMENT 10 CORAL AVENUE OTTAWA, ONTARIO

Submitted to: Ottawa Islamic School 10 Coral Avenue Ottawa, Ontario K2E 5Z6

DISTRIBUTION: 2 bound copies – Ottawa Islamic School 1 digital copy – Ottawa Islamic School 1 bound copy – Houle Chevrier Engineering Ltd.

June 2013 Our Ref: 13-178

Geotechnical Engineering Hydrogeology Environmental Site Assessment Geotechnical Materials Testing and Inspection June 2013 - i - Our ref: 13-178

TABLE OF CONTENTS

Table of Contents i

SECTION PAGE

1.0 EXECUTIVE SUMMARY ...... 1 2.0 INTRODUCTION ...... 2 2.1 Phase One Property Information ...... 2 3.0 SCOPE OF INVESTIGATION ...... 3 4.0 RECORDS REVIEW ...... 4 4.1 General ...... 4 4.1.1 Phase I Study Area Determination ...... 4 4.1.2 First Developed Use Determination ...... 4 4.1.3 Fire Insurance Plans / Insurance Reports ...... 4 4.1.4 Chain of Title ...... 4 4.1.5 Environmental Reports ...... 5 4.2 Environmental Source Information ...... 5 4.2.1 Ecolog Eris Database Report ...... 5 4.2.2 City Directories ...... 6 4.2.3 MOE Search Results ...... 6 4.2.4 Technical Standards and Safety Authority ...... 7 4.2.5 City of Ottawa - Freedom of Information Request ...... 7 4.2.6 Mapping and Assessment of Former Industrial Sites ...... 7 4.3 Physical Setting Sources ...... 8 4.3.1 Aerial Photographs ...... 8 4.3.2 Topography, Hydrology and Geology ...... 9 4.3.3 Fill Materials ...... 9 4.3.4 Water Bodies and Areas of Natural Significance ...... 9 4.3.5 Well Records ...... 10 4.3.6 Site Operating Records ...... 10 5.0 INTERVIEWS ...... 11 5.1 Interview with Property Owner ...... 11 5.2 Assessment and Evaluation of Interview ...... 12 6.0 SITE RECONNAISSANCE ...... 13 6.1 General Requirements ...... 13 6.1.1 Site Photographs ...... 13 6.2 Specific Observations at Phase One Property ...... 14 6.2.1 Onsite Structures...... 14 6.2.2 Exit and Entry Points ...... 14 6.2.3 Observations ...... 14 6.2.4 Site Services ...... 15 6.3 Specific Observations within the Study Area ...... 15 6.3.1 Services ...... 15 6.3.2 Water Bodies and Areas of Natural Significance ...... 15

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6.3.3 Surrounding Properties ...... 15 6.4 Enhanced Investigation Property ...... 15 6.5 Written Description of Investigation ...... 16 7.0 REVIEW AND EVALUATION OF INFORMATION ...... 17 7.1 Current and Past Uses ...... 17 7.2 Potentially Contaminating Activities ...... 17 7.3 Areas of Potential Environmental Concern ...... 18 7.3.1 North Side of Building Outside Mechanical Room ...... 19 7.3.2 Fill Material ...... 19 7.3.3 Discussion of Uncertainty ...... 19 7.4 Phase One Conceptual Site Model ...... 19 7.4.1 Underground Utilities ...... 20 7.4.2 Geological and Hydrogeological Information ...... 20 7.4.3 Discussion of Uncertainty ...... 20 8.0 CONCLUSIONS ...... 21 9.0 REFERENCES ...... 24 10.0 APPENDICES ...... 25

In Order Following Page 25

FIGURE 1 - Key Plan FIGURE 2 - Study Area Plan FIGURE 3 - Topographic Map

APPENDIX A Fire Insurance Plans / Insurance Reports APPENDIX B Ontario Land Registry Title Search Results APPENDIX C Ecolog Eris Database Report APPENDIX D City Directory Records APPENDIX E Ministry of Environment Search Request APPENDIX F Technical Standards and Safety Authority Search Results APPENDIX G City of Ottawa – Freedom of Information Request APPENDIX H Aerial Photographs – National Air Photo Library APPENDIX I MNR and RVCA Correspondence APPENDIX J Ministry of Environment Well Records APPENDIX K Site Photographs APPENDIX L Plan of Survey

Houle Chevrier Engineering Ltd. Report to: June 2013 Ottawa Islamic School -1- Our ref: 13-178

1.0 EXECUTIVE SUMMARY

Houle Chevrier Engineering Ltd. (HCEL) was retained by Ottawa Islamic School to carry out a Phase I Environmental Site Assessment (ESA) for the property located at 10 Coral Avenue in Ottawa, Ontario (hereafter referred to as “the subject property”). It is understood that an addition will be built on the west side of the existing school building.

The primary objective of this Phase I ESA was to identify any former or current operations or practices at the subject property and its vicinity to document the presence or absence of areas of potential environmental concern. This Phase I ESA was carried out in accordance with Ontario Regulation 153/04 made under the Environmental Protection Act and meets the requirements of Part VII (Sections 23 to 31) and Schedule D of the regulation.

Section 2.0 of this report provides a brief description of the site and Section 3.0 of this report provides the scope of investigation. Section 4.0 presents the findings of the records review. Section 5.0 presents the results of the interviews conducted. Section 6.0 presents the findings of the site reconnaissance. Section 7.0 provides a review and evaluation of information gathered. Section 8.0 presents the conclusions and recommendations of the study. Section 9.0 lists the references used and Section 10.0 provides the appendices.

The potentially contaminating activities that were determined to create an area of potential environmental concern (APEC) on the subject site are as follows:

 Former Underground Storage Tanks were determined to have existed on the subject property.

 Fill material was encountered during a geotechnical investigation by Houle Chevrier Engineering in August 2012.

Based on this information, it is our opinion that a Phase II Environmental Site Assessment is required for the subject property in order to investigate the APECs on the subject site. However, it is our opinion that any contaminants if present, due to the Underground Storage Tanks will likely not be encountered during construction of the addition as the addition will be located on the west side of the building. There is potential to encounter contaminants associated with the unknown fill material during construction, however; a program of soil sampling could be conducted at the time of construction.

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2.0 INTRODUCTION

2.1 Phase One Property Information

Houle Chevrier Engineering Ltd. (HCEL) was retained by the Ottawa Islamic School to carry out a Phase I Environmental Site Assessment (ESA) for the property located at 10 Coral Avenue in Ottawa, Ontario. The legal description of the property is Part of Block A, Plan 310509, being Parts 2, 3 & 4 on Plan 5R-11666, formerly City of Nepean, City of Ottawa. PIN 04681-0110. The general location of the subject property is illustrated on the Key Plan, Figure 1.

The subject property is owned by The North American Islamic Trust Inc. The contact person for the property is Mr. Mohammed Ahmed at 613-727-5066.

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3.0 SCOPE OF INVESTIGATION

This Phase I ESA was carried out in accordance with Ontario Regulation 153/04 made under the Environmental Protection Act and meets the requirements of Part VII (Sections 23 to 31) and Schedule D of the regulation. The scope of the investigation includes a records review, interviews, a site reconnaissance, an evaluation of the information gathered and reporting. The Phase I ESA report will document and demonstrate how the objectives of the Phase I ESA were achieved, whether further investigation is required, whether there exists an adequate basis for any further investigation and whether there is a basis for any required certifications.

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4.0 RECORDS REVIEW

4.1 General

4.1.1 Phase I Study Area Determination

The subject property is approximately 2.3 hectares (5.77 acres) in size and is located at 10 Coral Avenue in Ottawa, Ontario. The current site use is a school and the property has historically been used as a school since it was first developed from agricultural land some time between 1945 and 1956. Adjacent land use has historically been residential and currently remains the same. Based on this information, a Phase I ESA study area of 250 metres surrounding the subject property is deemed sufficient for the purpose of this Phase I ESA. The location of the subject property and the extent of the Phase I ESA study area are provided on the Study Area Plan, Figure 2.

No land use outside the 250 metres study area has been identified as a considerable environmental concern to warrant inclusion in the study area.

4.1.2 First Developed Use Determination

The subject property was developed as a school sometime between 1945 and 1956 based on the aerial photographs.

4.1.3 Fire Insurance Plans / Insurance Reports

Four (4) insurance reports and three (3) site plans were obtained from Historical Environmental Information Reporting System and are provided in Appendix A. No fire insurance plans were available. All information was reviewed and the relevant highlights are summarized below:

 Insurance reports in 1988 and 1996 indicated that the school was heated by an oil fired hot water boiler and oil fired forced air furnace.

 The insurance report in 2011 indicated that the school was heated by a gas furnace.

4.1.4 Chain of Title

A chain of title search for this property was provided by Wentzell Titles of Kemptville, Ontario and is provided in Appendix B. The legal description of the property is Part of Block A, Plan

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310509, being Parts 2, 3 & 4 on Plan 5R-11666, formerly City of Nepean, City of Ottawa. PIN 04681-0110. The highlights of the chain of title search are provided as follows:

 The property was first purchased in 1870 by Abraham McAmmond from the Crown;

 John R. Booth purchased the property in 1877 and was listed under Booth Lumber Limited from 1943 to 1944;

 The Public School Board of School Section No.12, Township of Nepean purchased the property in 1953;

 The Ottawa Islamic School purchased the property in 1988;

 In 1990 the current owner, The North American Islamic Trust Inc., purchased the property in 1990.

No environmental concerns were identified from the review of the historical land ownership.

4.1.5 Environmental Reports

No environmental reports were provided for our review.

4.2 Environmental Source Information

4.2.1 Ecolog Eris Database Report

HCEL contacted Ecolog Environmental Risk Information Services Ltd. (Ecolog Eris) to conduct a search of over fifty (50) public and private information databases for the subject property and the area within 250 metres of the subject property. The complete Ecolog Eris report including a list of databases searched is provided in Appendix C.

All listings were reviewed and the following entries were identified as relevant: Location – Distance from Company / Name Database Description subject property - 4 litres of furnace oil spilled Shell Canada during a fill up on February Products Ltd. / 8, 1996 10 Coral Avenue – On-Site Ontario Spills Islamic Community - Environmental impact to School the land was not anticipated

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Location – Distance from Company / Name Database Description subject property - Less than 0.5 Litres of TSSA Historic liquid fuel spilled on May 8 Willeth Street – 125 Incidents and Thermoshell 27, 2008 to basement metres north Ontario Spills - Environmental impact not

anticipated

4.2.2 City Directories

A review of the city directories from 1954 to 2010 was completed for the subject property (10 Coral Avenue), 1026 and 1200 Baseline Road, 1200 Fisher Avenue, 1163 Meadowlands Drive and 31 Sutton Place. A copy of the City Directory records is provided in Appendix D. All records were reviewed and the relevant highlights are provided in the following table:

Distance from Subject Address Description Property 1979 to 1999/2000 – Myers Cadillac Chevrolet 1200 Baseline Road 530 metres west 2004/2005 to 2010 – Myers Cadillac Chevrolet and Budget Car & Truck Rentals

4.2.3 MOE Search Results

A request was made to the Ontario Ministry of the Environment (MOE) in Ottawa, Ontario to determine if the Ministry has a file with information concerning the subject property at 10 Coral Avenue. Specifically, the MOE was asked to respond (in writing) with information concerning any historical or existing records of orders, approvals and Records of Site Condition at the subject property and surrounding properties. A response was not received from the MOE at the time of this report. A copy of the request sent to the MOE is provided in Appendix E.

A search was conducted in the Ontario Ministry of the Environment (MOE) online Brownfield Site Registry, the MOE Environmental Registry and the MOE Access Environment to determine if the MOE has any information on file concerning the subject property. The MOE online Brownfield Site Registry searches records of all Records of Site Condition (RSC) filed at or in the vicinity of the subject property. The MOE Environmental Registry searches records of all notice types (policy, act, regulation, instrument, information) under all notice statuses (proposals, orders, appeals, decisions, exceptions, leave to appeals, third party appeals, final decisions and information notices) in all ministries. The MOE Access Environment searches

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Environmental Compliance Approvals, Renewable Energy Approvals and the Environmental Activity and Sector Registrations.

No potential environmental concerns regarding the subject property were identified in the search results. The records of the MOE Brownfield’s search, Environmental Registry search and Access Environment Search are provided in Appendix E.

4.2.4 Technical Standards and Safety Authority

The Technical Standards and Safety Authority (TSSA) was contacted on May 24, 2013 to request available records regarding the subject property (10 Coral Avenue), 31 Sutton Place, 1026 and 1200 Baseline Road, 1200 Fisher Avenue and 1163 Meadowlands Drive Ottawa, Ontario. The response from the TSSA indicated that there was no record of any fuel storage tanks at the addresses searched. A copy of the search request and the response from the TSSA are provided in Appendix F.

4.2.5 City of Ottawa - Freedom of Information Request

The City of Ottawa was contacted to provide information from the Planning, Transit and the Environment Departments and from the Historical Land Use Inventory (HLUI). A response has not been received from the City of Ottawa at the time of this report. A copy of the request to the City of Ottawa is provided in Appendix G.

4.2.6 Mapping and Assessment of Former Industrial Sites

A report entitled “Mapping and Assessment of Former Industrial Sites, City of Ottawa” dated July 1988 and prepared by Intera Technologies Ltd. was reviewed. The report provides an inventory and assessment of former industrial sites in the City of Ottawa from 1850 to 1984 that would have likely produced or handled hazardous waste and materials. No industrial sites were indentified within 250 metres of the subject property.

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4.3 Physical Setting Sources

4.3.1 Aerial Photographs

Selected aerial photographs were examined as part of this Phase I ESA. Copies of the aerial photographs are provided in Appendix H.

Aerial photographs were obtained at approximately ten (10) year intervals and were selected based on suitable scales for analysis and for historical land uses of the subject property. The earliest aerial photograph available, based on the National Air Photo Library search results, was in 1930. Observations made with respect to the selected aerial photographs are discussed below:

Air Plate Date Photograph Observations Number Number  The subject property and surrounding properties H1 1930 A2182-10 are agricultural.  Rural residential homes are visible to the west of H2 1945 A9618-40 the subject property.  A building has been constructed on the subject property; H3 1956 A14570-111  Residential homes have been built surrounding the subject property.  An addition has been constructed on the subject property;  Commercial development has occurred to the H4 1967 A20309-38 west of the subject property;  Additional residential development has occurred surrounding the subject property.  Additional commercial development has occurred H5 1978 A24852-60 to the west of the subject property.  Additional commercial development has occurred H6 1988 A27271-75 west of the subject property.  No significant changes compared to 1988 aerial H7 1996 A31734-90 photograph.  No significant changes compared to 1996 aerial H8 2002 geoOttawa photograph.  No significant changes compared to 2002 aerial H9 2011 geoOttawa photograph.

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Based on the review of selected historical air photographs, the subject property was developed as a school sometime between 1945 and 1956. Adjacent land use has historically been agricultural and residential and currently is residential.

4.3.2 Topography, Hydrology and Geology

A topographic map based on Ontario Base Mapping is provided on the Topographic Map, Figure 3. The subject property has a relatively flat topography and is at an elevation of approximately 90 metres above sea level.

Surficial and bedrock geology maps of the Ottawa area indicate that the overburden in the vicinity of the subject property generally consists of offshore marine sediments (clay and silt) with a thickness ranging from 15 to 25 metres. The bedrock is mapped as Palaeozoic interbedded limestone and dolostone of the Gull River formation.

A geotechnical investigation by HCEL entitled “Geotechnical Investigation, Soil Bearing Capacity and Existing Foundation Measurements, Ottawa Islamic School, 10 Coral Avenue, Ottawa, Ontario” dated February, 2013, encountered groundwater inflow in one (1) of the three (3) test pits at approximately 2.1 metres below ground surface.

Groundwater flow often reflects topographic features and typically flows toward nearby lakes, rivers and wetland areas. Based on the topography of the area, it is expected that the local shallow groundwater flow is towards the northeast.

4.3.3 Fill Materials

Fill material was encountered during a geotechnical investigation by Houle Chevrier Engineering Ltd. in February 2013. The fill material was encountered in all three (3) test pits of the test pits and had a thickness ranging from 0.4 to 0.6 metres.

4.3.4 Water Bodies and Areas of Natural Significance

The Rideau River and Rideau Canal are located approximately 1.5 kilometres east of the subject property. No other areas of natural significance were identified on the subject property or within the study area.

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A request was made to the Ministry of Natural Resources (MNR) and the Rideau Valley Conservation Authority (RVCA) to determine if there are any provincially significant wetlands (PSWs) or Areas of Natural or Scientific Interest (ANSI) within the study area. The responses indicate that there are not PSWs or ANSIs located with study area. The responses are provided in Appendix I.

4.3.5 Well Records

A copy of MOE Well Records for a 500 metre radius from the centre of the subject property is provided in Appendix J. The locations of the adjacent water wells, based on the UTM coordinates provided in the water well records, have been plotted on Figure 3 following the text of this report.

The depth to bedrock based on the wells with bedrock information is approximately 16.3 metres below ground surface. The bedrock type was reported to be limestone for the majority of the wells.

The approximate depth to the water table, based on the static water level for the wells with information, is approximately 6.7 metres below ground surface.

4.3.6 Site Operating Records

No site operating records were provided for the subject property.

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5.0 INTERVIEWS

An interview was carried out with persons familiar with the subject property. Details of the interview are summarized in the following sections.

5.1 Interview with Property Owner

An interview was carried out in person with Mr. Omar Abdulle, the financial officer for the Ottawa Islamic School on June 4th, 2013. The following relevant information concerning potentially contaminating activities and areas of potential environmental concern were noted:

 The school is owned by the North American Islamic Trust.

 When repairs are performed on the building the potential for asbestos is investigated. To date no asbestos has been found while doing any repairs.

 The property use is as a school.

 No laboratory classes are held in the school.

 The building is supplied with municipal sewer and water services.

 Mr. Abdulle is not aware of any of the details regarding reported underground storage tanks.

 Mr. Abdulle has no reason to suspect any environmental issues at the school .

 Mr. Abdulle was not present at the school at the time the underground storage tanks were removed.

An interview was also carried out by phone with Mr. Omar Abbi, the maintenance technician on June 6th, 2013. The following relevant information concerning potentially contaminating activities and areas of potential environmental concern were noted:

 There was previously underground storage tanks located on the outside of the school in the area of the large furnace room.

 The underground storage tank was removed when the heating was converted over to gas and a new furnace and hot water tank was installed.

 It was reported that the removal was completed to the standards at the time.

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5.2 Assessment and Evaluation of Interview

The information provided in the interview is consistent with other information sources including the insurance reports, in that the heating was previously supplied by an oil fired boiler and furnace.

The interviews identified that there were underground storage tanks located on the subject property and had been removed. Because no report on the removal is available and there have been changes to regulations, this is considered a potentially contaminating activity that could contribute to an area of potential environmental concern. The Dominion of Canada commercial property survey report dated October 24, 1996 indicates two (2) underground fuel storage tanks.

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6.0 SITE RECONNAISSANCE

6.1 General Requirements

A site reconnaissance was carried out on June 4th, 2013 from 1:30 pm to 3:30 pm. The weather conditions at the time of the site reconnaissance were sunny with a temperature of approximately 20 degrees Celsius.

The primary assessor for this Phase I Environmental Site Assessment, Brett Painter, has completed the Associated Environmental Site Assessors of Canada (AESAC) Phase I Environmental Site Assessment Training Course. He has a formal education which includes a Bachelor of Science with a major in Biology and a Master of Science in Biodiversity Conservation and Management which provides a sound knowledge in areas of environmental contamination concerns to the natural environment. In addition, Brett has been trained in and successfully completed Workplace Hazardous Materials Information System (WHMIS) training and has been performing Phase I and Phase II ESA’s for over two years.

The Phase I ESA was carried out under the supervision of Mr. Craig Houle, M.Eng., P.Eng., a registered Professional Engineer for the Province of Ontario to ensure that the Phase I ESA has been carried out to meet the objectives and requirements of Ontario Regulation 153/04. Mr. Houle is a registered Qualified Person to conduct environmental site assessments and file Record of Site Condition applications.

6.1.1 Site Photographs

Photographs of the subject property were taken during the course of the site reconnaissance to document the general condition of the property and any areas of potential environmental concern. The relevant photographs are presented in Appendix K. A discussion of the photographs is provided in the following table:

Plate Compass Description Number Orientation View of entrance to mechanical room (left door), school hallway K1 South (middle door) and an office (right door) K2 South View of mechanical room, gas fired boiler is on the right K3 - Mechanical room drain K4 East View of storage shed containing books located on west side of school K5 South View of school yard

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6.2 Specific Observations at Phase One Property

6.2.1 Onsite Structures

One (1) two storey school building with no basement and two (2) exterior storage sheds were identified on the subject property. The original school building was constructed sometime between 1945 and 1956 with an addition added sometime between 1956 and 1967 based on the aerial photographs.

6.2.2 Exit and Entry Points

The school building has eight (8) exit and entry points. One (1) is located on the east side of the building and is the main entrance to the school. Four (4) are located on the north side of the building, one (1) on the west side of the building and two (2) on the south side.

Each of the storage sheds have one (1) exit and entry point and both are located on the west sides of the sheds.

6.2.3 Observations

The following observations were made for the subject property:

 The subject property is a two storey school with no basement.

 The building is heated with a natural gas boiler and furnace.

 The smaller maintenance room contains the furnace and a sticker indicates the date of installation as December 11, 1998.

 The larger maintenance room contains the boiler and a sticker indicates the date of installation as September 23, 1997.

 One (1) storage shed was located on the west side of the school and one (1) located on the south side of the school.

 The storage sheds contained books, chairs and other miscellaneous items. No items of concern were observed in the sheds.

 Three (3) storage closets were observed in the main hallway of the school, and contained various cleaning and food serving supplies. Good housekeeping practices were observed.

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 Besides the maintenance rooms, all other rooms consisted of school rooms, offices and a gymnasium.

 No laboratory classrooms were observed in the school.

6.2.4 Site Services

The subject property is serviced by underground hydro and natural gas, and municipal sewer and water services.

6.3 Specific Observations within the Study Area

6.3.1 Services

Natural gas service, and storm and sanitary sewers were observed within the study area. Overhead hydro was observed to the east of the property along Barlyn Avenue.

6.3.2 Water Bodies and Areas of Natural Significance

No water bodies or areas of natural significance were identified within the Phase I Environmental Site Assessment study area.

6.3.3 Surrounding Properties

The following general observations were made for the properties surrounding the subject property:

 Surrounding property use is primarily residential, with a community park and centre located immediately to the south.

6.4 Enhanced Investigation Property

The Phase I ESA property is not an enhanced investigation property, since the available information indicates that the subject property has never been used as a commercial garage, gasoline outlet or dry cleaning facility.

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6.5 Written Description of Investigation

The site reconnaissance was carried out on June 4, 2013 by Mr. Brett Painter, B.Sc., M.Sc., of Houle Chevrier Engineering Ltd. The site reconnaissance was carried out to determine if there were environmental concerns with the subject property and/or surrounding property uses.

A detailed written description of the investigation and the results of the site reconnaissance investigation are provided in Sections 6.1 to 6.4.

No potentially contaminating activities that could contribute to areas of potential environmental concern were identified during the site reconnaissance.

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7.0 REVIEW AND EVALUATION OF INFORMATION

7.1 Current and Past Uses

Current and past uses of the subject property are documented in the following table:

Description of Year Owner Other Observations Property Use

1870 Abraham McAmmond No aerial photographs available prior to to Unknown and others 1930. 1930 1930 Based on the 1930 to 1945 aerial John R. Booth and to Agricultural photographs, the subject property use others 1953 was agricultural. Public School Board of 1953 Nepean, Ottawa Islamic Based on the site reconnaissance and to School and North Community (school) interview the subject property is used 2013 American Islamic Trust for school uses. Inc.

7.2 Potentially Contaminating Activities

Potentially contaminating activities (PCA) on the subject property and the likelihood for creating an area of potential environmental concern (APEC) on the subject property are as follows: Likelihood of PCA Description Reasoning creating APEC The historical information and the The removal was completed in interview identified that sometime in 1996 to 1998 and the Former there was a former regulations regarding tank Underground underground storage High removals and concentration limits Storage Tanks tank located on the for contaminants have been property outside the revised. larger maintenance room. Fill material was observed in all three (3) The fill material is located on the Fill Material test pits during the High subject property. geotechnical investigation. Due to the small volume of the Four (4) litres of furnace spill, the date of the spill and Fuel Spill oil was spilled during a Low environmental impact to the land fill up in 1996. was not anticipated.

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Potentially contaminating activities within the Phase I ESA study area and the likelihood for creating an area of potential environmental concern (APEC) on the subject property are as follows:

Likelihood PCA Description of creating Reasoning APEC Based on distance to subject Fuel Spill at 8 Less than 0.5 litres of fuel Low property and small volume of Willeth Street was spilled in 2008. spill.

7.3 Areas of Potential Environmental Concern

The areas of potential environmental concern (APEC) on the subject property are summarized in the following table:

Location of Media Location of Contaminants of APEC APEC on Phase PCA Potentially PCA Potential Concern One Property Impacted North side of 1 -PHCs -Soil Former building outside 2 -UST On site -BTEX -Shallow UST mechanical -Metals groundwater room -PHCs Subject -VOCs3 Fill material -Fill material On site -Soil property -Metals -PAHs4 1. PHCs – Petroleum Hydrocarbons 2. BTEX – Benzene, Toluene, Ethylbenzene and Xylenes 3. VOCs – Volatile Organic Compounds 4. PAHs – Polycyclic aromatic hydrocarbons

The logic and reasoning used to evaluate the available information is that the information was reviewed in a comprehensive manner starting with available historical information, followed by the results of the site reconnaissance and finally the results of the interviews. These three components were evaluated using our professional experience, judgement and available documentation including guidelines to determine potentially contaminating activities. The potentially contaminating activities were then reassessed using our professional experience and judgement in order to identify the areas of potential environmental concern to the subject property. The comprehensive review, application of professional experience and judgement and the results of the factual data constitutes a thorough review of the available information that is sufficient for the purposes of the Phase I ESA.

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A summary and description of any areas of potential environmental concerns is provided in the following list:

 The soil and shallow groundwater along the north side of the building outside the mechanical room could be impacted from the previous UST.

 The soil across the subject property could be impacted from the presence of fill material from unknown sources.

A summary, description and rationale for contaminants of potential concern in each area of potential concern are provided in the following sections:

7.3.1 North Side of Building Outside Mechanical Room

The contaminants of concern in the soil and shallow groundwater on the north side of the building outside the mechanical room are PHCs, BTEX and metals. The rationale for the selection of the contaminants of concern is that the soil and shallow groundwater could be impacted from the former UST and associated piping.

7.3.2 Fill Material

The contaminants of concern in the soil in the fill material are PHCs, VOCs, PAHs and metals. The rationale for the selection of the contaminants of concern is that the soil could be impacted from the presence of fill material from and unknown source.

7.3.3 Discussion of Uncertainty

There is some uncertainty associated with the origin of fill material on the subject property. The fill material could be from other areas on the subject property or from off-site sources.

7.4 Phase One Conceptual Site Model

The required details of the Phase I Conceptual Site Model are presented on Figure 2 and Figure 3 as noted in the following table:

Conceptual Model Detail Figure

Existing Buildings and Structures Study Area Plan, Figure 2 Water Bodies Topographic Map, Figure 3

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Areas of Natural Significance Not Present within the Phase I Study Area Drinking Water Wells Topographic Map, Figure 3 Roads Study Area Plan, Figure 2 Adjacent Property Use Study Area Plan, Figure 2 Potentially Contaminating Activities Study Area Plan, Figure 2 Areas of Potential Environmental Concern Study Area Plan, Figure 2

A description and assessment of factors that could affect contaminants of concern if any were present are provided in the following sections.

7.4.1 Underground Utilities

There is potential for underground utilities to affect contaminant transport on the subject property, if contaminants are present. The subject property is serviced by municipal sewer, water, hydro and natural gas. The locations of the underground utilities have not been confirmed as part of the Phase I Environmental Site Assessment.

7.4.2 Geological and Hydrogeological Information

The approximate depth to the water table, based on the informion from the geotechnical investigation by HCEL could be approximately 2.1 metres below ground surface. Groundwater within the overburden and bedrock, could facilitate the transport of contaminants.

7.4.3 Discussion of Uncertainty

There is some uncertainty with the groundwater flow direction as it is based on the surficial topography of the area, which has likely been changed due to development.

Houle Chevrier Engineering Ltd. Report to: June 2013 Ottawa Islamic School -21- Our ref: 13-178

8.0 CONCLUSIONS

The logic and reasoning used to evaluate the available information is that the information was reviewed in a comprehensive manner starting with available historical information, followed by the results of the site reconnaissance. These two components were evaluated using our professional experience, judgement and available documentation including guidelines to determine potentially contaminating activities. The potentially contaminating activities were then reassessed using our professional experience and judgement in order to identify areas of potential environmental concern to the subject property. Areas of potential environmental concern and potentially contaminating activities were assessed using site specific geological and hydrogeological information, professional experience and judgement to determine the likelihood of contamination to the subject property from the various sources. The comprehensive review, application of professional experience and judgment and the results of the factual data constitutes a thorough review of the available information that is sufficient for the purposes of the Phase I ESA.

The potentially contaminating activities that were determined to create an area of potential environmental concern (APEC) on the subject site are as follows:

 Former Underground Storage Tanks were determined to have existed on the subject property.

 Fill material was encountered during a geotechnical investigation by Houle Chevrier Engineering in August 2012.

The results of this Phase I ESA should in no way be construed as a warranty that the subject property is free from any and all contaminants other than those noted in this report, nor that all compliance issues have been addressed.

Houle Chevrier Engineering Ltd. Report to: June 2013 Ottawa Islamic School -22- Our ref: 13-178

This report was prepared for the exclusive use of Ottawa Islamic School and is based on data and information collected during the Phase I ESA of the property conducted by Houle Chevrier Engineering Ltd. This report may not be relied upon by any other person or entity without the express written consent of Houle Chevrier Engineering Ltd. and Ottawa Islamic School In evaluating this site, Houle Chevrier Engineering Ltd. has relied in good faith on information provided by others. We accept no responsibility for any deficiencies or inaccuracies in this report as a result of omissions, misinterpretations, or fraudulent acts of others.

The assessment of environmental conditions and possible site hazards presented has been made using the available historical and technical data collected and provided by others. The conclusions provided herein represent the best judgement of Houle Chevrier Engineering Ltd. based on current environmental standards. Due to the nature of the investigation and the limited data available, we cannot warrant against undiscovered environmental liabilities.

The scope of the Phase I ESA is sufficient to identify existing and/or potential environmental liabilities that are obvious from visual examination of surface features and from available sources of information. This level of work is a method of risk reduction, not risk elimination. No building materials, water, liquid, gas, products or chemical sampling and/or testing on or in the vicinity of the subject property was carried out as part of this assessment. The Phase I ESA does not include a program of intrusive observation/testing. These activities would be carried out as part of a Phase II ESA. This environmental assessment included only a cursory overview of the neighbouring land uses from public right of ways and from the subject property and does not constitute a complete assessment of the adjacent sites.

The Phase I Environmental Site Assessment has been carried out by the qualified personnel and reviewed by the undersigned. This Phase I ESA was carried out in accordance with Ontario Regulation 153/04 made under the Environmental Protection Act and meets the requirements of Part VII (Sections 23 to 31) and Schedule D of the regulation.

We trust this report is satisfies your present requirements. If you have any questions concerning this report, please do not hesitate to contact our office.

Houle Chevrier Engineering Ltd.

Report to: June 2013 Ottawa Islamic School -24- Our ref: 13-178

9.0 REFERENCES

Geography Network Canada. Ontario Basic Mapping (http://www.geographynetwork.ca/website/obm/viewer.htm). October 2004.

Geological Survey of Canada. Urban Geology of the National Capital Region (http://gsc.nrcan.gc.ca/urbgeo/natcap/index_e .php). November 5, 2007.

Houle Chevrier Engineering Ltd. Geotechnical Investigation, Soil Bearing Capacity and Existing Foundation Measurements, Ottawa Islamic School, 10 Coral Avenue, Ottawa, Ontario Feburary 2013.

Ontario Ministry of the Environment. Ontario Regulation 153/04, Made under the Environmental Protection Act, Part XV.1 – Records of Site Condition. October 31, 2011.

Houle Chevrier Engineering Ltd. Report to: June 2013 Ottawa Islamic School -25- Our ref: 13-178

10.0 APPENDICES

Appendices for the Phase I ESA report are provided following the Figures of the report.

Houle Chevrier Engineering Ltd. KEY PLAN FIGURE 1

MERIVALE RD MERIVALEMERIVALEMERIVALE RD RD RD MERIVALE RD

BASELINEBASELINE RDRD FISHER AVE FISHERFISHERFISHER AVE AVE AVE MAYVIEWMAYVIEW AVE AVE

PRINCE OF WALES DR PRINCEPRINCEPRINCE OF OFOF WALES WALESWALES DR DRDR PRINCEPRINCEPRINCE OF OF OF WALES WALES WALES DR DR DR BASELINEBASELINE RDRD

NONONO NAME NAMENAME

MERIVALE RD MERIVALEMERIVALEMERIVALE RD RD RD MERIVALE RD CALDWELL AVE CALDWELLCALDWELL AVEAVE BASELINEBASELINE RDRD WILSHIREWILSHIRE AVE AVE

MORLEYMORLEYMORLEY BLVD BLVD BLVD

SANFORD AVE FISHER AVE SANFORDSANFORD AVEAVE TRUMP AVE FISHERFISHERFISHER AVE AVE AVE LEXINGTON ST TRUMPTRUMPTRUMP AVEAVEAVE MALIBUMALIBU TERR TERR LEXINGTONLEXINGTONLEXINGTON ST ST ST BASELINEBASELINEBASELINE RDRDRD CRYSTAL PARK CRES CHANDLER AVE CRYSTALCRYSTALCRYSTAL PARK PARK PARK CRES CRES CRES CHANDLERCHANDLER AVE AVE CRYSTAL PARK CRES CHANDLER AVE

MERIVALE RD MERIVALEMERIVALEMERIVALE RD RD RD MERIVALE RD COURTLAND PL HILLIARD AVE COURTLANDCOURTLAND PLPL FESTIVEFESTIVEFESTIVE PRIV PRIVPRIV HILLIARDHILLIARDHILLIARD AVE AVEAVE FESTIVE PRIV HUDSONHUDSON AVEAVE MCCOOEYMCCOOEY LANE LANE BASELINEBASELINE RDRD

LEXINGTONLEXINGTONLEXINGTON STSTST LEXINGTONLEXINGTONLEXINGTON STSTST MALIBUMALIBU TERRTERR SUNNYCRESTSUNNYCREST DRDR BASELINEBASELINE RDRD CENTRALCENTRAL PARKPARK DRDR WILLETH AVE HILLIARD AVE WILLETHWILLETHWILLETH AVE AVE AVE HILLIARDHILLIARDHILLIARD AVE AVEAVE DYNESDYNES RDRD

FISHERFISHERFISHER AVE AVE AVE LIPSTANLIPSTANLIPSTAN AVE AVEAVE FISHER AVE

MERIVALE RD MERIVALEMERIVALEMERIVALE RD RD RD MERIVALE RD KESLERKESLER AVE AVE BARLYNBARLYNBARLYN AVE AVE AVE

MANHATTANCRES DYNES RD MANHATTANMANHATTANMANHATTANCRES CRES CRES DYNESDYNES RDRD MANHATTANCRES ARNOTARNOT RDRD DYNES RD EIFFELEIFFEL AVE AVE

MANHATTANCRES BASELINE RD MANHATTANMANHATTANMANHATTANCRES CRES CRES BASELINEBASELINE RDRD TWIN TERR MANHATTANCRES BASELINE RD TWINTWINTWIN TERR TERR TERR YORKVILLEST YORKVILLEYORKVILLEYORKVILLEST ST ST YORKVILLEST OAKWOODOAKWOOD AVEAVE SUNNYCRESTSUNNYCREST DRDR OAKWOOD AVE DYNESDYNES RDRD FARLANEFARLANEFARLANE BLVD BLVDBLVD VANSONVANSON AVEAVE DYNES RD LYALLLYALLLYALL ST ST ST VANSON AVE CORAL AVE CORALCORALBARLYN AVE AVE BASELINEBASELINE RDRD BARLYNBARLYNBARLYN AVE AVE AVE DEBRADEBRADEBRA AVEAVEAVE FOREST PARK AVE FORESTFORESTFOREST PARK PARKPARK AVE AVEAVE HILLIARD AVE HILLIARDHILLIARD AVE AVE CLAYMORCLAYMOR AVEAVE CORALCORAL AVEAVE ATTWOODATTWOODATTWOOD CRES CRES CRES CORAL AVE ATTWOOD CRES

TRELAWNY PRIV DEERDEER PARKPARK RDRD TRELAWNYTRELAWNYTRELAWNY PRIV PRIV PRIV MILLBROOK CRES MILLBROOKMILLBROOKMILLBROOK CRES CRESCRES FISHER AVE KINTYREKINTYREKINTYRE PRIVPRIVPRIV KAYBURNKAYBURN AVE AVE FISHERFISHERFISHER AVE AVE AVE KINTYRE PRIV KAYBURNFARLANEFARLANEFARLANE BLVD BLVDAVEBLVD BASELINEBASELINE RDRD LYALLLYALLLYALL ST ST ST HILLIARDHILLIARD AVE AVE

BRIARDALEBRIARDALEBRIARDALE CRES CRES CRES SITE EASTEAST ORKNEYORKNEY PRIVPRIV

BASELINEBASELINE RDRD BASELINE RD LYALLLYALL STST MEADOWLANDSMEADOWLANDS DR DR ELEANORELEANOR DRDR

FARLANEFARLANE BLVDBLVD ORTONAORTONAORTONA AVE AVEAVE MERIVALEMERIVALEMERIVALE RD RD RD

TRILLIUM AVE TRILLIUMTRILLIUMTRILLIUM AVE AVE AVE VALMARIE AVE WALLFORDWALLFORD WAYWAY PARTHIAPARTHIA AVEAVE VALMARIEVALMARIEVALMARIE AVE AVEAVE PARTHIA AVE FISHER AVE DEERDEERDEER PARK PARK PARK RD RD RD FISHERFISHERFISHER AVE AVE AVE

GREENWICH AVE MEADOWLANDS DR

GREENWICHGREENWICH AVE AVE GREENWICH AVE MEADOWLANDSMEADOWLANDS DR DR GREENWICH AVE MEADOWLANDS DR

ELEANORELEANORELEANOR DR DRDR ELEANOR DR HILLIARD AVE

HILLIARDHILLIARDHILLIARD AVE AVE AVE

HILLIARD AVE BEAVERTON AVE BEAVERTONBEAVERTON AVEAVE MEADOWLANDSMEADOWLANDS DRDR EE WALLFORDWALLFORD WAYWAY MEADOWLANDS DR E WARBONNET DR WARBONNETWARBONNET DRDR NESSNESSNESS ST STST LEAVER AVE LEAVERLEAVERLEAVER AVE AVEAVE TRILLIUMTRILLIUMTRILLIUM AVE AVE AVE HIGWOODHIGWOOD DRDR

WIGANWIGAN DR DR FISHER AVE FISHERFISHERFISHER AVE AVE AVE

BUFFALOCIR

BUFFALOBUFFALOCIR BUFFALO CIR CIR

BUFFALOCIR WIGANWIGANWIGAN DR DRDR NORMANDYNORMANDY CRES CRES MERIVALEMERIVALEMERIVALE RD RD RD NORMANDY CRES ORTONA AVE MERIVALE RD ORTONAORTONAORTONA AVE AVEAVE

GILBEYGILBEYGILBEY DR DRDR ASHBURNASHBURN DRDR CEDARCRESTCEDARCRESTCEDARCREST AVE AVE AVE COMMANCHE DR CEDARCREST AVE COMMANCHECOMMANCHE DRDR WIGANWIGAN DR DR APACHEAPACHE CRESCRES MEADOWLANDSMEADOWLANDS DR DR EE BEAVER RIDGE APACHE CRES BEAVERBEAVERBEAVER RIDGE RIDGE RIDGE BEAVER RIDGE INVERNESSINVERNESSINVERNESS AVEAVEAVE GOODWINGOODWINGOODWIN AVE AVEAVE NORMANDYNORMANDYNORMANDY CRES CRESCRES NORMANDY CRES FALAISE FISHERRD AVE EAGLEEAGLEEAGLE LANE LANELANE FALAISEFALAISE FISHER RDFISHERFISHERRD AVE AVE AVE

TIVERTONTIVERTONTIVERTON DR DRDR INVERNESSINVERNESSINVERNESS AVEAVEAVE BOWMOOR AVE KERRY CRES BOWMOORBOWMOOR AVE AVE INVERNESS AVE KERRYKERRYKERRY CRES CRES CRES INVERNESSINVERNESSINVERNESS AVEAVEAVE NEWBURYNEWBURY AVEAVE FISHER AVE FISHERFISHERFISHER AVE AVE AVE

PHILLIPPHILLIPPHILLIP DR DRDR CAPILANO DR TIVERTONTIVERTONTIVERTON DRDRDR GOODWINGOODWIN AVE AVE CAPILANOCAPILANO DR DR TIVERTON DR FALAISEFALAISEFALAISE RDRDRD BOWMOORBOWMOOR AVE AVE FALAISE RD TIVERTONTIVERTONTIVERTON DR DRDR KILMORYKILMORY CRES CRES

BENSON ST BENSONBENSONBENSON ST ST ST ROCKFIELDROCKFIELD CRES CRES BENSON ST

MEADOWLANDS DR E MEADOWLANDSMEADOWLANDSMEADOWLANDS DR DR DR E E E N.T.S

Date: June 2013 Project: 13-178 LEGEND

FILL MATERIAL IDENTIFIED IN GEOTECHNICAL INVESTIGATION BY HOULE CHEVRIER ENGINEERING LTD. POTENTIALLY CONTAMINATING ACTIVITY AREA OF POTENTIAL ENVIRONMENTAL CONCERN

FORMER UNDERGROUND STORAGE TANK / 4 LITRES OF FUEL SPILLED POTENTIALLY CONTAMINATING ACTIVITY AREA OF POTENTIAL ENVIRONMENTAL CONCERN

8 WILLETH AVENUE / RESIDENTIAL 0.5 LITRES OF FUEL SPILLED RESIDENTIAL POTENTIALLY CONTAMINATING ACTIVITY

RESIDENTIAL COMMUNITY LAND USE LAND USE

COMMUNITY

RESIDENTIAL

Client Location 10 CORAL AVENUE Revision MOHAMED SHEIKH AHMED OTTAWA, ONTARIO 0 Drawn by Approved by Project No. Approx. Scale D.J.R A.C.H 13-178 1 : 2000 Title STUDY AREA PLAN

Date June 2013 FIGURE 2 LEXINGTON STREET

LEGEND

MCCOOEY LANE 1 APPROXIMATE WATER WELL LOCATION IN PLAN

PROPERTY BOUNDARY 10 CORAL AVENUE

CONTOUR INTERVAL

HILLIARD AVENUE EXTENT OF STUDY AREA

BASELINE ROAD SUNNYCREST DRIVE

DYNES ROAD

CORAL AVE. FOREST PARK AVENUE

FAIRLANE BOULEVARD

DEER PARK ROAD

ELEANOR DRIVE

Client OTTAWA Location 10 CORAL AVENUE Revision WALLFORD WAY ISLAMIC SCHOOL OTTAWA, ON 0 Drawn by Approved by Project No. Scale D.J.R A.C.H 13-178 1 : 5000 Title HIGWOOD DRIVE TOPOGRAPHIC MAP

Date June 2013 FIGURE 3

MEADOWLANDS DRIVE E June 2013 Our Ref: 13-178

APPENDIX A FIRE INSURANCE PLANS AND INSURANCE REPORTS

Houle Chevrier Engineering Ltd.

Site Address: “10 Coral Avenue Ottawa, ON”

Project No: 20130523012

Opta Order ID: An SCM Company 20130523012

150 Commerce Valley Drive W Requested by: 8th Floor Markham, Ontario L3T 7Z3 Eleanor Goolab T: 905-882-6300 EcoLog ERIS www.optaintel.ca Date Completed: Report Completed By: May 31, 2013 Amy Bosse, Information Coordinator

Opta Environmental Services Historical Environmental Information Reporting System (HEIRSTM)

May 31, 2013

Ms. Eleanor Goolab EcoLog ERIS 80 Valleybrook Drive North York, Ontario M3B 2S9

Dear Eleanor,

Re: Your Site Address: “10 Coral Avenue, Ottawa, ON” Your Project No.: 20130523012 Opta Order ID: 20130523012

As requested, we have searched our records regarding the above site and the following information was found:

Information Date(s) Comment Cost Search Fee $50.00 flat fee per street address. $50.00 Fire Insurance No Records Found in Opta $100.00 for each Fire Insurance Plan. Plans (FIPs) Inventory Insurance 2011 (Other), 1996 $55.00 for each Inspection/Survey report $220.00 Reports (Other), 1988 (COPE), 1988 (Multi‐Risk) insurance reports found in Opta Data Bases Site Plan(s) 1996 x 2, 1988 (no charges) $70.00 for each Site plan site plans found in Opta Data Bases $270.00 Subtotal Minimum order fee of $155.00 Applicable 2 (two)/4 (four) Day Rush Service N/A Total $270.00 NRF: No Records Found. NO: Not Ordered.

The total cost for this report is $270.00 plus courier charges (if applicable) and HST. Please see the Terms and Conditions for our search on page two of this report.

Thank you for employing the services of Opta Information Intelligence.

Amy Bosse Opta Environmental Services

Opta Environmental Services Historical Environmental Information Reporting System (HEIRSTM) Terms and Conditions

Report

The documents (hereinafter referred to as the "Documents") to be released as part of the report (hereinafter referred to as the "Report") to be delivered to the purchaser as set out above are documents in Opta’s records relating to the described property (hereinafter referred to as the "Property"). Opta makes no representations or warranties respecting the Documents whatsoever, including, without limitation, with respect to the completeness, accuracy or usefulness of the Documents, and does not represent or warrant that these are the only plans and reports prepared in association with the Property. The Documents are current as of the date(s) indicated on them. Interpretation of the Documents, if any, is by inference based upon the information which is apparent and obvious on the face of the Documents only. Opta does not represent, warrant or guarantee that interpretations other than those referred to do not exist from other sources. The Report will be prepared for use by the purchaser of the services as shown above hereof only.

Disclaimer

Opta disclaims responsibility for any losses or damages of any kind whatsoever, whether consequential or other, however caused, incurred or suffered, arising directly or indirectly as a result of the services (which services include, but are not limited to, the preparation of the Report provided hereunder), including but not limited to, any losses or damages arising directly or indirectly from any breach of contract, fundamental or otherwise, from reliance on Opta Reports or from any tortious acts or omissions of Opta's agents, employees or representatives.

Entire Agreement

The parties hereto acknowledge and agree to be bound by the terms and conditions hereof. The request form constitutes the entire agreement between the parties pertaining to the subject matter hereof and supersedes all prior and contemporaneous agreements, negotiations and discussions, whether oral or written, and there are no representations or warranties, or other agreements between the parties in connection with the subject matter hereof except as specifically set forth herein. No supplement, modification, waiver, or termination of the request shall be binding, unless confirmed in writing by the parties hereto.

Governing Document

In the event of any conflicts or inconsistencies between the provisions hereof and the Reports, the rights and obligations of the parties shall be deemed to be governed by the request form, which shall be the paramount document.

Law

This agreement shall be governed by and construed in accordance with the laws of the Province of Ontario and the laws of Canada applicable therein.

Page 2 of 2

Risk Basic Survey Report ACCEPTABLE WITH RECOMMENDATIONS Loss Control Services

Company Name OTTAWA ISLAMIC SCHOOL Location 10 CORAL AVE NEPEAN, ON K2E 5Z6 Policy COM014259546 Date of Survey 22/12/2011 Consultant L MCCANN Contact at Risk MOHAMMAD, THE SCHOOL PRINCIPAL

SUMMARY

Construction Class 4 FUS Grade 3 Industry Code 8304-00

Sprinkler Protection NONE Hydrants < 150 m YES Fire Hall < 5 km YES

Property/All Risk Loss Exposure MODERATE Deficiencies MINOR, SEE SECTION A Crime Loss Exposure MODERATE Deficiencies NONE Liability Loss Exposure MODERATE Deficiencies MINOR, SEE SECTION C

Moral Hazard NO

Overall Assessment ACCEPTABLE BUT RECS WOULD IMPROVE OVERALL RISK Requirements NONE Recommendations RISK IMPROVEMENT RECOMMENDATIONS FURNACE ROOM TO BE CLEARED OF COMBUSTIBLE MATERIALS.

ELECTRICAL ROOM TO BE CLEARED OF COMBUSTIBLE MATERIALS.

EXIT LIGHTS NOT LIGHTED.

EMERGENCY LIGHTS NOT FUNCTIONAL.

PORTABLE FIRE EXTINGUISHERS NOT SERVICED.

STANDPIPE AND HOSE NOT SERVICED.

HOT WATER TANK 13 YEARS OLD.

Follow-up Plan REQUEST RESURVEY AS PER ORDERING GUIDELINES Additional Comments NONE

This report and all risk improvement measures made herein are solely for the Insured's confidential consideration. The report should not, in any fashion, be used or considered by persons or entities other than the Insured. The information contained in this report is based on conditions and practices observed at the time of the visit and information shared by management and personnel. It does not, in any way, purport to identify all hazards or deficiencies, or imply that other hazards or deficiencies do not exist. No representation is made by RSA that the Insured is in compliance with any governmental regulatory or other requirement, law, standard or practice. Furthermore, RSA does not represent that the implementation of any measures will necessarily eliminate the risk of loss or exposureOpta that the InsuredHEIRS may face. RSA does not assume any responsibility or legal liability for the outcomes directly or indirectly relating to or arising from its risk improvement measures. RSA is a registered trade name of Royal & Sun Alliance Insurance Company of Canada. "RSA" and the RSA logo are trademarks used under license from RSA Insurance Group plc. ALL RIGHTS RESERVED

1222503 PO#20130523012P.1 of 25 A. PROPERTY / ALL RISK

1. Occupancy

a) Description THIS IS A PRIVATE ISLAMIC SCHOOL WITH STUDENTS AGED BETWEEN 5 AND 18 YEARS OLD. THIS IS A MIXED SCHOOL (GIRLS AND BOYS). THERE ARE CURRENTLY 240 STUDENTS ENROLLED AT THIS SCHOOL.

DAILY PRAYERS ARE HELD IN THE GYMNASIUM LOCATED ON THE GROUND FLOOR.

THERE ARE NO SCIENCE CLASSES INVOLVING BUNSON BURNERS OR CHEMICALS AT THIS LOCATION AS STUDENTS ARE BUSED TO THE UNIVERSITY TO FOLLOW THESE COURSES ACCORDING TO THE PRINCIPAL.

b) Hours of Operation 10 HOURS A DAY; 5 c) Insured is OWNER OCCUPANT DAYS A WEEK. d) Years in Business15 e) Years at Location 15

f) Additional Details NONE

g) Manufacturing NO h) Are There U.S. Risk Process Sales? i) Percentage Of j) Value Of U.S. U.S. Sales Sales

k) Is There A Quality Control Program In Place NOT APPLICABLE

2. Construction

a) No. of Stories 1 and 2 Basement NO

b) Year Built 1965 Addition/Updates NO Good Condition YES c) Grade Area 1809 m² Total Area 2762 m² Insured Area 2762 m²

d) Walls CBBF e) Floors CONCRETE ON GRADE AND CONCRETE ON METAL PAN FOR THE SECOND FLOOR f) Roof CONCRETE ON UNPROTECTED STEEL (THIS IS NOT A STEEL DECK)

g) Interior Finish 100% NON Unprotected Foam NO COMBUSTIBLE Insulation h) Comb. Concealed spaces NO i) Vertical Openings YES Properly Protected YES

j) Exposures to Building NONE Comb Stg < 8m to NO non-blank Wall k) Tenant Separation Walls NOT APPLICABLE l) Additional Details NONE

1222503 PO#20130523012P.2 of 25 3. Fire Hazards

a) Smoking RESTRICTED b) Housekeeping GOOD Programs in Place ACCEPTABLE

c) Heating YES BOILER Arrangement Acceptable YES Fuel GAS Fuel Tanks NO Chimney Acceptable YES Wood Stove NO Portable Space Heaters NO

d) Electrical YES Wiring Type ROMEX, BX, CONDUIT Over Current Protection CB Arrangement Acceptable YES

e) Oil Rags NO Storage in

f) Flam./Comb. Liquids NO g) Spray Painting NO h) Cutting/Welding NO i) Compressed Gases NO j) Commercial Cooking NO k) Other NONE

l) Additional Details NONE

4. Fire Protection

a) Fire Department YES b) Fire Hydrants < 150 m YES c) Fire Extinguishers YES d) Annual Maintenance NO (REC. MADE) e) Standpipe & Hose YES f) Fire Detection System ULC LISTED

g) Automatic Sprinklers NONE % of Area Sprinklered Supervised

h) Other NONE

i) Control Valves Open NOT APPLICABLE j) Annual Test And NOT APPLICABLE Service Tag

5. Other Perils

a) Windstorm NO b) Lightning NO c) Collision NO d) Riot & Vandalism NO

e) Signs of Water DamageNO Roof Leakage Piping Other Tenants Sewer Backup

f) Stock Stored on Floor NO g) Signs of Settling, Collapse NO h) History of Flooding NO

i) Additional Perils NONE

1222503 PO#20130523012P.3 of 25 B. CRIME

1. General

a) Target Commodities NO

b) Burglary Safe NO (NOT REQUIRED) Lottery/Stamps - Daytime Money - Daytime Lottery/Stamps - Overnight Money - Overnight Safe Alarmed # of Staff with Safe Adequate Access

c) Deposits Made Daily with Varied Routes & Times NOT APPLICABLE Cheques Endorsed for Deposit Only

d) Cash Registers Limited to $300 NOT APPLICABLE

e) Burglar Alarm YES f) Protection Devices YES Alarm Company COUNTERFORCE Magnetic Contacts YES Type of Service MONITORING STATION Infrared Sensors YES ULC Certified NO (NOT REQUIRED) Certificate No. NO - Line Security Level Photoelectric Beam NO - Protection Level Glass Breakage NO - Certificate No. Conductive Foil NO - Expiry Date Wire Lacing NO If not ULC Certified - Stated OTHER Other Devices STATED LINE Line Security SECURITY IS A CELL LINK DEDICATED LINE g) Police Response NO h) Is the Alarm Adequate YES Suspended

i) Additional Details NONE

2. Physical Protection

a) Deadbolts on all Ext. Doors YES b) Overhead Doors Protected NOT APPLICABLE c) Partition Walls Protected NOT APPLICABLE d) Rear Openings Protected YES e) Perimeter Properly Lit YES f) Yard Storage Protected NOT APPLICABLE

g) Additional Details NONE

3. Cargo Handling

a) Shipping/Receiving Controls NOT APPLICABLE b) Loaded Trailers Overnight NO - Describe Commodities NONE - Values in Yard Trailers NO TRAILERS c) Load Security (Alarms, fence, etc) NO TRAILERS d) Distance Trailers to Bldg(s) NO TRAILERS

e) Additional Details PART OF THE YARD IS FENCED WITH A FROST FENCE.

1222503 PO#20130523012P.4 of 25 C. LIABILITY

1. Premises Liability

Exposure Unsafe Conditions Details (comment only if, Yes)

a) Floor Surfaces/Coverings NO b) Stock Arrangement/Aisles NO c) Stairs, Ramps, Handrails NO d) Emergency Egress NO e) Sidewalks, Yards, Parking NO f) Snow & Ice NO g) General Housekeeping NO h) Lighting NO i) Signs/Awnings/Attachment NO j) Other EXIT AND EMERGENCY LIGHTS NOT FUNCTIONAL

Public access is: HIGH (when public access to insured's area is high a/o frequency of bodily injury to third parties is foreseeable - eg. shopping malls, recreational occupancies, apartment buildings, grocery stores, etc. - expand on the following)

k) Housekeeping/Sweep Logs YES l) Snow & Ice Clearing Logs YES m) Incident Report In Use YES n) Private Potable Water Supply NOT APPLICABLE

o) Additional Details ACCORDING TO THE PRINCIPAL, ALL SNOW REMOVAL AND SANDING/SALTING OPERATIONS (INCLUDING THE PARKING LOT) ARE CARRIED OUT BY THE SCHOOL MAINTENANCE PERSONNEL.

p) Snow Clearing Program YES q) Salting And Sanding YES Program

r) Responsibility Of THE SCHOOL

s) Certificate Of Insurance NO

2. Liquor Liability

a) Alcohol Served NOT APPLICABLE b) Smart Serve Program c) License Capacity d) Expiry Date of License e) Percentage Liquor Sales

f) Additional Details NONE

1222503 PO#20130523012P.5 of 25 3. Recreational Equipment

a) Swimming Pool NOT APPLICABLE Supervised Emergency Equipment Warning Signs

b) Whirlpool NOT APPLICABLE c) Sauna NOT APPLICABLE T° Limited Timers Provided

d) Playground Equipment YES Installation & Maintenance YES

e) Other Equipment/Activity BASKETBALL COURTS AND ACCESS TO BASEBALL FIELD.

f) Additional Details THE PREMISES HAS A PLAYGROUND AND PLAYGROUND EQUIPMENT THAT APPEARED TO BE IN GOOD CONDITION AT THE TIME OF THIS SURVEY. THEY ARE MAINTAINED BY THE SCHOOL MAINTENANCE PERSONNEL AND HAVE NOT BEEN INSPECTED BY A C.C.P.I.

BASKETBALL COURTS ARE PRESENT ON THE PREMISES AND THEY ARE WELL MAINTAINED.

THERE IS ACCESS THROUGH A GATE IN THE FROST FENCE TO THE BASEBALL FIELD THAT IS COMMON TO TWO SCHOOLS OF DIFFERENT DENOMINATIONS.

THERE ARE NO SPORT EVENTS AT THIS TIME NOR ARE THERE SPORT RELATED FUND RAISERS. HOWEVER, EXTRA CURRICULAR ACTIVITIES ARE HELD.

ALL EQUIPMENT IS MAINTAINED BY THE SCHOOL MAINTENANCE PERSONNEL.

4. Contractors/Offsite Ops

a) Welding/Cutting/Brazing NOT APPLICABLE b) Bridge/Dam NOT APPLICABLE c) Demolition NOT APPLICABLE d) Excavation/Grading NOT APPLICABLE e) Moving NOT APPLICABLE f) Installation NOT APPLICABLE g) Blasting NOT APPLICABLE h) Servicing/Repairs NOT APPLICABLE i) Shoring/Caisson NOT APPLICABLE j) Other NONE

l) Work Subcontracted NOT APPLICABLE m) Operations in U.S. NONE Certificates of Liability

n) Additional Details NONE

o) List Of Key Equipment NOT APPLICABLE Provided? p) List Of Key Equipment q) Security Measures NOT APPLICABLE

1222503 PO#20130523012P.6 of 25 D. MORAL HAZARD

1. Business

a) Unprofitability / in NO Difficulty b) Inventory NOT APPLICABLE - out of date - poor turnaround - or value too high

c) Undesirable Clientele NO

d) Additional Details THIS IS AN ISLAMIC SCHOOL.

2. Neighbourhood

a) Neighbourhood NO - undesirable - depressed - unstable - buildings - location - changing

Comments

b) Signs of Vandalism/Arson NO c) Vacant buildings or High % NO of Vacancy

d) Additional Details NONE

3. Management

a) Attitude ADEQUATE b) Controls YES

c) Additional Details THE PRINCIPAL STATED THAT THE RECOMMENDATIONS WOULD BE IMPLEMENTED UPON RECEIPT.

1222503 PO#20130523012P.7 of 25 Risk Improvement Measures Loss Control Services

Name of Broker HALPENNY INSURANCE BROKERS LTD

SUBJECT Name of Client OTTAWA ISLAMIC SCHOOL Location Visited 10 CORAL AVE NEPEAN, ON K2E 5Z6 Policy No. COM014259546 Date of Survey 22/12/2011 Contact at Risk MOHAMMAD, THE SCHOOL PRINCIPAL

The following risk improvement measures are offered as a result of a loss control survey of the above noted location on behalf of Royal & Sun Alliance Insurance Company of Canada. They are intended to assist your client in the development and maintenance of good loss control practices, as well as aid our underwriters in the evaluation of the business, for insurance purposes. Those risk improvement measures identified as "Requirements" are considered compulsory and should be addressed without delay. Failure to promptly address these requirements may not only potentially expose your client's risk to adverse loss but may also affect insurance coverage.

Importance Number Recommendation

RECOMMENDATION 2011-01 The storage of miscellaneous combustibles in the boiler/furnace room constitute a fire hazard which should be rectified. The boiler room should be cleared of all combustible storage and storage in the room should be prohibited. RECOMMENDATION 2011-02 Miscellaneous combustible storage in the electrical room constitutes a fire hazard which should be rectified. All combustible storage in the electrical room should be removed and the room should be kept free of storage. RECOMMENDATION 2011-03 To ensure that all portable fire extinguishers are properly maintained and available for fire fighting purposes, it is recommended that they be inspected on a monthly basis by staff and annually by a recognized contractor. They should be properly tagged showing the date of service. RECOMMENDATION 2011-04 All lighted “Exit” signs on your premises should be maintained by replacement of burnt out bulbs. A schedule of regular maintenance for such equipment should be in place and followed. Exit lights with burnt out light bulbs were present during our survey. RECOMMENDATION 2011-05 The non-functional emergency lighting devices can create bodily injury to occupiers in the case of power outage during an

1222503 PO#20130523012P.8 of 25 emergency. To reduce the risk, we recommend the installation of functional emergency lighting fixtures that will permit safe and prompt evacuation of occupiers in the case of an emergency. RECOMMENDATION 2011-06 To ensure that all standpipe and hose are properly maintained and available for fire fighting purposes, it is recommended that they be inspected on a monthly basis by staff and annually by a recognized contractor. They should be tagged with the date of service and the name of the servicing firm. RECOMMENDATION 2011-07 The replacement of the hot water tanks must be considered due to their old age.

To ensure affirmative action are promptly taken we would appreciate receiving a response with respect to your client's plans for the completion of the above noted measures within 30 days of receipt. Please direct your response to the office noted below. Yours truly, RSA

1222503 PO#20130523012P.9 of 25 Photographs

Front

REAR LEFT SIDE

1222503 PO#20130523012P.10 of 25 CLASSROOM

REAR RIGHT SIDE

1222503 PO#20130523012P.11 of 25 COMPOSITION OF CEILING

COMPOSITION OF CEILING

1222503 PO#20130523012P.12 of 25 COMPOSITION OF CEILING

COMPOSITION OF FLOOR

1222503 PO#20130523012P.13 of 25 COMPOSITION OF FLOOR

COMPOSITION OF ROOF

1222503 PO#20130523012P.14 of 25 COMPOSITION OF ROOF

ART FRESCO

1222503 PO#20130523012P.15 of 25 LUNCHROOM

HOT WATER TANK

1222503 PO#20130523012P.16 of 25 Electrical panel

Primary Heat

1222503 PO#20130523012P.17 of 25 Primary Heat

Electrical panel

1222503 PO#20130523012P.18 of 25 Electrical panel

GATE TO BASEBALL FIELD

1222503 PO#20130523012P.19 of 25 BASEBALL FIELD

BASKETBALL COURT

1222503 PO#20130523012P.20 of 25 PROTECTED GARBAGE ENCLOSURE

PLAYGROUND EQUIPMENT

1222503 PO#20130523012P.21 of 25 PLAYGROUND EQUIPMENT

PLAYGROUND EQUIPMENT FIELD

1222503 PO#20130523012P.22 of 25 PLAYGROUND EQUIPMENT

PLAYGROUND EQUIPMENT STEPS

1222503 PO#20130523012P.23 of 25 PLAYGROUND

Electrical Recommendation

1222503 PO#20130523012P.24 of 25 Liability Recommendation

Liability Recommendation

1222503 PO#20130523012P.25 of 25 1996

Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 Opta HEIRS ALL RIGHTS RESERVED PO#20130523012 1988

INSURERS' ADVISORY ORGANIZATION 2008-Nov-04 CONFIDENTIAL - FOR USE OF MEMBERS ONLY 13:15 [Tue] NOT FOR GENERAL DISTRIBUTION

COPE (Construction, Occupancy, Protection, Exposure) REPORT

Risk: CARLETON BAORD OF EDUCATION 10 CORAL AVENUE NEPEAN, ONTARIO ?

Reference No. 10580041 / Building No. 01

( Surveyed By C.H. LAFLEUR on 10 NOV 88 ) ------Please note that the information contained in this report was gathered during a physical inspection of the risk by an IAO Loss Control Representative.

If you wish to obtain building or contents rates for this risk, please refer to the Rate Card in the list of products available for this risk. Please call the IAO Help Desk or your local IAO Representative for help in obtaining a rate for this risk, or do it yourself by going to www.iao.ca and using the New X-rate to generate a new rate yourself. ------IAO reports, prepared in compliance with commonly accepted risk control standards existing at the time services are rendered, are developed from an inspection of the premises and/or from data supplied by or on behalf of the Purchaser. IAO does not purport to list all hazards. While changes and modifications referred to in the reports are designed to upgrade protection and loss prevention of the premises, IAO assumes no responsibility for management and control of these activities. IAO will not be responsible to the Purchaser for any loss or damages, whether consequential or other, however caused, incurred or suffered, as a result of the service being provided. ------CODING ------

Industry Code: 830 - Day Schools, Boarding Schools, Primary and Seconda Construction Code: 2 - Non-Combustible / Masonry Walls Risk Classification: NS - Non-Sprinklered Protection Code: 2 - Non-Sprinklered, Fully Protected, Gr 3 Combustibility L2 ------BRIEF DESCRIPTION ------THIS IS A 2 & 1 STOREY NO BST BK/CB & NON- COMB BLDG WITH A CONC GRADE FLR, PRECAST CONCRETE 2ND & ROOF. OCCUPIED AS A DAY SCHOOL & DAY CARE CENTRE. EXPOSURE: NONE MUNI-PROT STD FOR FUS CL 3. PRI-PROT IS STD. HOUSEKEEPING IS GOOD. CIRCUIT BREAKERS ARE USED. ------COMMENTS ------THIS RISK IS AVERAGE IN CLASS. DESIRABLE IMPROVMENTS: NONE

WALLS - MASONRY: 40% C.B.B.F. WALLS 300mm Thick C-2 Type: W-1

NON COMBUSTIBLE WALLS: 60% S.F.M.C. WALLS

MASONRY and FIRE RESISTIVE FLOOR and ROOFS: 40% GRADE CONC ON EARTH Hours: 3.00 Listed? U Type: D-1 60% PRECAST CONC FLRS/ROOF Hours: 0.00 Listed? U Type: D-2

------SECONDARY CONSTRUCTION ------

HEIGHT: Number of Storeys: 2& Basements: N

Combustible Storeys Without Grade Access: 0

VERTICAL OPENINGS: UNPROT STAIRS Comb.: L2 Const.: 2 Type: Open (V-4) 0 Hrs-Walls/ 0 Hrs-Doors

AREA:

Grade: 1595 m2 Total: 2400 m2 Effective: 1595 m2

L1, L2 Area 100%

ROOF SURFACE: 100 % APPROVED

BUILDING CONDITION: GOOD Type C-.

Year Built: 1950 ( Air Conditioning: NONE

Basement: NONE

Elevators: NONE

COMMON HAZARDS: 7211A1 - HOT WATER OIL HEATING

------PROTECTION ------

MUNICIPAL PROTECTION: Distance from Hydrants: STANDARD Congested Area: NO Distance to Fire Hall: STANDARD Accessibility: GOOD FUS Protection Class: 03 Revised Class: 03 IAO Protection Class: 03

------EXPOSURE ------

NONE NOTED: ------OCCUPANCY - OTTAWA ISLAMIC SCHOOL ------

Industry Code: 830 - Day Schools, Boarding Schools, Primary and Se

Occupancy: 5266A - DAY SCHOOL

Location: 10 Area: 1595 m2 66.0% of Total

Combustibility Code: L2 - Limited Combustibility Susceptibility Code: S1 - Minimal Damage ------

------OCCUPANCY - OTTAWA CARLETON BOARD OF EDUCATION ------

Industry Code: 830 - Day Schools, Boarding Schools, Primary and Se

Occupancy: 5266A - DAY SCHOOL/NURSERY

Location: 10 Area: 805 m2 34.0% of Total

Combustibility Code: L2 - Limited Combustibility Susceptibility Code: S1 - Minimal Damage ------

APPENDIX B ONTARIO LAND REGISTRY TITLE SEARCH RESULTS

Houle Chevrier Engineering Ltd.

June 2013 Our Ref: 13-178

APPENDIX C ECOLOG ERIS DATABASE REPORT

Houle Chevrier Engineering Ltd. Project Property: 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Report Type: Standard Report Order #: 20130523012 Date: May 31, 2013 Table of Contents Table of Contents...... 1 Executive Summary...... 2 Executive Summary: Report Summary...... 3 Executive Summary: Site Report Summary – Project Property...... 5 Executive Summary: Site Report Summary – Surrounding Properties...... 6 Map...... 9 Aerial...... 10 Detail Report...... 11 Unplottable Report...... 41 Appendix: Database Descriptions...... 42 Definitions...... 51

Notice: IMPORTANT LIMITATIONS and YOUR LIABILITY

Reliance on information in Report: This report DOES NOT replace a full Phase 1 Environmental Site Assessment but is solely intended to be used to focus further investigation.

Licence for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier. The information in Report(s) may not be modified or re-sold.

Your Liability for misuse: Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use, including damages caused to third parties, and gives ERIS the right to terminate your account, rescind your licence to any previous reports and to bar you from future use of the Service.

No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by EcoLog Environmental Risk Information Services Ltd ("ERIS") using various sources of information, including information provided by Federal and Provincial government departments. The report applies only to the address and up to the date 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. Although ERIS has endeavoured to present you with information that is accurate, EcoLog ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of EcoLog ERIS is limited to the monetary value paid for this report.

Trademark and Copyright: You may not use the ERIS trademarks or attribute any work to ERIS other than as outlined above. This Service and Report(s) are protected by copyright owned by EcoLog ERIS Ltd. Copyright in data used in the Service or Report(s) (the "Data") is owned by EcoLog ERIS or its licensors. The Service, Report(s) and Data may not be copied or reproduced in whole or in any substantial part without prior written consent of EcoLog ERIS.

1 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Executive Summary

Property Information:

Project Property: 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6

Coordinates: Latitude: 45.365617 Longitude: -75.72162 UTM Northing: 443,488.20 UTM Easting: 5,023,820.37 UTM Zone: UTM Zone 18T

Elevation: 295 FT 90.00 M

Order Information:

Order No.: 20130523012 Date Requested: 31/05/2013 Requested by: Houle Chevrier Engineering Report Type: Standard Report

Additional Products:

City Directory Search Subject Site plus 5 Adjacent Properties Insurance Products Fire Insurance Plans Other Reports Anderson Waste Disposal Report

2 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Executive Summary: Report Summary

Database Name Selected On Site Within 0.25KM Total

AAGR Abandoned Aggregate Inventory Y 0 0 0 AGR Aggregate Inventory Y 0 0 0 AMIS Abandoned Mine Information System Y 0 0 0 ANDR Anderson's Waste Disposal Sites Y 0 0 0 AUWR Automobile Wrecking & Supplies Y 0 0 0 BORE Borehole Y 0 4 4 CA Certificates of Approval Y 0 0 0 CFOT Commercial Fuel Oil Tanks Y 0 0 0 CHEM Chemical Register Y 0 0 0 COAL Inventory of Coal Gasification Plants and Coal Tar Sites Y 0 0 0 CONV Compliance and Convictions Y 0 0 0 CPU Certificates of Property Use Y 0 0 0 DRL Drill Hole Database Y 0 0 0 EASR Environmental Activity and Sector Registry Y 0 0 0 EBR Environmental Registry Y 0 0 0 ECA Environmental Compliance Approval Y 0 0 0 EEM Environmental Effects Monitoring Y 0 0 0 EHS ERIS Historical Searches Y 0 0 0 EIIS Environmental Issues Inventory System Y 0 0 0 EXP List of TSSA Expired Facilities Y 0 0 0 FCON Federal Convictions Y 0 0 0 FCS Contaminated Sites on Federal Land Y 0 0 0 FOFT Fisheries & Oceans Fuel Tanks Y 0 0 0 FST Fuel Storage Tank Y 0 0 0 GEN Ontario Regulation 347 Waste Generators Summary Y 0 0 0 HINC TSSA Historic Incidents Y 0 1 1 IAFT Indian & Northern Affairs Fuel Tanks Y 0 0 0 INC TSSA Incidents Y 0 0 0 LIMO Landfill Inventory Management Ontario Y 0 0 0 MINE Canadian Mine Locations Y 0 0 0 MNR Mineral Occurrences Y 0 0 0 NATE National Analysis of Trends in Emergencies System (NATES) Y 0 0 0 NCPL Non-Compliance Reports Y 0 0 0 NDFT National Defence & Canadian Forces Fuel Tanks Y 0 0 0 NDSP National Defence & Canadian Forces Spills Y 0 0 0 NDWD National Defence & Canadian Forces Waste Disposal Sites Y 0 0 0 NEES National Environmental Emergencies System (NEES) Y 0 0 0

3 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Database Name Selected On Site Within 0.25KM Total

NPCB National PCB Inventory Y 0 0 0 NPRI National Pollutant Release Inventory Y 0 0 0 OGW Oil and Gas Wells Y 0 0 0 OOGW Ontario Oil and Gas Wells Y 0 0 0 OPCB Inventory of PCB Storage Sites Y 0 0 0 ORD Orders Y 0 0 0 PAP Canadian Pulp and Paper Y 0 0 0 PCFT Parks Canada Fuel Storage Tanks Y 0 0 0 PES Pesticide Register Y 0 0 0 PINC TSSA Pipeline Incidents Y 0 0 0 PRT Private and Retail Fuel Storage Tanks Y 0 0 0 PTTW Permit to Take Water Y 0 0 0 REC Ontario Regulation 347 Waste Receivers Summary Y 0 0 0 RSC Record of Site Condition Y 0 0 0 RST Retail Fuel Storage Tanks Y 0 0 0 SCT Scott's Manufacturing Directory Y 0 0 0 SPL Ontario Spills Y 1 1 2 SRDS Wastewater Discharger Registration Database Y 0 0 0 TANK Anderson's Storage Tanks Y 0 0 0 TCFT Transport Canada Fuel Storage Tanks Y 0 0 0 VAR TSSA Variances for Abandonment of Underground Storage Y 0 0 0 Tanks WDS Waste Disposal Sites - MOE CA Inventory Y 0 0 0 WDSH Waste Disposal Sites - MOE 1991 Historical Approval Y 0 0 0 Inventory WWIS Water Well Information System Y 0 46 46

Total: 1 52 53

4 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Executive Summary: Site Report Summary – Project Property

Map DB Company/Site Name Address Dis m Elev Page Key diff m Number

2 SPL SHELL CANADA PRODUCTS LTD. ISLAMIC COMMUNITY SCHOOL, 10 60.9 0.00 11 CORAL AVE. NEPEAN TANK TRUCK (CARGO) NEPEAN CITY ON K2E 5Z6

5 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Executive Summary: Site Report Summary – Surrounding Properties

Map DB Company/Site Name Address Dis m Elev Page Key Diff m Number

1 BORE ON 56.2 0.00 11

1 WWIS lot 35 con A ON 56.2 0.00 12

3 WWIS lot 35 con A ON 93.7 0.67 13

4 WWIS lot 35 con A ON 97.7 0.00 13

5 WWIS lot 35 con A ON 102.8 0.00 14

6 WWIS lot 35 con A ON 106.0 0.00 14

7 BORE ON 109.9 0.00 15

7 WWIS lot 35 con A ON 109.9 0.00 15

8 WWIS lot 35 con A ON 110.2 1.00 16

9 WWIS lot 35 con A ON 112.6 0.39 17

10 WWIS lot 35 con A ON 119.2 1.00 17

11 WWIS lot 35 con A ON 120.0 0.00 18

12 BORE ON 129.0 0.00 18

12 WWIS lot 35 con A ON 129.0 0.00 19

13 WWIS lot 35 con A ON 132.8 1.00 19

14 WWIS lot 35 con A ON 136.6 0.00 20

15 WWIS lot 35 con A ON 137.6 0.00 21

16 WWIS lot 35 con A ON 141.6 1.00 21

17 WWIS lot 35 con A ON 153.4 1.00 22

18 WWIS lot 35 con A ON 163.2 1.00 22

19 WWIS lot 35 con A ON 167.8 1.00 23

20 WWIS lot 35 con A ON 170.4 0.00 23

6 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map DB Company/Site Name Address Dis m Elev Page Key Diff m Number

21 WWIS lot 35 con A ON 170.8 1.00 24

22 WWIS lot 35 con A ON 172.9 1.00 24

23 WWIS lot 35 con A ON 174.1 1.12 25

24 WWIS lot 35 con A ON 181.4 0.00 25

25 WWIS lot 35 con A ON 184.8 2.00 26

26 WWIS lot 35 con A ON 190.8 0.00 26

27 WWIS lot 35 con A ON 190.8 0.00 27

28 WWIS lot 35 con A ON 191.7 1.26 28

29 WWIS lot 35 con A ON 194.3 1.00 28

30 WWIS lot 35 con A ON 194.6 1.00 29

31 WWIS lot 35 con A ON 194.9 0.00 29

32 WWIS lot 35 con A ON 198.4 1.00 30

33 WWIS lot 35 con A ON 199.2 -0.91 30

34 WWIS lot 35 con A ON 200.1 2.00 31

35 WWIS lot 35 con A ON 203.1 2.00 31

36 WWIS lot 35 con A ON 208.8 0.00 32

37 WWIS lot 35 con A ON 211.6 2.00 32

38 HINC 8 WILLETH AVENUE NEPEAN ON 215.2 0.00 33 K2E 5C1 38 SPL Thermoshell 8 Willeth Street, Nepean Ottawa ON 215.2 0.00 33

39 WWIS lot 35 con A ON 221.0 0.00 34

40 WWIS lot 35 con A ON 221.2 2.00 34

41 WWIS lot 35 con A ON 221.6 -1.00 35

42 BORE ON 221.8 1.65 35

43 WWIS lot 35 con A ON 222.7 2.00 36

44 WWIS lot 35 con A ON 224.1 0.99 37

45 WWIS lot 35 con A ON 224.2 0.00 37

7 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map DB Company/Site Name Address Dis m Elev Page Key Diff m Number

46 WWIS lot 35 con A ON 235.9 1.81 38

47 WWIS lot 35 con A ON 237.3 2.06 38

48 WWIS lot 35 con A ON 238.3 0.00 39

49 WWIS lot 35 con A ON 243.1 1.00 39

8 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 75°43'30"W

ZENA ST

BASELINE RD KESLER AVE #*49 44 45 48 #* )" )" LIPSTAN AVE )" WILLETH AVE 38(2) 46 #* 42 26 )" 39 #* )" SUNNYCREST DR

28 21 20 31 #* #* )" )"

TWIN TERR 22 36 #* )" OAKWOOD AVE 43 11

45°22'N #* 8 )" SUTTON PL 5 )" 45°22'N 34 #* )" 15 4 " #* 6 ) 27

LYALL ST " " 16 ) )

* #* 41#

#* 2 * 10 3 )" 33# CORAL AVE 1(2) 40 17 #* #* )" #* #* VANSON AVE

35 13 47 #* #* BARLYN AVE #* ^_ 12(2) #*23 )" #*9 #*37 18 KAYBURN AVE 30 #* HILLIARD AVEMILLBROOK CRES #* 7(2) )" #*29

19 14 #* )" #*32 24 )" DEER PARK RD

FARLANE BLVD

GREENWICH AVE

m 1:3000 80 WALLFORD40 WAY 0 80

Map Order No: 20130523012 Address: 10 Coral Ave, Ottawa, ON, K2E5Z6

^_ Project Property Expressway Industrial and Resource - Regions National Park Buffer Outline Principal Highway Main Line Provincial or Territorial Park #* Eris Sites with Higher Elevation Secondary Highway Sidetrack Other Park

)" Eris Sites with Same Elevation Major Road Transit Line Golf Course or Driving Range *

# Eris Sites with Lower Elevation Local road Abandoned Line Park or Sports Field ( Eris Sites with Unknown Elevation Trail Pipelines and Transmission Other Recreation Area &- Eris Sites - Not Included in Report Proposed Road Ferry Route/Ice Road

^_ 45°21'30"N 45°21'30"N

m 1:10000 250 125 0 250

Aerial Order No: 20130523012

Address: 10 Coral Ave, Ottawa, ON, K2E5Z6

Source: ESRI World Imagery © Ecolog ERIS Ltd Detail Report

Map Key Number of Distance Elevation Site DB Records m m

2 1 of 1 60.9 90.0 SHELL CANADA PRODUCTS LTD. SPL ISLAMIC COMMUNITY SCHOOL, 10 CORAL AVE. NEPEAN TANK TRUCK (CARGO) NEPEAN CITY ON K2E 5Z6

Ref No.: 123465 Incident Dt: 2/8/1996 MOE Reported Dt: 2/8/1996 Contaminant Name: Contaminant Quantity: Incident Summary: SHELL CANADA:4L FURNACE OIL TO GROUND DURING A FILL. CLEANED UP. Incident Cause: PIPE/HOSE LEAK Incident Reason: EQUIPMENT FAILURE Nature of Impact: Receiving Medium: LAND Environmental Impact: NOT ANTICIPATED

1 1 of 2 56.2 90.0 BORE ON

Borehole ID: 612662 Type: Borehole Use: Status: Drill Method: UTM Zone: 18 Easting: 443511.000 Northing: 5023872.000 Location Accuracy: Orig. Ground Elevation(m): 89.900002 Elev. Reliability Note: DEM Ground Elevation(m): 90.199997 Total Depth(m): 95.400002 Primary Name: Township: Concession: Lot: Municipality: Completion Date: 1954-OCT Static Water Level: Primary Water Use: Secondary Water Use: Location Description:

--- Details --- Stratum ID: 218391998 Top Depth(m): 0 Bottom Depth(m): 15.200000 Stratum Desc: CLAY. BLUE.

11 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

+ Stratum ID: 218391999 Top Depth(m): 15.200000 Bottom Depth(m): 17.100000 Stratum Desc: SAND. + Stratum ID: 218392000 Top Depth(m): 17.100000 Bottom Depth(m): 32 Stratum Desc: LIMESTONE. + Stratum ID: 218392001 Top Depth(m): 32 Bottom Depth(m): 51.799999 Stratum Desc: SHALE. BLACK. + Stratum ID: 218392002 Top Depth(m): 51.799999 Bottom Depth(m): 95.400002 Stratum Desc: LIMESTONE. GREY. 00150DARK,GREY,SOUND,BEDDED. GREY,STIFF,FISSURED. CLAY. GREY,SOFT. 00010

1 2 of 2 56.2 90.0 lot 35 con A WWIS ON

Well Id: 1504572 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443510.7 Northing Nad83: 5023872 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Public Construction Date: 10/4/1954 Secondary Water Well Depth: 313 ft Use: Pump Rate: 7 GPM Static Water Level: 35 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.213088 Elevation Reliability: Depth to Bedrock: 56 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: BLUE Material: CLAY + Thickness: 6 ft Original Depth: 56 ft Material Colour: Material: MEDIUM SAND, GRAVEL + Thickness: 49 ft Original Depth: 105 ft Material Colour: Material: LIMESTONE + Thickness: 65 ft Original Depth: 170 ft Material Colour: BLACK Material: SHALE

12 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

+ Thickness: 143 ft Original Depth: 313 ft Material Colour: GREY Material: LIMESTONE, SANDSTONE

3 1 of 1 93.7 90.7 lot 35 con A WWIS ON

Well Id: 1504636 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443410.7 Northing Nad83: 5023872 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 8/26/1960 Secondary Water Well Depth: 251 ft Use: Pump Rate: 5 GPM Static Water Level: 25 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.732589 Elevation Reliability: Depth to Bedrock: 53 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 53 ft Original Depth: 53 ft Material Colour: GREY Material: CLAY + Thickness: 198 ft Original Depth: 251 ft Material Colour: GREY Material: LIMESTONE

4 1 of 1 97.7 90.0 lot 35 con A WWIS ON

Well Id: 1504609 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443500.7 Northing Nad83: 5023917 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 8/23/1955 Secondary Water Well Depth: 116 ft Use: Pump Rate: 5 GPM Static Water Level: 18 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.377334 Elevation Reliability: Depth to Bedrock: 49 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details ---

13 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Thickness: 49 ft Original Depth: 49 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 67 ft Original Depth: 116 ft Material Colour: Material: LIMESTONE

5 1 of 1 102.8 90.0 lot 35 con A WWIS ON

Well Id: 1504601 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443505.7 Northing Nad83: 5023922 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 5/27/1955 Secondary Water Well Depth: 118 ft Use: Pump Rate: 5 GPM Static Water Level: 10 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.353935 Elevation Reliability: Depth to Bedrock: 50 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 68 ft Original Depth: 118 ft Material Colour: Material: LIMESTONE

6 1 of 1 106.0 90.0 lot 35 con A WWIS ON

Well Id: 1504515 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443555.7 Northing Nad83: 5023902 Zone: 18 Utm Reliability: unknown UTM Primary Water Use: Domestic Construction Date: 4/14/1954 Secondary Water Well Depth: 141 ft Use: Pump Rate: 5 GPM Static Water Level: 22 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.137008 Elevation Reliability: Depth to Bedrock: 50 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE 14 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 91 ft Original Depth: 141 ft Material Colour: Material: LIMESTONE

7 1 of 2 109.9 90.0 BORE ON

Borehole ID: 612647 Type: Borehole Use: Status: Drill Method: UTM Zone: 18 Easting: 443411.000 Northing: 5023742.000 Location Accuracy: Orig. Ground Elevation(m): 89.900002 Elev. Reliability Note: DEM Ground Elevation(m): 90.900002 Total Depth(m): 40.799999 Primary Name: Township: Concession: Lot: Municipality: Completion Date: 1954-SEP Static Water Level: Primary Water Use: Secondary Water Use: Location Description:

--- Details --- Stratum ID: 218391947 Top Depth(m): 0 Bottom Depth(m): 15.200000 Stratum Desc: CLAY. + Stratum ID: 218391948 Top Depth(m): 15.200000 Bottom Depth(m): 16.799999 Stratum Desc: SAND. + Stratum ID: 218391949 Top Depth(m): 16.799999 Bottom Depth(m): 40.799999 Stratum Desc: LIMESTONE. 00100BLUE. ROCK. LOOSE TO COMPACT. UNSPECIFIED. DENSE. BEDROCK. BEDROC

7 2 of 2 109.9 90.0 lot 35 con A WWIS ON

Well Id: 1504568 Lot: 035 Concession: A Concession Name: RF

15 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443410.7 Northing Nad83: 5023742 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 9/21/1954 Secondary Water Well Depth: 134 ft Use: Pump Rate: 6 GPM Static Water Level: 17 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.934074 Elevation Reliability: Depth to Bedrock: 55 Overburden/Bedroc Bedrock k: Water Type: Not stated Casing Material: OPEN HOLE, STEEL

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: Material: CLAY + Thickness: 5 ft Original Depth: 55 ft Material Colour: Material: MEDIUM SAND, GRAVEL + Thickness: 79 ft Original Depth: 134 ft Material Colour: Material: LIMESTONE

8 1 of 1 110.2 91.0 lot 35 con A WWIS ON

Well Id: 1504589 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443445.7 Northing Nad83: 5023922 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 2/16/1955 Secondary Water Well Depth: 120 ft Use: Pump Rate: 5 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.603347 Elevation Reliability: Depth to Bedrock: 47 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 47 ft Original Depth: 47 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 73 ft Original Depth: 120 ft Material Colour: Material: LIMESTONE

16 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

9 1 of 1 112.6 90.4 lot 35 con A WWIS ON

Well Id: 1504531 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443380.7 Northing Nad83: 5023787 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 6/10/1954 Secondary Water Well Depth: 347 ft Use: Pump Rate: 5 GPM Static Water Level: 30 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.968788 Elevation Reliability: Depth to Bedrock: 59 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 59 ft Original Depth: 59 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 288 ft Original Depth: 347 ft Material Colour: Material: LIMESTONE

10 1 of 1 119.2 91.0 lot 35 con A WWIS ON

Well Id: 1504573 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443380.7 Northing Nad83: 5023872 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 10/14/1954 Secondary Water Well Depth: 110 ft Use: Pump Rate: 5 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.916053 Elevation Reliability: Depth to Bedrock: 40 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 40 ft Original Depth: 40 ft Material Colour: BLUE Material: CLAY + Thickness: 70 ft Original Depth: 110 ft 17 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Material Colour: BLUE Material: LIMESTONE

11 1 of 1 120.0 90.0 lot 35 con A WWIS ON

Well Id: 1504520 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443530.7 Northing Nad83: 5023932 Zone: 18 Utm Reliability: unknown UTM Primary Water Use: Domestic Construction Date: 4/28/1954 Secondary Water Well Depth: 139 ft Use: Pump Rate: 5 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.336303 Elevation Reliability: Depth to Bedrock: 48 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL

--- Details --- Thickness: 48 ft Original Depth: 48 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 91 ft Original Depth: 139 ft Material Colour: Material: LIMESTONE

12 1 of 2 129.0 90.0 BORE ON

Borehole ID: 612659 Type: Borehole Use: Status: Drill Method: UTM Zone: 18 Easting: 443616.000 Northing: 5023802.000 Location Accuracy: Orig. Ground Elevation(m): 89.900002 Elev. Reliability Note: DEM Ground Elevation(m): 89.400002 Total Depth(m): 40.799999 Primary Name: Township: Concession: Lot: Municipality: Completion Date: 1954-SEP Static Water Level: Primary Water Use: Secondary Water Use: Location Description: 18 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

--- Details --- Stratum ID: 218391987 Top Depth(m): 0 Bottom Depth(m): 15.200000 Stratum Desc: CLAY. + Stratum ID: 218391988 Top Depth(m): 15.200000 Bottom Depth(m): 16.799999 Stratum Desc: SAND. + Stratum ID: 218391989 Top Depth(m): 16.799999 Bottom Depth(m): 40.799999 Stratum Desc: LIMESTONE. 00110DROCK. DARK,GREY,FRACTURED. BEDROCK. DARK,GREY,SOUND,BEDDED. GREY,STIFF,FI

12 2 of 2 129.0 90.0 lot 35 con A WWIS ON

Well Id: 1504567 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443615.7 Northing Nad83: 5023802 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 9/21/1954 Secondary Water Well Depth: 134 ft Use: Pump Rate: 6 GPM Static Water Level: 17 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 89.395637 Elevation Reliability: Depth to Bedrock: 55 Overburden/Bedroc Bedrock k: Water Type: Not stated Casing Material: STEEL, OPEN HOLE

13 1 of 1 132.8 91.0 lot 35 con A WWIS ON

Well Id: 1504539 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP

19 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Easting Nad83: 443355.7 Northing Nad83: 5023832 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 6/30/1954 Secondary Water Well Depth: 121 ft Use: Pump Rate: 4 GPM Static Water Level: 25 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.895668 Elevation Reliability: Depth to Bedrock: 49 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, , OPEN HOLE

--- Details --- Thickness: 49 ft Original Depth: 49 ft Material Colour: Material: CLAY + Thickness: 72 ft Original Depth: 121 ft Material Colour: Material: LIMESTONE

14 1 of 1 136.6 90.0 lot 35 con A WWIS ON

Well Id: 1504553 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443440.7 Northing Nad83: 5023692 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/22/1954 Secondary Water Well Depth: 223 ft Use: Pump Rate: 6 GPM Static Water Level: 6 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.594116 Elevation Reliability: Depth to Bedrock: 54 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 52 ft Original Depth: 52 ft Material Colour: Material: CLAY + Thickness: 2 ft Original Depth: 54 ft Material Colour: Material: MEDIUM SAND + Thickness: 169 ft Original Depth: 223 ft Material Colour: Material: LIMESTONE

20 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

15 1 of 1 137.6 90.0 lot 35 con A WWIS ON

Well Id: 1504523 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443590.7 Northing Nad83: 5023912 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 5/11/1954 Secondary Water Well Depth: 201 ft Use: Pump Rate: 5 GPM Static Water Level: 23 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 89.980316 Elevation Reliability: Depth to Bedrock: 50 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: OPEN HOLE, STEEL

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 151 ft Original Depth: 201 ft Material Colour: Material: LIMESTONE

16 1 of 1 141.6 91.0 lot 35 con A WWIS ON

Well Id: 1504613 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443365.7 Northing Nad83: 5023892 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 9/29/1955 Secondary Water Well Depth: 120 ft Use: Pump Rate: 5 GPM Static Water Level: 18 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.982841 Elevation Reliability: Depth to Bedrock: 50 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 70 ft Original Depth: 120 ft

21 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Material Colour: Material: LIMESTONE

17 1 of 1 153.4 91.0 lot 35 con A WWIS ON

Well Id: 1504540 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443340.7 Northing Nad83: 5023862 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/2/1954 Secondary Water Well Depth: 121 ft Use: Pump Rate: 5 GPM Static Water Level: 10 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.060897 Elevation Reliability: Depth to Bedrock: 0 Overburden/Bedroc Mixed in a Layer k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 76 ft Original Depth: 121 ft Material Colour: Material: LIMESTONE + Thickness: 45 ft Original Depth: 45 ft Material Colour: Material: CLAY, LIMESTONE

18 1 of 1 163.2 91.0 lot 35 con A WWIS ON

Well Id: 1504537 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443335.7 Northing Nad83: 5023762 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 6/25/1954 Secondary Water Well Depth: 50 ft Use: Pump Rate: 5 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.306762 Elevation Reliability: Depth to Bedrock: 20 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: OPEN HOLE, STEEL

--- Details --- Thickness: 20 ft Original Depth: 20 ft Material Colour: Material: CLAY, TOPSOIL

22 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

+ Thickness: 30 ft Original Depth: 50 ft Material Colour: Material: LIMESTONE

19 1 of 1 167.8 91.0 lot 35 con A WWIS ON

Well Id: 1504555 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443380.7 Northing Nad83: 5023692 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/28/1954 Secondary Water Well Depth: 110 ft Use: Pump Rate: 6 GPM Static Water Level: 12 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.204872 Elevation Reliability: Depth to Bedrock: 56 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 54 ft Original Depth: 54 ft Material Colour: Material: CLAY + Thickness: 2 ft Original Depth: 56 ft Material Colour: Material: MEDIUM SAND + Thickness: 54 ft Original Depth: 110 ft Material Colour: Material: LIMESTONE

20 1 of 1 170.4 90.0 lot 35 con A WWIS ON

Well Id: 1504514 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443565.7 Northing Nad83: 5023972 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 4/13/1954 Secondary Water Well Depth: 153 ft Use: Pump Rate: 3 GPM Static Water Level: 40 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.458152 Elevation Reliability: Depth to Bedrock: 50 Overburden/Bedroc Bedrock k: 23 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Water Type: FRESH Casing Material: OPEN HOLE, STEEL, STEEL

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: Material: TOPSOIL + Thickness: 103 ft Original Depth: 153 ft Material Colour: Material: LIMESTONE

21 1 of 1 170.8 91.0 lot 35 con A WWIS ON

Well Id: 1504588 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443410.7 Northing Nad83: 5023972 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 2/2/1955 Secondary Water Well Depth: 99 ft Use: Pump Rate: 5 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.784172 Elevation Reliability: Depth to Bedrock: 48 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 48 ft Original Depth: 48 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 51 ft Original Depth: 99 ft Material Colour: Material: LIMESTONE

22 1 of 1 172.9 91.0 lot 35 con A WWIS ON

Well Id: 1504586 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443375.7 Northing Nad83: 5023952 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 1/21/1955 Secondary Water Well Depth: 102 ft Use: Pump Rate: 5 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.037292 Elevation Reliability: 24 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Depth to Bedrock: 48 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 48 ft Original Depth: 48 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 54 ft Original Depth: 102 ft Material Colour: Material: LIMESTONE

23 1 of 1 174.1 91.1 lot 35 con A WWIS ON

Well Id: 1504562 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443315.7 Northing Nad83: 5023797 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 8/13/1954 Secondary Water Well Depth: 108 ft Use: Pump Rate: 5 GPM Static Water Level: 12 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.126831 Elevation Reliability: Depth to Bedrock: 43 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 43 ft Original Depth: 43 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 65 ft Original Depth: 108 ft Material Colour: Material: LIMESTONE

24 1 of 1 181.4 90.0 lot 35 con A WWIS ON

Well Id: 1504548 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443400.7 Northing Nad83: 5023662 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/14/1954 Secondary Water Well Depth: 280 ft Use: Pump Rate: 2 GPM Static Water Level: 31 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: 25 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Elevation (m): 90.927368 Elevation Reliability: Depth to Bedrock: 48 Overburden/Bedroc Bedrock k: Water Type: Not stated Casing Material: OPEN HOLE, STEEL

--- Details --- Thickness: 45 ft Original Depth: 45 ft Material Colour: Material: CLAY + Thickness: 3 ft Original Depth: 48 ft Material Colour: Material: GRAVEL + Thickness: 2 ft Original Depth: 50 ft Material Colour: Material: SHALE + Thickness: 230 ft Original Depth: 280 ft Material Colour: Material: LIMESTONE

25 1 of 1 184.8 92.0 lot 35 con A WWIS ON

Well Id: 1504599 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443315.7 Northing Nad83: 5023887 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 5/17/1955 Secondary Water Well Depth: 118 ft Use: Pump Rate: 5 GPM Static Water Level: 12 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.23738 Elevation Reliability: Depth to Bedrock: 50 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 50 ft Original Depth: 50 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 68 ft Original Depth: 118 ft Material Colour: Material: LIMESTONE

26 1 of 1 190.8 90.0 lot 35 con A WWIS ON

Well Id: 1504596 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP

26 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Easting Nad83: 443545.7 Northing Nad83: 5024002 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 4/27/1955 Secondary Water Well Depth: 120 ft Use: Pump Rate: 5 GPM Static Water Level: 16 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.452507 Elevation Reliability: Depth to Bedrock: 45 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: OPEN HOLE, STEEL

--- Details --- Thickness: 45 ft Original Depth: 45 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 75 ft Original Depth: 120 ft Material Colour: Material: LIMESTONE

27 1 of 1 190.8 90.0 lot 35 con A WWIS ON

Well Id: 1504499 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443660.7 Northing Nad83: 5023902 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 2/10/1954 Secondary Water Well Depth: 200 ft Use: Pump Rate: 4 GPM Static Water Level: 40 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 89.897056 Elevation Reliability: Depth to Bedrock: 67 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 33 ft Original Depth: 33 ft Material Colour: Material: CLAY, TOPSOIL + Thickness: 34 ft Original Depth: 67 ft Material Colour: Material: HARDPAN + Thickness: 133 ft Original Depth: 200 ft Material Colour: BLUE Material: LIMESTONE

27 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

28 1 of 1 191.7 91.3 lot 35 con A WWIS ON

Well Id: 1504584 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443370.7 Northing Nad83: 5023972 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 6/8/1955 Secondary Water Well Depth: 90 ft Use: Pump Rate: 5 GPM Static Water Level: 10 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.992668 Elevation Reliability: Depth to Bedrock: 55 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 55 ft Original Depth: 55 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 35 ft Original Depth: 90 ft Material Colour: Material: LIMESTONE

29 1 of 1 194.3 91.0 lot 35 con A WWIS ON

Well Id: 1504615 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443320.7 Northing Nad83: 5023722 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 10/7/1955 Secondary Water Well Depth: 124 ft Use: Pump Rate: 5 GPM Static Water Level: 18 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.614166 Elevation Reliability: Depth to Bedrock: 48 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 48 ft Original Depth: 48 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 76 ft Original Depth: 124 ft

28 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Material Colour: Material: LIMESTONE

30 1 of 1 194.6 91.0 lot 35 con A WWIS ON

Well Id: 1504547 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443305.7 Northing Nad83: 5023752 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/14/1954 Secondary Water Well Depth: 50 ft Use: Pump Rate: 5 GPM Static Water Level: 8 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.57357 Elevation Reliability: Depth to Bedrock: 45 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL

--- Details --- Thickness: 45 ft Original Depth: 45 ft Material Colour: Material: CLAY + Thickness: 5 ft Original Depth: 50 ft Material Colour: Material: LIMESTONE

31 1 of 1 194.9 90.0 lot 35 con A WWIS ON

Well Id: 1504501 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443610.7 Northing Nad83: 5023972 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 2/13/1954 Secondary Water Well Depth: 235 ft Use: Pump Rate: 4 GPM Static Water Level: 50 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.442611 Elevation Reliability: Depth to Bedrock: 58 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 40 ft Original Depth: 40 ft Material Colour: BLUE Material: CLAY

29 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

+ Thickness: 18 ft Original Depth: 58 ft Material Colour: Material: HARDPAN + Thickness: 177 ft Original Depth: 235 ft Material Colour: BLUE Material: LIMESTONE

32 1 of 1 198.4 91.0 lot 35 con A WWIS ON

Well Id: 1504583 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443345.7 Northing Nad83: 5023682 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 12/29/1954 Secondary Water Well Depth: 202 ft Use: Pump Rate: 5 GPM Static Water Level: 24 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.478729 Elevation Reliability: Depth to Bedrock: 55 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 55 ft Original Depth: 55 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 147 ft Original Depth: 202 ft Material Colour: Material: LIMESTONE

33 1 of 1 199.2 89.1 lot 35 con A WWIS ON

Well Id: 1504508 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443680.7 Northing Nad83: 5023872 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 3/12/1954 Secondary Water Well Depth: 250 ft Use: Pump Rate: 4 GPM Static Water Level: 50 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 89.315177 Elevation Reliability: Depth to Bedrock: 68 Overburden/Bedroc Bedrock k: 30 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 40 ft Original Depth: 40 ft Material Colour: Material: CLAY, TOPSOIL + Thickness: 28 ft Original Depth: 68 ft Material Colour: Material: HARDPAN + Thickness: 182 ft Original Depth: 250 ft Material Colour: BLUE Material: LIMESTONE

34 1 of 1 200.1 92.0 lot 35 con A WWIS ON

Well Id: 1504597 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443310.7 Northing Nad83: 5023912 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 5/7/1955 Secondary Water Well Depth: 119 ft Use: Pump Rate: 5 GPM Static Water Level: 16 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.195068 Elevation Reliability: Depth to Bedrock: 45 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: OPEN HOLE, STEEL

--- Details --- Thickness: 45 ft Original Depth: 45 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 74 ft Original Depth: 119 ft Material Colour: Material: LIMESTONE

35 1 of 1 203.1 92.0 lot 35 con A WWIS ON

Well Id: 1504530 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443285.7 Northing Nad83: 5023832 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 6/7/1954 Secondary Water Well Depth: 50 ft Use: Pump Rate: 1 GPM Static Water Level: 10 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply 31 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.515998 Elevation Reliability: Depth to Bedrock: 20 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL

--- Details --- Thickness: 20 ft Original Depth: 20 ft Material Colour: Material: CLAY, TOPSOIL + Thickness: 30 ft Original Depth: 50 ft Material Colour: GREY Material: LIMESTONE

36 1 of 1 208.8 90.0 lot 35 con A WWIS ON

Well Id: 1504612 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443650.7 Northing Nad83: 5023952 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 9/21/1955 Secondary Water Well Depth: 130 ft Use: Pump Rate: 5 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.229072 Elevation Reliability: Depth to Bedrock: 62 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 62 ft Original Depth: 62 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 68 ft Original Depth: 130 ft Material Colour: Material: LIMESTONE

37 1 of 1 211.6 92.0 lot 35 con A WWIS ON

Well Id: 1504564 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443280.7 Northing Nad83: 5023777 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 8/20/1954 Secondary Water Well Depth: 108 ft Use: Pump Rate: 5 GPM Static Water Level: 12 ft 32 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.317329 Elevation Reliability: Depth to Bedrock: 40 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: OPEN HOLE, STEEL

--- Details --- Thickness: 40 ft Original Depth: 40 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 68 ft Original Depth: 108 ft Material Colour: Material: LIMESTONE

38 1 of 2 215.2 90.0 8 WILLETH AVENUE HINC NEPEAN ON K2E 5C1

External File Num: FS INC 0806-02720 Date of Occurrence: Fuel Occurrence Type: Fuel Type Involved: Status Desc: Completed - No Action Required Job Type Desc: Incident/Near-Miss Occurrence (FS) Oper. Type Involved: Service Interruptions: Property Damage: Fuel Life Cycle Stage: Root Cause: Reported Details: Non-mandated. Thermoshell reports quantity leaksed as less than 0.5 L. Report sent for review by FS Fuel Category: Liquid Fuel Occurrence Type: Near-miss 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:

38 2 of 2 215.2 90.0 Thermoshell SPL 8 Willeth Street, Nepean Ottawa ON

Ref No.: 8812-7F2KYB Incident Dt: MOE Reported Dt: 5/27/2008 Contaminant Name: Contaminant Quantity: Incident Summary: TSSA-FSB: furnace oil to bsmt - 8 Willeth St - Nepean Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: 33 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Environmental Impact: Not Anticipated

39 1 of 1 221.0 90.0 lot 35 con A WWIS ON

Well Id: 1504639 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443620.7 Northing Nad83: 5023997 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 10/27/1961 Secondary Water Well Depth: 230 ft Use: Pump Rate: 6 GPM Static Water Level: 25 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.205955 Elevation Reliability: Depth to Bedrock: 155 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: OPEN HOLE, STEEL,

--- Details --- Thickness: 155 ft Original Depth: 155 ft Material Colour: Material: PREV. DRILLED + Thickness: 23 ft Original Depth: 178 ft Material Colour: GREY Material: LIMESTONE + Thickness: 18 ft Original Depth: 196 ft Material Colour: YELLOW Material: LIMESTONE + Thickness: 34 ft Original Depth: 230 ft Material Colour: GREY Material: LIMESTONE

40 1 of 1 221.2 92.0 lot 35 con A WWIS ON

Well Id: 1504541 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443270.7 Northing Nad83: 5023862 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/2/1954 Secondary Water Well Depth: 63 ft Use: Pump Rate: 5 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.656509 Elevation Reliability: 34 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Depth to Bedrock: 43 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 43 ft Original Depth: 43 ft Material Colour: Material: CLAY, TOPSOIL + Thickness: 20 ft Original Depth: 63 ft Material Colour: Material: LIMESTONE

41 1 of 1 221.6 89.0 lot 35 con A WWIS ON

Well Id: 1504521 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443700.7 Northing Nad83: 5023882 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 5/4/1954 Secondary Water Well Depth: 215 ft Use: Pump Rate: 10 GPM Static Water Level: 57 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 89.331588 Elevation Reliability: Depth to Bedrock: 67 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 10 ft Original Depth: 10 ft Material Colour: Material: TOPSOIL + Thickness: 21 ft Original Depth: 31 ft Material Colour: BLUE Material: CLAY + Thickness: 33 ft Original Depth: 64 ft Material Colour: Material: HARDPAN + Thickness: 3 ft Original Depth: 67 ft Material Colour: Material: GRAVEL + Thickness: 148 ft Original Depth: 215 ft Material Colour: Material: LIMESTONE

42 1 of 1 221.8 91.7 BORE ON

Borehole ID: 612672 Type: Borehole 35 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Use: Status: Drill Method: UTM Zone: 18 Easting: 443361.000 Northing: 5024002.000 Location Accuracy: Orig. Ground Elevation(m): 89.900002 Elev. Reliability Note: DEM Ground Elevation(m): 91.099998 Total Depth(m): -999.000000 Primary Name: Township: Concession: Lot: Municipality: Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description:

--- Details --- Stratum ID: 218392043 Top Depth(m): 0 Bottom Depth(m): 16.799999 Stratum Desc: CLAY. + Stratum ID: 218392044 Top Depth(m): 16.799999 Bottom Depth(m): Stratum Desc: BEDROCK. GREY. 00070AVEL. LIMESTONE. 00075EY,SOFT. UNSPECIFIED. DENSE. UNSPECIFIED.

43 1 of 1 222.7 92.0 lot 35 con A WWIS ON

Well Id: 1504552 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443295.7 Northing Nad83: 5023932 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/22/1954 Secondary Water Well Depth: 65 ft Use: Pump Rate: 5 GPM Static Water Level: 9 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.169296 Elevation Reliability: Depth to Bedrock: 51 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE, STEEL

--- Details --- Thickness: 51 ft Original Depth: 51 ft

36 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Material Colour: Material: CLAY, HARDPAN + Thickness: 14 ft Original Depth: 65 ft Material Colour: Material: LIMESTONE

44 1 of 1 224.1 91.0 lot 35 con A WWIS ON

Well Id: 1504600 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443455.7 Northing Nad83: 5024042 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 5/17/1955 Secondary Water Well Depth: 118 ft Use: Pump Rate: 5 GPM Static Water Level: 17 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.810768 Elevation Reliability: Depth to Bedrock: 46 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 46 ft Original Depth: 46 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 72 ft Original Depth: 118 ft Material Colour: Material: LIMESTONE

45 1 of 1 224.2 90.0 lot 35 con A WWIS ON

Well Id: 1504590 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443525.7 Northing Nad83: 5024042 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 3/25/1955 Secondary Water Well Depth: 114 ft Use: Pump Rate: 3 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.326049 Elevation Reliability: Depth to Bedrock: 48 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

37 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

--- Details --- Thickness: 48 ft Original Depth: 48 ft Material Colour: BLUE Material: CLAY + Thickness: 66 ft Original Depth: 114 ft Material Colour: BLUE Material: LIMESTONE

46 1 of 1 235.9 91.8 lot 35 con A WWIS ON

Well Id: 1504563 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443350.7 Northing Nad83: 5024012 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 8/14/1954 Secondary Water Well Depth: 100 ft Use: Pump Rate: 4 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.0242 Elevation Reliability: Depth to Bedrock: 45 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 45 ft Original Depth: 45 ft Material Colour: BLUE Material: CLAY + Thickness: 55 ft Original Depth: 100 ft Material Colour: BLUE Material: LIMESTONE

47 1 of 1 237.3 92.1 lot 35 con A WWIS ON

Well Id: 1504546 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443250.7 Northing Nad83: 5023827 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 7/13/1954 Secondary Water Well Depth: 91 ft Use: Pump Rate: 5 GPM Static Water Level: 20 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 91.498016 Elevation Reliability: Depth to Bedrock: 45 Overburden/Bedroc Bedrock k: 38 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Water Type: FRESH Casing Material: STEEL

--- Details --- Thickness: 45 ft Original Depth: 45 ft Material Colour: Material: CLAY + Thickness: 46 ft Original Depth: 91 ft Material Colour: Material: LIMESTONE

48 1 of 1 238.3 90.0 lot 35 con A WWIS ON

Well Id: 1504490 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443575.7 Northing Nad83: 5024042 Zone: 18 Utm Reliability: unknown UTM Primary Water Use: Domestic Construction Date: 1/15/1954 Secondary Water Well Depth: 136 ft Use: Pump Rate: 20 GPM Static Water Level: 31 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 89.837677 Elevation Reliability: Depth to Bedrock: 60 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, , OPEN HOLE

--- Details --- Thickness: 60 ft Original Depth: 60 ft Material Colour: Material: CLAY, HARDPAN + Thickness: 76 ft Original Depth: 136 ft Material Colour: Material: LIMESTONE

49 1 of 1 243.1 91.0 lot 35 con A WWIS ON

Well Id: 1504513 Lot: 035 Concession: A Concession Name: RF County: OTTAWA-CARLETON Municipality: NEPEAN TOWNSHIP Easting Nad83: 443415.7 Northing Nad83: 5024052 Zone: 18 Utm Reliability: margin of error : 100 m - 300 m Primary Water Use: Domestic Construction Date: 4/12/1954 Secondary Water Well Depth: 117 ft Use: Pump Rate: 6 GPM Static Water Level: 22 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Cable Tool Flowing (y/n): N Method: Elevation (m): 90.733001 Elevation Reliability: 39 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Map Key Number of Distance Elevation Site DB Records m m

Depth to Bedrock: 60 Overburden/Bedroc Bedrock k: Water Type: FRESH Casing Material: STEEL, OPEN HOLE

--- Details --- Thickness: 52 ft Original Depth: 52 ft Material Colour: Material: CLAY + Thickness: 8 ft Original Depth: 60 ft Material Colour: Material: FINE SAND + Thickness: 57 ft Original Depth: 117 ft Material Colour: Material: LIMESTONE

40 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Unplottable Report

No unplottable records were found that may be relevant for the search criteria.

41 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Appendix: 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 publicity 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 description for more information.

Abandoned Aggregate Inventory: Up to Sept 2002 Provincial 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 Aug 2012 Provincial 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 Mine Information System: 1800-Jan 2012 Provincial 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.

Anderson's Waste Disposal Sites: 1860s-Present Private 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.

Automobile Wrecking & Supplies: 2001-Jun 2010 Private 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.

Borehole: 1875-Aug 2011 Provincial 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.

42 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Certificates of Approval: 1985-Oct 30, 2011* Provincial 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.

Commercial Fuel Oil Tanks: 1948-Aug 2011 Provincial 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.

Chemical Register: 1992, 1999-Jun 2010 Private 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.).

Inventory of Coal Gasification Plants and Coal Tar Apr 1987 and Nov 1988* Provincial COAL Sites: 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-Mar 2013 Provincial 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-Mar 2013 Provincial 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 Hole Database: 1886-Oct 2011 Provincial 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-Apr 2013 Provincial 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.

43 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Environmental Registry: 1994-Mar 2013 Provincial 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.

Environmental Compliance Approval: Oct 31, 2011-Apr 2013 Provincial 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.

Environmental Effects Monitoring: 1992-2007* Federal 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.

ERIS Historical Searches: 1999-Mar 2013 Private 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.

Environmental Issues Inventory System: 1992-2001* Federal 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.

List of TSSA Expired Facilities: Current to Feb 2012 Provincial EXP This is a list of all expired facilities that fall under the TSSA (TSSA 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.

Federal Convictions: 1988-Jun 2007 Federal 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.

44 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Contaminated Sites on Federal Land: June 2000-Jan 2013 Federal FCS The Federal Contaminated Sites Inventory includes information on all known federal contaminated sites under the custodianship of departments, agencies and consolidated Crown corporations as well as those that are being or have been investigated to determine whether they have contamination arising from past use that could pose a risk to human health or the environment. The inventory also includes non-federal contaminated sites for which the Government of Canada has accepted some or all financial responsibility. It does not include sites where contamination has been caused by, and which are under the control of, enterprise Crown corporations, private individuals, firms or other levels of government.

Fisheries & Oceans Fuel Tanks: 1964-Sept 2003 Federal 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.

Fuel Storage Tank: Current to Jun 2011 Provincial 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-Apr 2012 Provincial 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 Provincial 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. The TSSA works 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.

Indian & Northern Affairs Fuel Tanks: 1950-Aug 2003 Federal 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.

45 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 TSSA Incidents: June 2009-Apr 2013 Provincial 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.

Landfill Inventory Management Ontario: 2010 Provincial 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.

Canadian Mine Locations: 1998-2009 Private 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.

Mineral Occurrences: 1846-Nov 2011 Provincial 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.

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

Non-Compliance Reports: 1992(water only), 1994-2010 Provincial 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.

46 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 National Defence & Canadian Forces Fuel Tanks: Up to May 2001* Federal 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 Federal 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 2001-Apr 2007 Federal NDWD Sites: 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.

National Environmental Emergencies System 1974-2003 Federal NEES (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 Federal 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: 1993-2010 Federal 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.

Oil and Gas Wells: 1988-Mar 2013 Private 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 Nickle's database is updated on a daily basis, however, this database is updated on a monthly basis. More information is available at www.nickles.com.

47 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Ontario Oil and Gas Wells: 1800-Feb 2012 Provincial 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.

Inventory of PCB Storage Sites: 1987-Oct 2004 Provincial 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-Mar 2013 Provincial 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.

Canadian Pulp and Paper: 1999, 2002, 2004, 2005, Private PAP 2009 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.

Parks Canada Fuel Storage Tanks: 1920-Jan 2005 Federal 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.

Pesticide Register: 1988-Jun 2012 Provincial PES The Ontario Ministry of Environment maintains a database of all manufacturers and vendors of registered pesticides.

TSSA Pipeline Incidents: June 2009-Mar 2012 Provincial 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* Provincial 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-Mar 2013 Provincial 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.

48 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Ontario Regulation 347 Waste Receivers Summary: 1986-2009 Provincial 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- Provincial RSC Apr 2013 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).

Retail Fuel Storage Tanks: 1999-Jun 2010 Private 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.

Scott's Manufacturing Directory: 1992-Mar 2011 Private SCT Scott's Directories is a data bank containing information on over 200,000 manufacturers across Canada. Even though Scott's listings are voluntary, it is the most comprehensive database of Canadian manufacturers available. Information concerning a company's address, plant size, and main products are included in this database.

Ontario Spills: 1988-Aug 2012 Provincial 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: 1990-2011 Provincial 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).

Anderson's Storage Tanks: 1915-1953* Private 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.

49 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Transport Canada Fuel Storage Tanks: 1970-Mar 2007 Federal TCFT With the provinces of BC, MB, NB, NF, ON, PE, and QC; Transport Canada currently owns and operates 90 fuel storage tanks. Our inventory provides information on the site name, location, tank age, capacity and fuel type.

TSSA Variances for Abandonment of Underground Current to Oct 2011 Provincial VAR Storage Tanks: 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-Apr 2013 Provincial 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 Up to Oct 1990* Provincial WDSH Inventory: 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 Provincial 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.

50 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 Definitions

Database Descriptions: This section provides a detailed explanation for each database including: source, information available, time coverage, and acronyms used. They are listed in alphabetic order.

Detail Report: This is the section of the report which provides the most detail for each individual record. Records are summarized by location, starting with the project property followed by records in closest proximity.

Distance: The distance value is the distance between plotted points, not necessarily the distance between the sites' boundaries". All values are an approximation.

Elevation: The elevation value is taken from the location at which the records for the site address have been plotted. All values are an approximation. Source: Google Elevation API.

Executive Summary: This portion of the report is divided into 3 sections:

'Report Summary'- Displays a chart indicating how many records fall on the project property, within the report search radius, and the surrounding area outside the search radius.

'Site Report Summary'-Project Property'- This section lists all the records which fall on the project property. For more details, see the 'Detail Report' section.

'Site Report Summary-Surrounding Properties'- This section summarizes all records on adjacent properties, listing them in order of proximity from the project property. For more details, see the 'Detail Report' section.

Map Key: The map key number is assigned according to closest proximity from the project property. Map Key numbers always start at #1. The project property will always have a map key of '1' if records are available. If there is a number in brackets beside the main number, this will indicate the number of records on that specific property. If there is no number in brackets, there is only one record for that property.

The symbol and colour used indicates 'elevation': the red upside down triangle will dictate 'ERIS Sites with Lower Elevation', the yellow triangle will dictate 'ERIS Sites with Higher Elevation' and the orange square will dictate 'ERIS Sites with Same Elevation.'

Unplottables: These are records that could not be mapped due to various reasons, including limited geographic information. These records may or may not be in your study area, and were included as reference.

51 erisinfo.com| EcoLog ERIS Ltd. Order #: 20130523012 13-178 Phase I ESA - 10 Coral Avenue - Ottawa Islamic School 10 Coral Ave Ottawa ON K2E5Z6 June 2013 Our Ref: 13-178

APPENDIX D CITY DIRECTORY RECORDS

Houle Chevrier Engineering Ltd.

City Directory Information Source Vernon’s Ottawa, ON City Directory

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 2010

Site Listing: -Ottawa Islamic School

Adjacent Properties:

1026 Baseline Road -Multi Tenant Res

1200 Baseline Road -Budget Car & Truck Rentals -Myers Cadillac Chevrolet

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 2004/05

Site Listing: -Ottawa Islamic School

Adjacent Properties:

1026 Baseline Road -Multi Tenant Res

1200 Baseline Road -Budget Car & Truck Rentals -Myers Cadillac Chevrolet

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

EcoLog Environmental Risk Information Service Ltd. | 80 Valleybrook Rd, Toronto, ON, M3B 2S9 | Tel : 416-510-5204 | Fax : 416-510-5133 | Email : [email protected] 31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1999/2000

Site Listing: -Ottawa Islamic School -Fisher Heights School Age Program

Adjacent Properties:

1026 Baseline Road -Multi Tenant Res

1200 Baseline Road -Myers Cadillac Chevrolet

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1994/95

Site Listing: -Multi Tenant Office

Adjacent Properties:

1026 Baseline Road -Multi Tenant Res

1200 Baseline Road -Myers Cadillac Chevrolet

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1988/89

Site Listing: -Fisher Heights Public School

Adjacent Properties:

1026 Baseline Road -Multi Tenant Res

1200 Baseline Road -Myers Cadillac Chevrolet

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1984

Site Listing: -Fisher Heights Public School

Adjacent Properties:

1026 Baseline Road -Our Lady of Holy Cross convent

1200 Baseline Road -Myers Cadillac Chevrolet

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1979

Site Listing: -Fisher Heights Public School

Adjacent Properties:

1026 Baseline Road -Our Lady of Holy Cross convent

1200 Baseline Road -Myers Cadillac Chevrolet

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1974

Site Listing: -Address Not Listed

Adjacent Properties:

1026 Baseline Road -Our Lady of Holy Cross convent

1200 Baseline Road -Address Not Listed

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1969

Site Listing: -Address Not Listed

Adjacent Properties:

1026 Baseline Road -Our Lady of Holy Cross convent

1200 Baseline Road -Address Not Listed

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1964

Site Listing: -Address Not Listed

Adjacent Properties:

1026 Baseline Road -Our Lady of Holy Cross convent

1200 Baseline Road -Address Not Listed

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1959

Site Listing: -Address Not Listed

Adjacent Properties:

1026 Baseline Road -Address Not Listed

1200 Baseline Road -Address Not Listed

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

PROJECT NUMBER: 20130523012 Site Address: 10 Coral Ave. Ottawa, ON

Year: 1954

Site Listing: -Address Not Listed

Adjacent Properties:

1026 Baseline Road -Address Not Listed

1200 Baseline Road -Address Not Listed

1200 Fisher Avenue -Address Not Listed

1163 Meadowlands Drive -Address Not Listed

31 Sutton Place -Address Not Listed

-All listings for businesses were listed as they are in the city directory. -Listings that are residential are listed as “residential” with the number of tenants. The name of the residential tenant is not listed in the above city directory

June 2013 Our Ref: 13-178

APPENDIX E MINISTRY OF ENVIRONMENT SEARCH RESULTS

Houle Chevrier Engineering Ltd.

Access Environment - Search Results Page 1 of 2

 Home >  Access Environment >  Search Results

Search Criteria Site Address: 10 Coral Avenue Municipality: Ottawa

Refine Your Search

Results 1 - 10 of 18 found Number Business Name Address Municipality Date Project Type Status R-002-23071318 1210478 ONTARIO 100 KENT ST OTTAW OTTAWA 2/15/13 Standby Power SysteRegistered 62 INC A m R-001-11990988 1043130 Ontario In 480 GLADSTONE AV OTTAWA 10/19/12 Automotive Refinishi Registered 64 c. O/A Alek's Auto B E OTTAWA ng ody R-002-12643562 CONSEIL DE DISTR 4000 LABELLE ST GL GLOUCESTER 10/30/12 Standby Power SysteRegistered 68 ICT CATHOLIQUE D OUCESTER m U CENTRE-EST DE L'ONTARIO R-001-62764617 BYTEK AUTOMOBIL 1325 ST,LAURENT BL OTTAWA 11/13/12 Automotive Refinishi Registered 02 ES INC VD OTTAWA ng R-001-12177214 417 INFINITI NISSA1599 STAR TOP RD G GLOUCESTER 10/22/12 Automotive Refinishi Registered 40 N LIMITED LOUCESTER ng R-001-11787121 1555314 ONTARIO 2591 EDINBURGH PL OTTAWA 10/18/12 Automotive Refinishi Registered 78 INC. ACE OTTAWA ng R-001-17914294 6331947 CANADA I 2575 BLACKWELL ST OTTAWA 3/21/12 Automotive Refinishi Registered

http://www.accessenvironment.ene.gov.on.ca/AEWeb/ae/Paging.action?lang=en 5/24/2013 Access Environment - Search Results Page 2 of 2

69 NC. OTTAWA ng R-001-92369101 1866688 Ontario Lt 1075 RICHMOND RD OTTAWA 10/25/12 Automotive Refinishi Registered 12 d OTTAWA ng R-001-62664828 Metro Plymouth Chr 1047 RICHMOND RD OTTAWA 10/30/12 Automotive Refinishi Registered 93 ysler Ltd. OTTAWA ng R-002-22196246 1254536 ONTARIO 2330 CARLING AVEN OTTAWA 10/23/12 Standby Power SysteRegistered 30 LIMITED UE OTTAWA m

1 2

Report an error or make a recommendation.

http://www.accessenvironment.ene.gov.on.ca/AEWeb/ae/Paging.action?lang=en 5/24/2013

June 2013 Our Ref: 13-178

APPENDIX F TECHNICAL STANDARDS AND SAFETY AUTHORITY SEARCH RESULTS

Houle Chevrier Engineering Ltd. Re: UST Search - Job 13-178

Subject: Re: UST Search - Job 13-178 From: Public Informaon Services Date: 27/05/2013 4:19 PM To: Brandon Thurber

Hi Brandon,

Thank you for your inquiry.

We have no record in our database of any fuel storage tanks at the subject address (addresses).

For a further search in our archives please submit your request in wring to Public Informaon Services via e-mail (publicinforma[email protected]) or through mail along with a fee of $56.50 (including HST) per locaon. The fee is payable with credit card (Visa or MasterCard) or with a Cheque made payable to TSSA.

Although TSSA believes the informaon provided pursuant to your request is accurate, please note that TSSA does not warrant this informaon in any way whatsoever.

Thank you and have a great day!

Regards,

Sarah

Sarah Quibell

Public Informaon Services

TECHNICAL STANDARDS & SAFETY AUTHORITY "Pung Public Safety First" 14th Floor, Centre Tower 3300 Bloor Street West Toronto, ON M8X 2X4

www.tssa.org Toll-Free: 1-877-682-8772

1 of 3 14/06/2013 8:19 AM Re: UST Search - Job 13-178

On Fri, May 24, 2013 at 11:06 AM, Brandon Thurber wrote: Good morning,

Could you please perform a search for UST’s and incidents at the following addresses and send results via email to [email protected]. Our reference number for this project located in Oawa, Ontario is 13-178:

10 Coral Avenue 31 Suon Place 1026 & 1200 Baseline Road 1200 Fisher avenue 1163 Meadowlands Drive

If you have any quesons please call. --

Regards,

Brandon Thurber

Technologist T 613.836.1422 ext. 262 | F 613.836.9731 [email protected]

Houle Chevrier Engineering Ltd. 180 Wescar Lane, R.R. 2, Carp, Ontario K0A 1L0 www.hceng.ca

This email is directed in conﬁdence solely to the person(s) to whom it was addressed and may contain privileged, conﬁdenal or private informaon that is not to be disclosed. If you are not the addressee or an authorized representave thereof, please contact the sender and delete this email and any aachments. Houle Chevrier Engineering Ltd. does not accept liability for any damage caused by any virus transmied by this email. It is the recipients’ responsibility to screen this email and its aachments for viruses prior to opening them.

This electronic message and any aached documents are intended only for the named recipients. This communicaon from the Technical Standards and Safety Authority may contain informaon

2 of 3 14/06/2013 8:19 AM Re: UST Search - Job 13-178

that is privileged, conﬁdenal or otherwise protected from disclosure and it must not be disclosed, copied, forwarded or distributed without authorizaon. If you have received this message in error, please nofy the sender immediately and delete the original message.

3 of 3 14/06/2013 8:19 AM June 2013 Our Ref: 13-178

APPENDIX G CITY OF OTTAWA FREEDOM OF INFORMATION REQUEST

Houle Chevrier Engineering Ltd.

DISCLAIMER For use with HLUI Database

CITY OF OTTAWA (“the City”) is the owner of the HISTORICAL LAND USE INVENTORY (“HLUI”), a database of information on the type and location of land uses within the geographic area of Ottawa, which had or have the potential to cause contamination in soil, groundwater or surface water.

The City, in providing information from the HLUI, to Houle Chevrier Engineering Ltd. (“the Requester”) does so only under the following conditions and understanding:

1. This is a free service offered by the City.

2. The information which is contained in the HLUI has been compiled from publicly available records and other sources of information. The HLUI may contain erroneous information given that such records and sources of information may be flawed. Changes in municipal addresses over time may have introduced error in such records and sources of information. The City is not responsible for any errors or omissions in the HLUI and reserves the right to change and update the HLUI without further notice. The City does not, however, make any commitment to update the HLUI. Accordingly, all information from the HLUI is provided “as is”.

3. City staff will perform a search of the HLUI based on the information given by the Requester. City staff will make every effort to be accurate, however, the City does not provide an assurance, guarantee, warranty, representation (express or implied), as to the availability, accuracy, completeness or currency of information which will be provided to the Requester. The HLUI in no way confirms the presence or absence of contamination or pollution of any kind. The information to be provided by the City to the Requester is provided on the assumption that no person shall rely on it without undertaking independent verification of it for any purpose whatsoever and all liability to any such person is denied.

4. The City, its employees, servants, agents, boards, officials or contractors take no responsibility for any actions, claims, losses, liability, judgments, demands, expenses, costs, damages or harm suffered by any person whatsoever including negligence in compiling or disseminating information in the HLUI.

5. Copyright is reserved to the City.

6. Any use of the information provided from the HLUI which a third party makes, or any reliance on or decisions to be based on it, are the responsibilities of such third parties. The City, its employees, servants, agents, boards, officials or contractors accept no responsibility for any damages, if any, suffered by a third party as a result of decisions made as a result of an information search of the HLUI.

7. Any use of this service by the Requestor indicates an acknowledgement, acceptance and limits of this disclaimer.

8. All information collected under this request and all records provided in response to this request are subject to the provisions of the Municipal Freedom of Information and Protection of Privacy Act, R.S.O. 1990,c. M56, as amended.

Signed: Dated: June 13, 2013______Per: Brett Painter, B.Sc., M.Sc. (Please print name) Title: Environmental Scientist Company: Houle Chevrier Engineering Ltd.

CONFIDENTIAL

File No.:13-178 Deadline for Response: ASAP Please

Phase 1 – Environmental Site Assessment Request for Information (Informal Request)*

1. REQUESTER INFORMATION a) Name of Requester: Brett Painter b) Address of Requester: 180 Wescar Lane, RR 2, Carp, Ontario, K0A 1L0 c) Telephone Number: 613-836-1422 ext. 258 d) Site Address: 10 Coral Avenue e) Legal Plan Attached: Yes ( ) No (X) f) Site Owner: North American Islamic Trust g) Adjacent Property Owners: h) Date of Ownership: N/A Previous Owner(s): N/A

i) Type of Site: ( ) vacant, ( x ) residential, ( ) commercial, ( ) other (specify) j) Requestors relationship to Site: Consultant k) Date of Previous Request: l) Date of Previous ESA: m) Information Requested: All

2. CONFIDENTIALITY a) Consent Required: (x) Owner ( ) Tenant ( ) Purchaser ( ) Legal** b) Consent Obtained: (x) Owner ( ) Tenant ( ) Purchaser ( ) Legal**

*(If formal MFIPPA request, please forward to Corporate Access and Privacy Coordinator, Clerk’s Department) **(Consent letters must contain the information required, give authorization to requestor, and be dated and signed) June 2013 Our Ref: 13-178

APPENDIX H AERIAL PHOTOGRAPHS NATIONAL AIR PHOTO LIBRARY

Houle Chevrier Engineering Ltd. 1930 AIR PHOTOGRAPH PLATE H1 1945AIR PHOTOGRAPH PLATE H2 1956 AIR PHOTOGRAPH PLATE H3 1967 AIR PHOTOGRAPH PLATE H4 1978 AIR PHOTOGRAPH PLATE H5 1988 AIR PHOTOGRAPH PLATE H6 1996 AIR PHOTOGRAPH PLATE H7 2002 AIR PHOTOGRAPH PLATE H8 2011 AIR PHOTOGRAPH PLATE H9 June 2013 Our Ref: 13-178

APPENDIX I MINISTRY OF NATURAL RESOURCES AND RIDEAU VALLEY CONSERVATION AUTHORITY CORESPONDeNCE

Houle Chevrier Engineering Ltd. RE: Natural Areas and Features Info Request Form

Subject: RE: Natural Areas and Features Info Request Form From: "Inforequest, Kemptville (MNR)" Date: 04/06/2013 2:11 PM To: Brandon Thurber

Hi Brandon,

There are no provincially signiﬁcant wetlands (PSW) on or adjacent to the subject lands. Thanks.

Korey Walker Resource Management Planner Kemptville District Oﬃce Ministry of Natural Resources T: 613-258-8367

From: Brandon Thurber [mailto:[email protected]] Sent: May 24, 2013 11:56 AM To: Inforequest, Kemptville (MNR) Subject: Natural Areas and Features Info Request Form

Good morning,

Please ﬁnd aached a natural areas and features informaon request form for 10 Coral Avenue. -- Regards,

Brandon Thurber Technologist T 613.836.1422 ext. 262 | F 613.836.9731 [email protected]

Houle Chevrier Engineering Ltd. 180 Wescar Lane, R.R. 2, Carp, Ontario K0A 1L0 www.hceng.ca

This email is directed in conﬁdence solely to the person(s) to whom it was addressed and may contain privileged, conﬁdenal or private informaon that is not to be disclosed. If you are not the addressee or an authorized representave thereof, please contact the sender and delete this email and any aachments. Houle Chevrier Engineering Ltd. does not accept liability for any damage caused by any virus transmied by this email. It is the recipients' responsibility to screen this email and its aachments for viruses prior to opening them.

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1 of 1 14/06/2013 8:23 AM RE: ANSI and PSW Search - 10 Coral Avenue

Subject: RE: ANSI and PSW Search - 10 Coral Avenue From: "Megan Dunster" Date: 27/05/2013 9:19 AM To: "Brandon Thurber"

Hi Brandon,

Please ﬁnd the aached mapping for the area around 10 Coral Ave, in the City of Oawa. According to our mapping there are no provincially signiﬁcant wetlands in the area or ANSI’s (MNR would have the most up-to-date mapping for ANSI’s and species at risk). If you have any quesons or need anything else please don’t hesitate to contact me.

Regards, Megan

______Megan Dunster Resource Specialist Rideau Valley Conservaon Authority 3889 Rideau Valley Dr, Box 599 Manock, ON K4M 1A5 www.rvca.ca (613) 692-3571 x 1132 ______

From: Brandon Thurber [mailto:[email protected]] Sent: Friday, May 24, 2013 11:38 AM To: Megan Dunster Subject: ANSI and PSW Search - 10 Coral Avenue

Good morning Megan,

Could you please do a search to see if there are any areas of natural and scienﬁc interest or provincially signiﬁcant wetlands surrounding the property at 10 Coral Avenue in Oawa? As well, could you please provide me your typical site map showing this property and nearby features? Thanks! -- Regards,

Brandon Thurber Technologist T 613.836.1422 ext. 262 | F 613.836.9731 [email protected]

Houle Chevrier Engineering Ltd. 180 Wescar Lane, R.R. 2, Carp, Ontario K0A 1L0 www.hceng.ca

This email is directed in conﬁdence solely to the person(s) to whom it was addressed and may contain privileged, conﬁdenal or private informaon that is not to be disclosed. If you are not the addressee or an authorized representave thereof, please contact the sender and delete this email and any aachments. Houle Chevrier Engineering Ltd. does not accept liability for any damage caused by any virus transmied by this email. It is the recipients' responsibility to screen this email and its aachments for viruses prior to opening them.

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1 of 2 14/06/2013 8:22 AM RE: ANSI and PSW Search - 10 Coral Avenue

Aachments:

map28264.pdf 27 bytes MAP LEGEND.pdf 27 bytes map18278.pdf 27 bytes

2 of 2 14/06/2013 8:22 AM

Rideau Valley Conservation Authority

Legend

0 170 340 m. Scale: 1:9,437 Map center: 443483, 5023815

Map produced by RVCA, under License with the Ontario Ministry of Natural Resources © Queen's Printer for Ontario, 2008. This map is the property of the RVCA, and the RVCA holds a copyright on them. These maps may be copied or reproduced, provided that the RVCA is properly acknowledged as the original source of the information and provided that no fee is charged (other than to cover handling charges). The RVCA cannot guarantee the accuracy of the mapping for all possible uses. End-users of the information contained herein must therefore determine if the information is of suitable accuracy for their purposes. Rideau Valley Conservation Authority

Legend

0 525 1050 m. Scale: 1:29,727 Map center: 444008, 5023541

APPENDIX J MOE WELL RECORDS

Houle Chevrier Engineering Ltd. Well Computer Print Out Data as of May 29 2013 Page: 1 / 14

TOWNSHIP DATE 2 CASING STAT LVL/PUMP LVL 7 WATER SCREEN WELL # (AUDIT#) WELL TAG # STATE 12 UTM 1 WATER 5,6 CONCESSION (LOT) 3 DIA 4 8 USE 9 INFO 10 5,11 CNTR DETAIL RATE /TIME HR:MIN DEPTHS TO WHICH FORMATIONS EXTEND

NEPEAN TOWNSHIP 18 443891 1960/10 FR 0450 041 / 072 MN 1504409 () RF A(033) 5023437 W 3504 10 10 083 / 48:0 BLUE CLAY 0040 BLDR CLAY MSND 0080 GREY LMSN 0450

NEPEAN TOWNSHIP 18 443930 1980/06 FR 0061 018 / 050 DO 1517311 () RF A(034) 5023621 W 1558 06 06 FR 0072 020 / 1:0 BRWN HPAN BLDR GRVL 0046 BLCK LMSN MGRD 0074

NEPEAN TOWNSHIP 18 443751 1954/03 FR 0150 040 / 045 DO 1504458 () RF A(035) 5023962 W 3002 05 05 FR 0222 004 / 1:0 BLUE CLAY 0040 HPAN 0070 BLUE LMSN 0222

NEPEAN TOWNSHIP 18 443881 1953/08 FR 0110 028 / 035 DO 1504463 () RF A(035) 5024237 W 4833 05 05 020 / 0:15 CLAY HPAN 0050 LMSN 0115

NEPEAN TOWNSHIP 18 443816 1953/08 FR 0120 026 / 035 1504464 () RF A(035) 5024192 W 4833 05 05 020 / 0:15 DO CLAY HPAN 0052 LMSN 0125

NEPEAN TOWNSHIP 18 443916 1953/08 FR 0086 024 / DO 1504465 () RF A(035) 5024112 W 3601 05 05 010 / 1:0 BLUE CLAY 0038 HPAN 0053 GRVL 0063 LMSN 0110

NEPEAN TOWNSHIP 18 443941 1953/08 FR 0068 030 / 040 1504466 () RF A(035) 5024202 W 4833 04 04 020 / 0:15 DO CLAY HPAN 0053 LMSN 0072

NEPEAN TOWNSHIP 18 443876 1953/08 FR 0088 024 / DO 1504467 () RF A(035) 5024092 W 3601 05 05 010 / 1:0 BLUE CLAY 0038 HPAN 0053 GRVL 0063 LMSN 0112

NEPEAN TOWNSHIP 18 443946 1953/09 FR 0120 028 / 030 1504468 () RF A(035) 5024162 W 4833 05 05 015 / 0:20 DO CLAY HPAN 0052 LMSN 0124

NEPEAN TOWNSHIP 18 443906 1953/09 FR 0088 026 / DO 1504469 () RF A(035) 5024147 W 3601 05 05 010 / 1:0 BLUE CLAY 0036 HPAN 0055 GRVL 0062 LMSN 0114

NEPEAN TOWNSHIP 18 443861 1953/09 FR 028 / 1504470 () RF A(035) 5024122 W 3601 05 05 010 / 1:0 DO BLUE CLAY 0035 HPAN 0055 GRVL 0063 LMSN 0095

NEPEAN TOWNSHIP 18 443641 1952/10 FR 0103 020 / 025 DO 1504471 () RF A(035) 5024242 W 5205 05 05 FR 0050 003 / 1:0 BLUE CLAY 0040 HPAN 0055 BLUE LMSN FR 0075 0103

Well Computer Print Out Data as of May 29 2013 Page: 2 / 14

NEPEAN TOWNSHIP 18 443966 1953/11 FR 0096 026 / 030 DO 1504472 () RF A(035) 5024122 W 4833 04 04 020 / 0:15 CLAY HPAN 0058 LMSN 0100

NEPEAN TOWNSHIP 18 443741 1953/11 FR 0058 025 / 030 DO 1504473 () RF A(035) 5024302 W 5205 05 05 FR 0072 003 / 1:0 BLUE CLAY 0045 HPAN 0060 BLUE LMSN FR 0100 0100

NEPEAN TOWNSHIP 18 443521 1953/11 FR 0060 020 / 025 DO 1504474 () RF A(035) 5024172 W 3002 05 05 FR 0075 004 / 1:0 BLUE CLAY 0030 HPAN 0051 BLUE LMSN FR 0081 0081

NEPEAN TOWNSHIP 18 443801 1953/11 FR 0040 026 / 027 DO 1504475 () RF A(035) 5024287 W 4216 04 04 FR 0115 008 / 0:20 CLAY 0035 GRVL 0058 SHLE 0064 LMSN 0115

NEPEAN TOWNSHIP 18 443891 1953/11 FR 0050 025 / DO 1504476 () RF A(035) 5024302 W 3601 04 04 FR 0080 010 / 1:0 LOAM 0010 BLUE CLAY 0035 HPAN 0042 GRVL MSND 0052 LMSN 0105

NEPEAN TOWNSHIP 18 443796 1953/11 FR 0090 025 / 040 1504477 () RF A(035) 5024182 W 4833 05 05 FR 0110 006 / 1:0 DO CLAY 0032 BLDR MSND GRVL 0064 LMSN FR 0129 0129

NEPEAN TOWNSHIP 18 443761 1953/11 FR 0040 018 / 019 DO 1504478 () RF A(035) 5024262 W 4216 04 04 FR 0118 008 / 0:20 CLAY 0035 GRVL MSND 0058 SHLE 0064 LMSN 0118

NEPEAN TOWNSHIP 18 443686 1953/11 FR 0180 026 / 090 1504479 () RF A(035) 5024112 W 4833 04 04 005 / 0:15 DO CLAY HPAN 0059 LMSN 0187

NEPEAN TOWNSHIP 18 443711 1953/12 FR 0108 026 / 027 DO 1504480 () RF A(035) 5024242 W 4216 04 04 FR 0040 008 / 0:20 CLAY 0035 GRVL MSND 0058 SHLE 0064 LMSN 0108

NEPEAN TOWNSHIP 18 443601 1953/12 FR 0060 020 / 030 1504481 () RF A(035) 5024212 W 3002 05 05 FR 0075 004 / 1:0 DO BLUE CLAY 0035 HPAN 0043 BLUE LMSN FR 0099 0099

NEPEAN TOWNSHIP 18 443666 1953/12 FR 0090 025 / 040 DO 1504482 () RF A(035) 5024102 W 4833 04 04 FR 0125 005 / 1:0 CLAY 0035 HPAN 0058 LMSN 0138 FR 0138

Well Computer Print Out Data as of May 29 2013 Page: 3 / 14

NEPEAN TOWNSHIP 18 443911 1953/12 FR 0110 026 / 1504483 () RF A(035) 5024252 W 3601 05 05 010 / 1:0 DO LOAM 0008 BLUE CLAY 0035 HPAN 0045 MSND GRVL 0053 LMSN 0110

NEPEAN TOWNSHIP 18 443721 1953/12 FR 0135 025 / 027 DO 1504484 () RF A(035) 5024132 W 4833 04 04 020 / 0:15 CLAY HPAN 0054 LMSN 0138

NEPEAN TOWNSHIP 18 443556 1953/12 FR 0080 015 / 025 1504485 () RF A(035) 5024187 W 3002 05 FR 0106 004 / 1:0 DO BLUE CLAY 0040 HPAN 0054 BLUE LMSN FR 0050 0106

NEPEAN TOWNSHIP 18 443621 1953/12 FR 0104 025 / 040 DO 1504486 () RF A(035) 5024072 W 4833 04 04 FR 0085 005 / 1:0 CLAY 0035 HPAN 0055 GRVL STNS 0060 LMSN 0104

NEPEAN TOWNSHIP 18 443676 1953/12 FR 0050 015 / 025 1504487 () RF A(035) 5024262 W 3002 05 05 FR 0108 004 / 1:0 DO BLUE CLAY 0045 HPAN 0063 BLUE LMSN FR 0085 0108

NEPEAN TOWNSHIP 18 443821 1954/01 FR 0030 030 / 030 DO 1504488 () RF A(035) 5024102 W 3601 05 05 FR 0070 010 / 1:0 LOAM 0004 BLUE CLAY 0035 HPAN 0058 GRVL 0063 LMSN 0130

NEPEAN TOWNSHIP 18 443416 1954/01 FR 0075 020 / 028 DO 1504489 () RF A(035) 5024102 W 3002 05 05 FR 0094 004 / 1:0 BLUE CLAY 0030 HPAN 0044 BLUE LMSN FR 0050 0094

NEPEAN TOWNSHIP 18 443576 1954/01 FR 0125 031 / 035 DO 1504490 () RF A(035) 5024042 W 4833 04 04 04 020 / 0:15 CLAY HPAN 0060 LMSN 0136

NEPEAN TOWNSHIP 18 443896 1954/01 FR 0100 030 / 100 DO 1504491 () RF A(035) 5024192 W 4833 04 04 FR 0150 004 / 1:0 CLAY 0032 HPAN 0058 LMSN 0213 FR 0213 FR 0200

NEPEAN TOWNSHIP 18 443681 1954/01 FR 0040 022 / 035 DO 1504492 () RF A(035) 5024212 W 4216 04 04 FR 0123 006 / 0:20 CLAY 0060 SHLE 0072 LMSN 0123

NEPEAN TOWNSHIP 18 443326 1954/01 FR 0065 015 / 025 DO 1504493 () RF A(035) 5024052 W 3002 05 05 FR 0102 004 / 1:0 BLUE CLAY 0038 HPAN 0053 BLUE LMSN FR 0050 0102

Well Computer Print Out Data as of May 29 2013 Page: 4 / 14

NEPEAN TOWNSHIP 18 443746 1954/01 FR 0160 040 / 060 DO 1504494 () RF A(035) 5023962 W 3601 05 05 004 / 1:0 LOAM CLAY 0030 HPAN 0063 BLUE LMSN 0200

NEPEAN TOWNSHIP 18 443826 1954/01 FR 0170 031 / 080 DO 1504495 () RF A(035) 5024152 W 4833 04 04 005 / 0:20 CLAY HPAN 0060 LMSN 0179

NEPEAN TOWNSHIP 18 443851 1954/01 FR 0120 022 / 035 DO 1504496 () RF A(035) 5024312 W 4216 04 04 FR 0040 006 / 0:20 CLAY 0060 SHLE 0070 LMSN 0120

NEPEAN TOWNSHIP 18 443766 1954/02 FR 0138 025 / 050 DO 1504497 () RF A(035) 5024117 W 4833 04 04 FR 0090 005 / 1:0 CLAY 0035 HPAN 0055 GRVL 0065 LMSN FR 0125 0138

NEPEAN TOWNSHIP 18 443851 1954/02 FR 0060 022 / 035 1504498 () RF A(035) 5024267 W 4216 05 05 FR 0134 006 / 0:20 DO CLAY 0058 SHLE 0060 LMSN 0134

NEPEAN TOWNSHIP 18 443661 1954/02 FR 0160 040 / 070 DO 1504499 () RF A(035) 5023902 W 3601 05 05 004 / 1:0 CLAY LOAM 0033 HPAN 0067 BLUE LMSN 0200

NEPEAN TOWNSHIP 18 443796 1954/02 FR 0140 030 / 080 1504500 () RF A(035) 5024127 W 4833 04 04 005 / 0:20 DO CLAY HPAN 0060 LMSN 0148

NEPEAN TOWNSHIP 18 443611 1954/02 FR 0090 050 / 105 DO 1504501 () RF A(035) 5023972 W 3002 05 05 FR 0235 004 / 1:0 BLUE CLAY 0040 HPAN 0058 BLUE LMSN FR 0150 0235

NEPEAN TOWNSHIP 18 443556 1954/02 FR 0100 030 / 035 DO 1504502 () RF A(035) 5024142 W 4825 05 05 005 / 0:20 LOAM 0035 HPAN 0050 LMSN 0111

NEPEAN TOWNSHIP 18 443716 1954/02 FR 0178 038 / 100 DO 1504503 () RF A(035) 5024082 W 4833 04 04 005 / 0:15 CLAY HPAN 0060 LMSN 0182

NEPEAN TOWNSHIP 18 443681 1954/03 FR 0100 025 / 065 DO 1504504 () RF A(035) 5024012 W 3002 05 05 FR 0158 004 / 1:0 BLUE CLAY 0040 HPAN 0058 BLUE LMSN FR 0080 0158

Well Computer Print Out Data as of May 29 2013 Page: 5 / 14

NEPEAN TOWNSHIP 18 443496 1954/03 FR 0100 040 / 050 DO 1504505 () RF A(035) 5024097 W 4825 05 05 005 / 0:20 LOAM 0040 LMSN 0113

NEPEAN TOWNSHIP 18 443841 1954/03 FR 0080 022 / 035 1504506 () RF A(035) 5024262 W 4216 05 05 FR 0182 006 / 1:0 DO CLAY 0058 FSND 0061 LMSN 0182

NEPEAN TOWNSHIP 18 443431 1954/03 FR 0070 025 / 040 DO 1504507 () RF A(035) 5024117 W 3002 05 05 FR 0102 004 / 1:0 CLAY 0030 HPAN 0040 MSND 0054 LMSN FR 0100 0102

NEPEAN TOWNSHIP 18 443681 1954/03 FR 050 / 150 1504508 () RF A(035) 5023872 W 3601 05 05 004 / 1:0 DO CLAY LOAM 0040 HPAN 0068 BLUE LMSN 0250

NEPEAN TOWNSHIP 18 443681 1954/03 FR 0160 020 / 080 DO 1504509 () RF A(035) 5024062 W 4833 04 04 005 / 0:15 CLAY HPAN 0060 LMSN 0168

NEPEAN TOWNSHIP 18 443531 1954/03 FR 0110 024 / 030 1504510 () RF A(035) 5024122 W 4833 04 04 005 / 0:20 DO CLAY HPAN 0052 LMSN 0114

NEPEAN TOWNSHIP 18 443596 1954/04 FR 0108 026 / 030 DO 1504511 () RF A(035) 5024107 W 4833 04 04 005 / 0:15 CLAY HPAN 0054 LMSN 0114

NEPEAN TOWNSHIP 18 443386 1954/04 FR 0110 010 / 010 1504512 () RF A(035) 5024072 W 5205 05 05 FR 0075 004 / 1:0 DO BLUE CLAY 0047 BLUE LMSN 0112

NEPEAN TOWNSHIP 18 443416 1954/04 FR 0080 022 / 035 DO 1504513 () RF A(035) 5024052 W 4216 04 04 FR 0117 006 / 0:20 CLAY 0052 FSND 0060 LMSN 0117

NEPEAN TOWNSHIP 18 443566 1954/04 FR 0125 040 / 060 1504514 () RF A(035) 5023972 W 4825 04 04 05 003 / 0:20 DO LOAM 0050 LMSN 0153

NEPEAN TOWNSHIP 18 443556 1954/04 FR 0136 022 / 026 DO 1504515 () RF A(035) 5023902 W 4833 04 04 005 / 0:15 CLAY HPAN 0050 LMSN 0141

NEPEAN TOWNSHIP 18 443231 1954/04 FR 0075 020 / 020 1504516 () RF A(035) 5023992 W 5205 05 05 FR 0100 003 / 1:0 DO BLUE CLAY 0048 BLUE LMSN 0105

Well Computer Print Out Data as of May 29 2013 Page: 6 / 14

NEPEAN TOWNSHIP 18 443231 1954/04 FR 0080 023 / 040 1504518 () RF A(035) 5023947 W 1824 04 04 FR 0118 006 / 1:0 DO CLAY 0035 HPAN MSND BLDR 0055 GREY FR 0100 LMSN 0118

NEPEAN TOWNSHIP 18 443456 1954/04 FR 0100 040 / 050 DO 1504519 () RF A(035) 5024072 W 4825 05 004 / 0:20 LOAM 0040 LMSN 0115

NEPEAN TOWNSHIP 18 443531 1954/04 FR 0135 020 / 028 1504520 () RF A(035) 5023932 W 4833 04 005 / 0:20 DO CLAY HPAN 0048 LMSN 0139

NEPEAN TOWNSHIP 18 443701 1954/05 FR 0075 057 / 057 1504521 () RF A(035) 5023882 W 3601 05 05 010 / 1:0 DO LOAM 0010 BLUE CLAY 0031 HPAN 0064 GRVL 0067 LMSN 0215

NEPEAN TOWNSHIP 18 443841 1954/05 FR 0020 020 / 025 DO 1504522 () RF A(035) 5024072 W 5205 05 05 006 / 2:0 CLAY 0040 HPAN 0064 LMSN 0113

NEPEAN TOWNSHIP 18 443591 1954/05 FR 0194 023 / 080 1504523 () RF A(035) 5023912 W 4833 04 04 005 / 0:20 DO CLAY HPAN 0050 LMSN 0201

NEPEAN TOWNSHIP 18 443731 1954/05 FR 0025 025 / 030 DO 1504524 () RF A(035) 5024072 W 5205 05 05 007 / 2:0 CLAY 0040 HPAN 0060 BLUE LMSN 0174

NEPEAN TOWNSHIP 18 443741 1954/05 FR 0027 057 / 057 1504525 () RF A(035) 5023912 W 3601 05 05 FR 0070 010 / 1:0 DO LOAM 0010 BLUE CLAY 0030 HPAN 0069 GRVL 0074 LMSN 0200

NEPEAN TOWNSHIP 18 443156 1954/05 FR 0111 015 / 015 DO 1504526 () RF A(035) 5023952 W 5205 05 05 FR 0060 004 / 1:0 BLUE CLAY 0045 BLUE LMSN 0111

NEPEAN TOWNSHIP 18 443246 1954/05 FR 0110 015 / 015 DO 1504528 () RF A(035) 5023907 W 5205 05 05 FR 0060 004 / 1:0 BLUE CLAY 0050 BLUE LMSN 0110

NEPEAN TOWNSHIP 18 443781 1954/06 FR 0075 030 / 030 1504529 () RF A(035) 5023992 W 3601 05 05 010 / 1:0 DO LOAM 0010 BLUE CLAY 0030 HPAN 0067 GRVL MSND 0075 LMSN 0175

NEPEAN TOWNSHIP 18 443286 1954/06 FR 0050 010 / 015 DO 1504530 () RF A(035) 5023832 W 4833 05 001 / 0:15 CLAY LOAM 0020 GREY LMSN 0050

Well Computer Print Out Data as of May 29 2013 Page: 7 / 14

NEPEAN TOWNSHIP 18 443381 1954/06 FR 0150 030 / 100 1504531 () RF A(035) 5023787 W 4833 04 04 005 / 0:20 DO CLAY HPAN 0059 LMSN 0347

NEPEAN TOWNSHIP 18 443301 1954/06 FR 0110 020 / 028 DO 1504532 () RF A(035) 5023992 W 5205 05 05 006 / 2:0 CLAY 0050 BLUE LMSN 0110

NEPEAN TOWNSHIP 18 443781 1954/06 FR 0074 040 / 040 1504533 () RF A(035) 5023932 W 3601 05 05 010 / 1:0 DO LOAM 0010 BLUE CLAY 0030 HPAN 0069 GRVL MSND 0074 LMSN 0187

NEPEAN TOWNSHIP 18 443251 1954/06 FR 0053 008 / 010 DO 1504534 () RF A(035) 5023902 W 4825 05 05 005 / 0:30 CLAY 0040 LMSN 0053

NEPEAN TOWNSHIP 18 443236 1954/06 FR 0080 010 / 015 1504535 () RF A(035) 5023857 W 4833 04 04 005 / 0:15 DO CLAY HPAN 0038 LMSN 0080

NEPEAN TOWNSHIP 18 443236 1954/06 FR 0090 010 / 065 DO 1504536 () RF A(035) 5023822 W 4825 05 05 005 / 0:30 CLAY 0040 LMSN 0107

NEPEAN TOWNSHIP 18 443336 1954/06 FR 0050 015 / 025 1504537 () RF A(035) 5023762 W 4833 05 05 005 / 0:15 DO CLAY LOAM 0020 LMSN 0050

NEPEAN TOWNSHIP 18 443356 1954/06 FR 0100 025 / 038 1504539 () RF A(035) 5023832 W 4825 05 05 05 FR 0040 004 / 0:25 DO CLAY 0049 LMSN 0121

NEPEAN TOWNSHIP 18 443341 1954/07 FR 0117 010 / 060 DO 1504540 () RF A(035) 5023862 W 4833 04 04 005 / :0 CLAY LMSN 0045 LMSN 0121

NEPEAN TOWNSHIP 18 443271 1954/07 FR 0060 015 / 025 1504541 () RF A(035) 5023862 W 4833 05 05 005 / 0:15 DO CLAY LOAM 0043 LMSN 0063

NEPEAN TOWNSHIP 18 443816 1954/07 FR 0073 035 / 035 DO 1504542 () RF A(035) 5024007 W 3601 05 05 010 / 1:0 LOAM 0010 BLUE CLAY 0030 HPAN 0070 GRVL MSND 0073 LMSN 0152

NEPEAN TOWNSHIP 18 443166 1954/07 FR 0095 010 / 012 1504543 () RF A(035) 5023772 W 4833 04 04 005 / 0:15 DO CLAY HPAN 0043 LMSN 0100

Well Computer Print Out Data as of May 29 2013 Page: 8 / 14

NEPEAN TOWNSHIP 18 443196 1954/07 FR 0078 008 / 012 DO 1504544 () RF A(035) 5023822 W 4833 04 04 005 / 0:15 CLAY HPAN 0039 LMSN 0082

NEPEAN TOWNSHIP 18 443151 1954/07 FR 0054 016 / 030 1504545 () RF A(035) 5023892 W 4825 05 04 005 / 0:20 DO CLAY 0045 SHLE 0055

NEPEAN TOWNSHIP 18 443251 1954/07 FR 0080 020 / 035 DO 1504546 () RF A(035) 5023827 W 4825 05 005 / 0:20 CLAY 0045 LMSN 0091

NEPEAN TOWNSHIP 18 443306 1954/07 FR 0050 008 / 010 1504547 () RF A(035) 5023752 W 4825 05 005 / 0:20 DO CLAY 0045 LMSN 0050

NEPEAN TOWNSHIP 18 443401 1954/07 UK 0050 031 / 120 1504548 () RF A(035) 5023662 W 4216 05 05 UK 0120 002 / 1:0 DO CLAY 0045 GRVL 0048 SHLE 0050 LMSN FR 0280 0280

NEPEAN TOWNSHIP 18 443226 1954/07 FR 0078 008 / 011 DO 1504549 () RF A(035) 5023872 W 4833 04 05 04 005 / 0:15 CLAY HPAN 0056 LMSN 0082

NEPEAN TOWNSHIP 18 443216 1954/07 FR 0086 008 / 010 1504550 () RF A(035) 5023792 W 4833 04 04 012 / 0:15 DO CLAY LOAM 0042 LMSN 0090

NEPEAN TOWNSHIP 18 443826 1954/07 FR 0074 030 / 030 DO 1504551 () RF A(035) 5023962 W 3601 05 05 010 / 1:0 LOAM 0012 BLUE CLAY 0029 HPAN 0067 GRVL MSND 0074 LMSN 0162

NEPEAN TOWNSHIP 18 443296 1954/07 FR 0060 009 / 015 1504552 () RF A(035) 5023932 W 4833 05 05 04 005 / 0:15 DO CLAY HPAN 0051 LMSN 0065

NEPEAN TOWNSHIP 18 443441 1954/07 FR 0100 006 / 008 DO 1504553 () RF A(035) 5023692 W 4216 05 05 FR 0223 006 / 1:0 CLAY 0052 MSND 0054 LMSN 0223

NEPEAN TOWNSHIP 18 443231 1954/07 FR 0120 015 / 025 1504554 () RF A(035) 5023757 W 4825 05 05 005 / 0:30 DO CLAY 0038 LMSN 0129

NEPEAN TOWNSHIP 18 443381 1954/07 FR 0080 012 / 015 DO 1504555 () RF A(035) 5023692 W 4216 05 05 FR 0110 006 / 0:20 CLAY 0054 MSND 0056 LMSN 0110

Well Computer Print Out Data as of May 29 2013 Page: 9 / 14

NEPEAN TOWNSHIP 18 443261 1954/07 FR 0170 012 / 100 1504556 () RF A(035) 5023712 W 4833 04 04 003 / 0:15 DO LOAM CLAY 0043 LMSN 0175

NEPEAN TOWNSHIP 18 443666 1954/08 FR 0080 022 / 035 DO 1504557 () RF A(035) 5024202 W 4216 05 05 FR 0099 006 / 0:30 CLAY 0050 MSND 0054 LMSN 0099

NEPEAN TOWNSHIP 18 443856 1954/08 FR 0075 035 / 035 1504558 () RF A(035) 5024032 W 3601 05 05 010 / 1:0 DO LOAM 0010 BLUE CLAY 0035 HPAN 0070 GRVL MSND 0075 LMSN 0175

NEPEAN TOWNSHIP 18 443761 1954/08 FR 0100 030 / 060 1504560 () RF A(035) 5024012 W 5205 05 05 FR 0192 003 / 1:0 DO BLUE CLAY 0030 HPAN MSND 0069 BLUE LMSN 0192

NEPEAN TOWNSHIP 18 443861 1954/08 FR 0075 035 / 035 DO 1504561 () RF A(035) 5023982 W 3601 05 05 05 010 / 1:0 LOAM 0009 BLUE CLAY 0030 HPAN 0069 GRVL MSND 0075 LMSN 0150

NEPEAN TOWNSHIP 18 443316 1954/08 FR 0104 012 / 017 1504562 () RF A(035) 5023797 W 4833 04 04 005 / 0:10 DO CLAY HPAN 0043 LMSN 0108

NEPEAN TOWNSHIP 18 443351 1954/08 FR 0060 020 / 030 DO 1504563 () RF A(035) 5024012 W 5205 05 05 UK 0090 004 / 1:0 BLUE CLAY 0045 BLUE LMSN 0100

NEPEAN TOWNSHIP 18 443281 1954/08 FR 0100 012 / 015 DO 1504564 () RF A(035) 5023777 W 4833 04 04 005 / 0:10 CLAY HPAN 0040 LMSN 0108

NEPEAN TOWNSHIP 18 443891 1954/08 FR 0070 030 / 030 DO 1504565 () RF A(035) 5024057 W 3601 05 05 010 / 1:0 LOAM 0009 BLUE CLAY 0030 HPAN 0065 GRVL MSND 0070 LMSN 0150

NEPEAN TOWNSHIP 18 443901 1954/09 FR 0074 035 / 035 DO 1504566 () RF A(035) 5024012 W 3601 05 05 010 / 1:0 LOAM 0009 BLUE CLAY 0028 HPAN 0067 GRVL MSND 0074 LMSN 0150

NEPEAN TOWNSHIP 18 443616 1954/09 UK 0050 017 / 022 DO 1504567 () RF A(035) 5023802 W 4216 05 05 FR 0110 006 / 1:0 CLAY 0050 MSND GRVL 0055 LMSN 0134

NEPEAN TOWNSHIP 18 443411 1954/09 FR 0100 017 / 022 1504568 () RF A(035) 5023742 W 4216 05 05 UK 0050 006 / 1:0 DO CLAY 0050 MSND GRVL 0055 LMSN 0134

Well Computer Print Out Data as of May 29 2013 Page: 10 / 14

NEPEAN TOWNSHIP 18 443936 1954/09 FR 0066 030 / 030 DO 1504569 () RF A(035) 5024077 W 3601 05 05 010 / 1:0 LOAM 0010 BLUE CLAY 0029 HPAN 0059 MSND GRVL 0066 LMSN 0120

NEPEAN TOWNSHIP 18 443766 1954/10 FR 0123 018 / 030 1504570 () RF A(035) 5024052 W 5205 05 05 006 / 1:0 DO BLUE CLAY 0065 BLUE LMSN 0123

NEPEAN TOWNSHIP 18 443951 1954/10 FR 0073 030 / 030 DO 1504571 () RF A(035) 5024037 W 3601 05 05 010 / 1:0 LOAM 0010 BLUE CLAY 0027 HPAN 0065 GRVL MSND 0073 LMSN 0125

NEPEAN TOWNSHIP 18 443511 1954/10 FR 0090 035 / 180 1504572 () RF A(035) 5023872 W 3504 04 04 FR 0150 007 / 3:0 PS BLUE CLAY 0050 MSND GRVL 0056 LMSN FR 0200 0105 BLCK SHLE 0170 GREY LMSN SNDS FR 0300 0313

NEPEAN TOWNSHIP 18 443381 1954/10 FR 0090 020 / 020 DO 1504573 () RF A(035) 5023872 W 5205 05 05 005 / 1:0 BLUE CLAY 0040 BLUE LMSN 0110

NEPEAN TOWNSHIP 18 443721 1954/10 FR 0080 012 / 017 1504574 () RF A(035) 5024192 W 4216 05 006 / 1:0 DO CLAY 0060 GRVL 0064 UNKN UNKN UNKN 0080

NEPEAN TOWNSHIP 18 443626 1954/10 FR 0052 012 / 017 DO 1504576 () RF A(035) 5024127 W 4216 05 05 006 / 1:0 CLAY 0052 MSND GRVL 0056 LMSN 0103

NEPEAN TOWNSHIP 18 443591 1954/11 FR 0070 008 / 012 DO 1504577 () RF A(035) 5024157 W 4833 04 04 005 / 0:15 CLAY HPAN 0045 LMSN 0074

NEPEAN TOWNSHIP 18 443811 1954/12 FR 0128 006 / 010 DO 1504580 () RF A(035) 5024137 W 4833 04 04 005 / 0:15 CLAY HPAN 0060 LMSN 0132

NEPEAN TOWNSHIP 18 443346 1954/12 FR 0185 024 / 100 1504583 () RF A(035) 5023682 W 4833 04 04 005 / 0:15 DO CLAY HPAN 0055 LMSN 0202

NEPEAN TOWNSHIP 18 443371 1955/06 FR 0085 010 / 015 DO 1504584 () RF A(035) 5023972 W 4833 04 04 005 / 0:15 CLAY HPAN 0055 LMSN 0090

NEPEAN TOWNSHIP 18 443786 1955/01 FR 0130 012 / 020 1504585 () RF A(035) 5024222 W 4833 04 04 005 / 0:15 DO CLAY HPAN 0056 LMSN 0135

Well Computer Print Out Data as of May 29 2013 Page: 11 / 14

NEPEAN TOWNSHIP 18 443376 1955/01 FR 0095 020 / 023 DO 1504586 () RF A(035) 5023952 W 4833 04 04 005 / 0:15 CLAY HPAN 0048 LMSN 0102

NEPEAN TOWNSHIP 18 443716 1955/01 FR 0069 030 / 060 1504587 () RF A(035) 5024042 W 5205 05 05 FR 0170 005 / 1:0 DO BLUE CLAY 0060 BLUE LMSN 0177

NEPEAN TOWNSHIP 18 443411 1955/02 FR 0095 020 / 023 DO 1504588 () RF A(035) 5023972 W 4833 04 04 005 / 0:15 CLAY HPAN 0048 LMSN 0099

NEPEAN TOWNSHIP 18 443446 1955/02 FR 0115 020 / 024 1504589 () RF A(035) 5023922 W 4833 04 04 005 / 0:15 DO CLAY HPAN 0047 LMSN 0120

NEPEAN TOWNSHIP 18 443526 1955/03 FR 0114 015 / 015 DO 1504590 () RF A(035) 5024042 W 5205 05 05 003 / 1:0 BLUE CLAY 0048 BLUE LMSN 0114

NEPEAN TOWNSHIP 18 443546 1955/04 FR 0115 016 / 019 DO 1504596 () RF A(035) 5024002 W 4833 04 04 005 / 0:15 CLAY HPAN 0045 LMSN 0120

NEPEAN TOWNSHIP 18 443311 1955/05 FR 0115 016 / 018 DO 1504597 () RF A(035) 5023912 W 4833 04 04 005 / 0:15 CLAY HPAN 0045 LMSN 0119

NEPEAN TOWNSHIP 18 443316 1955/05 FR 0115 012 / 018 DO 1504599 () RF A(035) 5023887 W 4833 04 04 005 / 0:15 CLAY HPAN 0050 LMSN 0118

NEPEAN TOWNSHIP 18 443456 1955/05 FR 0115 017 / 019 DO 1504600 () RF A(035) 5024042 W 4833 04 04 005 / 0:15 CLAY HPAN 0046 LMSN 0118

NEPEAN TOWNSHIP 18 443506 1955/05 FR 0110 010 / 015 DO 1504601 () RF A(035) 5023922 W 4833 04 04 005 / 0:15 CLAY HPAN 0050 LMSN 0118

NEPEAN TOWNSHIP 18 443296 1955/06 FR 0120 010 / 020 DO 1504603 () RF A(035) 5023657 W 4833 04 04 005 / 0:15 CLAY HPAN 0039 LMSN 0125

NEPEAN TOWNSHIP 18 443311 1955/06 FR 0120 010 / 018 1504604 () RF A(035) 5023622 W 4833 04 04 005 / 0:15 DO CLAY HPAN 0043 LMSN 0125

Well Computer Print Out Data as of May 29 2013 Page: 12 / 14

NEPEAN TOWNSHIP 18 443501 1955/08 FR 0110 018 / 022 DO 1504609 () RF A(035) 5023917 W 4833 04 04 005 / 0:15 CLAY HPAN 0049 LMSN 0116

NEPEAN TOWNSHIP 18 443686 1955/09 FR 0110 020 / 025 DO 1504610 () RF A(035) 5024162 W 4833 04 04 005 / 0:15 CLAY HPAN 0060 LMSN 0115

NEPEAN TOWNSHIP 18 443651 1955/09 FR 0130 020 / 100 DO 1504612 () RF A(035) 5023952 W 4833 04 04 005 / 0:15 CLAY HPAN 0062 LMSN 0130

NEPEAN TOWNSHIP 18 443366 1955/09 FR 0115 018 / 022 DO 1504613 () RF A(035) 5023892 W 4833 04 04 005 / 0:15 CLAY HPAN 0050 LMSN 0120

NEPEAN TOWNSHIP 18 443321 1955/10 FR 0120 018 / 025 DO 1504615 () RF A(035) 5023722 W 4833 04 04 005 / 0:15 CLAY HPAN 0048 LMSN 0124

NEPEAN TOWNSHIP 18 443306 1956/07 FR 0202 018 / 048 DO 1504619 () RF A(035) 5024052 W 3566 08 08 020 / 48:0 LOAM BLDR 0021 LMSN 0202

NEPEAN TOWNSHIP 18 443151 1958/07 FR 0138 025 / 048 DO 1504630 () RF A(035) 5023902 W 4833 05 04 04 005 / 0:30 CLAY 0058 LMSN 0155

NEPEAN TOWNSHIP 18 443411 1960/08 FR 0180 025 / 251 DO 1504636 () RF A(035) 5023872 W 1301 04 04 005 / 2:0 GREY CLAY 0053 GREY LMSN 0251

NEPEAN TOWNSHIP 18 443621 1961/10 FR 0225 025 / 035 DO 1504639 () RF A(035) 5023997 W 1301 05 05 006 / 1:0 PRDR 0155 GREY LMSN 0178 YLLW LMSN 0196 GREY LMSN 0230

OTTAWA CITY 18 443601 1955/01 FR 0080 009 / 020 DO 1507872 () () 5024272 W 1801 02 02 003 / 2:0 CLAY 0040 LMSN 0097

OTTAWA CITY 18 443551 1955/02 FR 0090 006 / 020 DO 1507873 () () 5024242 W 1801 02 02 005 / 10:0 CLAY 0042 LMSN 0101

OTTAWA CITY 18 443481 1955/02 FR 0095 006 / 020 DO 1507874 () () 5024192 W 1801 02 02 005 / 12:0 CLAY 0048 LMSN 0102

Well Computer Print Out Data as of May 29 2013 Page: 13 / 14

OTTAWA CITY 18 443401 1955/03 FR 0080 009 / 020 DO 1507875 () () 5024142 W 1801 02 02 005 / 12:0 CLAY 0042 LMSN 0097

OTTAWA CITY 18 443296 1955/03 FR 0100 010 / 020 DO 1507876 () () 5024072 W 1801 02 02 005 / 14:0 CLAY 0045 LMSN 0100

OTTAWA CITY 18 443296 1955/03 FR 0100 021 / 022 1507877 () () 5024072 W 1801 02 02 002 / 4:0 DO CLAY 0060 LMSN 0112

OTTAWA CITY 18 443381 1955/01 FR 0100 018 / 026 DO 1509086 () () 5024122 W 1301 05 05 FR 0050 006 / 0:30 CLAY 0050 CLAY MSND 0056 LMSN 0119

OTTAWA CITY 18 443211 1955/09 FR 0060 017 / 045 1507879 () () 5024027 W 3718 05 05 004 / 1:0 DO CLAY 0045 BLCK ROCK 0087

OTTAWA CITY 18 443591 1956/06 FR 0094 013 / 027 1507881 () () 5024252 W 1603 03 03 010 / 3:0 DO CLAY 0033 GRVL 0042 SHLE 0051 LMSN 0094

OTTAWA CITY 18 443431 1956/06 FR 0095 008 / 027 DO 1507882 () () 5024172 W 1603 03 03 010 / 3:0 BLUE CLAY 0024 GRVL 0033 BRWN SHLE 0050 BLUE LMSN 0095

OTTAWA CITY 18 443691 1956/06 FR 0095 011 / 027 1507883 () () 5024322 W 1603 03 03 012 / 3:0 DO CLAY 0033 GRVL 0043 SHLE 0052 LMSN 0095

OTTAWA CITY 18 443936 1956/06 FR 0072 020 / 027 1508185 () () 5024267 W 1603 03 03 010 / 3:0 DO BLUE CLAY 0027 GRVL 0036 SHLE 0055 BLUE LMSN 0072

OTTAWA CITY 18 443961 1957/10 FR 0083 024 / 030 DO 1508188 () () 5024182 W 1603 03 03 005 / 3:0 CLAY 0030 GRVL MSND 0056 LMSN 0083

OTTAWA CITY 18 443166 1955/09 FR 0070 035 / 040 DO 1507878 () () 5023992 W 3718 05 05 005 / 1:0 CLAY 0049 GREY LMSN 0090

Well Computer Print Out Data as of May 29 2013 Page: 14 / 14

Notes: 1. UTM in Zone, Easting, Northing and Datum is NAD83; L: UTM estimated from 7. STAT LVL: Static Water Level in Feet ; PUMP LVL: Water Centroid of Lot; W: UTM not from Lot Centroid Level After Pumping in Feet 2. Date Work Completed 8. Pump Test Rate in GPM, Pump Test Duration in Hour : Minutes 3. Well Contractor Licence Number 9. See Table 3 for Meaning of Code 4. Casing diameter in inches 10. Screen Depth and Length in feet 5. Unit of Depth in Feet 11. See Table 1 and 2 for Meaning of Code 6. See Table 4 for Meaning of Code 12. A: Abandonment; P: Partial Data Entry Only

1. Core Material and Descriptive terms 2. Core Color 3. Water Use Code Description … Code Description … Code Description … Code Description … Code Description Code Description Code Description Code Description IRON WHIT WHITE DO Domestic OT Other BLDR BOULDERS FCRD FRACTURED IRFM PORS POROUS SOFT SOFT FORMATION GREY GREY ST Livestock TH Test Hole PREVIOUSLY BSLT BASALT FGRD FINE-GRAINED LIMY LIMY PRDG SPST SOAPSTONE DUG BLUE BLUE IR Irrigation DE Dewatering COARSE- PREV. CGRD FGVL FINE GRAVEL LMSN LIMESTONE PRDR STKY STICKY GRAINED DRILLED GREN GREEN IN Industrial MO Monitoring COARSE CGVL FILL FILL LOAM TOPSOIL QRTZ QUARTZITE STNS STONES YLLW YELLOW CO Commercial GRAVEL BRWN BROWN MN Municipal CHRT CHERT FLDS FELDSPAR LOOS LOOSE QSND QUICKSAND STNY STONEY LIGHT- RED RED PS Public CLAY CLAY FLNT FLINT LTCL QTZ QUARTZ THIK THICK COLOURED BLCK BLACK AC Cooling And CLN CLEAN FOSS FOSILIFEROUS LYRD LAYERED ROCK ROCK THIN THIN A/C BLGY BLUE-GREY NU Not Used CLYY CLAYEY FSND FINE SAND MARL MARL SAND SAND TILL TILL MEDIUM- UNKNOWN CMTD CEMENTED GNIS GNEISS MGRD SHLE SHALE UNKN GRAINED TYPE 4. Water Detail MEDIUM CONG CONGLOMERATE GRNT GRANITE MGVL SHLY SHALY VERY VERY Code Description Code Description GRAVEL WATER- FR Fresh GS Gas CRYS CRYSTALLINE GRSN GREENSTONE MRBL MARBLE SHRP SHARP WBRG BEARING SA Salty IR Iron WOOD CSND COARSE SAND GRVL GRAVEL MSND MEDIUM SAND SHST SCHIST WDFR FRAGMENTS SU Sulphur DARK- DKCL GRWK GREYWACKE MUCK MUCK SILT SILT WTHD WEATHERED MN Mineral COLOURED DLMT DOLOMITE GVLY GRAVELLY OBDN OVERBURDEN SLTE SLATE UK Unknown

DNSE DENSE GYPS GYPSUM PCKD PACKED SLTY SILTY DRTY DIRTY HARD HARD PEAT PEAT SNDS SANDSTONE DRY DRY HPAN HARDPAN PGVL PEA GRAVEL SNDY SANDY

June 2013 Our Ref: 13-178

APPENDIX K SITE PHOTOGRAPHS

Houle Chevrier Engineering Ltd. VIEW OF ENTRANCE TO MECHANICAL ROOM PLATE K1 (LEFT DOOR), SCHOOL HALLWAY AND AN OFFICE VIEW OF MECHANICAL ROOM, GAS FIRED PLATE K2 BOILER ON THE RIGHT VIEW OF DRAIN IN MECHANICAL ROOM PLATE K3 VIEW OF STORAGE SHED CONTAINING BOOKS PLATE K4 LOCATED ON THE WEST SIDE OF SCHOOL VIEW OF SCHOOL YARD PLATE K5 June 2013 Our Ref: 13-178

APPENDIX L PLAN OF SURVEY

Houle Chevrier Engineering Ltd.