Tartan Land Corporation and Barrett Farms Enterprises Partnership 233 Metcalfe Street, Ottawa, Ontario K2P 2C2. Attention: Mr.

Transcription

1 September 211 REPORT ON Phase I Environmental Site Assessment 457 Bank Street, Ottawa, Ontario Submitted to: Tartan Land Corporation and Barrett Farms Enterprises Partnership 233 Metcalfe Street, Ottawa, Ontario K2P 2C2 Attention: Mr. Pierre Dufresne REPORT Report Number: (2) Distribution: 2 copies - Tartan Land Corporation and Barrett Farms Enterprises Partnership 1 e-copy - Tartan Land Corporation and Barrett Farms Enterprises Partnership 2 copies - Golder Associates Ltd.

2 PHASE I ENVIRONMENTAL SITE ASSESSMENT Executive Summary Golder Associates Ltd. (hereafter referred to as Golder Associates ) was retained by Tartan Land Corporation (hereafter referred to as Tartan ) to conduct a Phase I Environmental Site Assessment (hereafter referred to as Phase I ESA ) of the property located at 457 Bank Street in Ottawa, Ontario (hereafter referred to as the Site ) as shown on Figures 1 and 2. The Site is located at the southwest quadrant of the intersection of Bank Street and Leitrim Road and currently is vacant land, overgrown with vegetation. The Executive Summary highlights key points from the report only; for complete information and findings, as well as the limitations, the reader should examine the complete report. The Phase I ESA was completed in general accordance with the November 21 Canadian Standards Association document entitled Phase I Environmental Site Assessment, Z768 1 (R26). The scope of work for this project was described in the Golder Associates Proposal # P and dated August 22, 211. It is understood that the Phase I ESA is being carried out for due diligence purposes due to potential Site transaction. Based on the information obtained during the Phase I ESA, the following issues of potential environmental concern were identified for the Site: The review of the historical information for the Site indicated that the former Gloucester landfill (ID# Gl-1) was located approximately 1.5 m west of the Site (west of Albion Road). Given the relatively close proximity of the former landfill to the Site and that the former landfill was located hydraulically cross to up-gradient with respect to the Site (inferred groundwater flow direction is towards north, northeast), it is considered that this is an issue of potential environmental concern for the Site; The review of the Ecolog ERIS report indicated that a number of waste generators, manufacturing facilities, and a private fuel outlet were located on adjacent lands west of the Site. The private fuel outlet reportedly consisted of one single wall gasoline containing underground storage tank (UST) with capacity of 9, L, installed in The UST was located at 4549 South Creek Lace (TP Crawford Ltd), adjacent property west of the Site. Given that these facilities are located on adjacent lands up-gradient to cross gradient with respect to the Site, it is considered that the presence of these facilities is an issue of potential environmental concern for the Site; and, The review of the Ecolog ERIS report and the information provided by Technical Standards and Safety Authority indicated that a private fuel outlet associated with the Gloucester City Works Yard is located on adjacent land east of the Site (455 Bank Street). According to the information provided by Ecolog ERIS report, three (3) fuel containing single wall USTs with capacity of 22,7 L each were installed on this facility in In addition, it was indicated that three (3) fuel aboveground storage tanks (ASTs) installed in 27 which were also observed at the time of the Site visit are present on the Gloucester City Works Yard. The presence of the three single wall fuel USTs in close proximity to the Site is considered to be an issue of potential environmental concern for the Site. In addition, it was noted during the Site visit that the lands occupied by the Gloucester City Works Yard are above the grade of the east part of the Site and the local slope in this area is from east downwards to the west increasing the potential for subsurface migration of contamination (if present) from the adjacent land (Gloucester City Works Yard) east of the Site to the Site. September 211 Report No (2) i

3 PHASE I ENVIRONMENTAL SITE ASSESSMENT At the time this report was issued, a response letter from the City of Ottawa and Ministry of Environment had not been received by Golder. When formal responses to Golder s request for information are received, they will be reviewed. If, in Golder s opinion, the responses detail any issues of potential environmental concern with respect to the Site, a copy will be forwarded to Tartan (with a brief discussion) so that it can be appended to this report. September 211 Report No (2) ii

4 PHASE I ENVIRONMENTAL SITE ASSESSMENT Table of Contents EXECUTIVE SUMMARY... i 1. INTRODUCTION AND BACKGROUND General Scope of Work PHYSICAL SETTING Site Setting and Activities Regional Geological Setting REVIEW OF HISTORICAL INFORMATION Interview Aerial Photograph Review Title Search Agreement of Purchase and Sale ( A of P/S ) Review of Fire Insurance Plan Records Review of Street Directories Previous Reports Ecolog ERIS Database Report REGULATORY INFORMATION REVIEW Ontario Ministry of Environment Correspondence Technical Standards and Safety Authority Correspondence City of Ottawa Correspondence City of Ottawa Document Review Ontario Ministry of Environment Document Review MOE Database on PCB Storage Sites, Waste Disposal Site Inventory, June Inventory of Coal Gasification Plant Waste Sites in Ontario, April MOE Database on Registered Waste Generators, Database on Brownfields Environmental Site Registry - Records of Site Condition ( RSC ), October Environment Canada National Pollutant Release Inventory ( NPRI ), September 211 Report No (2) iii

5 PHASE I ENVIRONMENTAL SITE ASSESSMENT 5. SITE VISIT FINDINGS AND COMMENTS Outside (Exterior) Areas Building Suspect Asbestos-Containing Materials Suspect PCB-Containing Materials and Equipment Urea Formaldehyde Foam Insulation Lead Ozone-Depleting Substances Radon Mercury Air Emissions Mould Radioactive Materials Solid Waste Disposal Practices and/or Areas of Storage/Waste Water and Wastewater Discharges Odour, Noise and Vibration Electromagnetic Radiation Storage Tanks Aboveground Storage Tanks Underground Storage Tanks Storage, Handling and Disposal of Hazardous Materials Adjacent Land Use ISSUES OF POTENTIAL ENVIRONMENTAL CONCERN LIMITATIONS AND USE OF REPORT CLOSURE FIGURES Figure 1: Key Plan Figure 2: Site Plan September 211 Report No (2) iv

6 PHASE I ENVIRONMENTAL SITE ASSESSMENT APPENDICES APPENDIX A Site Photographs APPENDIX B Regulatory Documentation and Ecolog ERIS Report APPENDIX C Qualifications of Environmental Assessors September 211 Report No (2) v

7 PHASE I ENVIRONMENTAL SITE ASSESSMENT 1. INTRODUCTION AND BACKGROUND 1.1 General Golder Associates Ltd. (hereafter referred to as Golder Associates ) was retained by Tartan Land Corporation (hereafter referred to as Tartan ) to conduct an Enhanced Phase I Environmental Site Assessment (hereafter referred to as Phase I ESA ) of the property located at 457 Bank Street in Ottawa, Ontario (hereafter referred to as the Site ) as shown on Figures 1 and 2. The Site is located at the southwest quadrant of the intersection of Bank Street and Leitrim Road and currently is vacant land, overgrown with vegetation. The Executive Summary highlights key points from the report only; for complete information and findings, as well as the limitations, the reader should examine the complete report. The Phase I ESA was completed in general accordance with the November 21 Canadian Standards Association document entitled Phase I Environmental Site Assessment, Z768 1 (R26). The scope of work for this project was described in the Golder Associates Proposal # P and dated August 22, 211. It is understood that the Phase I ESA is being carried out for due diligence purposes due to potential Site transaction. Appendix A includes resumes of Golder Associates staff involved with this Phase I ESA. 1.2 Scope of Work As previously indicated, the scope of work for the Phase I ESA carried out on the Site is based on the November 21 Canadian Standards Association (hereafter referred to as CSA ) document entitled Phase I Environmental Site Assessment, Z The Phase I ESA consisted of the following components: A records review; A Site visit; Requests/interview with the regulatory officials and/or personnel associated with the Site and adjoining properties (if possible); An Ecolog ERIS report review; An evaluation of information obtained; and, Preparation of this report. This Phase I ESA report is not a compliance audit or review. Any environmental compliance issues noted are strictly mentioned as they relate to physical conditions present at the time of the Site visit. Golder Associates did not conduct a health and safety, engineering or structural evaluation of the Site. September 211 Report No (2) 1

8 PHASE I ENVIRONMENTAL SITE ASSESSMENT A designated substance, as defined in The Occupational Health and Safety Act (hereafter referred to as OHSA ) and the Workplace Hazardous Material Information System (hereafter referred to as WHMIS ) regulation (199) is a biological, chemical or physical agent or combination thereof prescribed as a designated substance to which the exposure of a worker is prohibited, regulated, restricted, limited, or controlled. Sections of this report discuss the designated substances normally reviewed as part of a Phase I ESA. The designated substances review was performed for the Site as a whole. No intrusive sampling or analytical testing for materials/substances of potential environmental concern (e.g., polychlorinated biphenyls, lead, mercury, asbestos-containing materials, mould, etc.) was undertaken as part of this Phase I ESA. September 211 Report No (2) 2

9 PHASE I ENVIRONMENTAL SITE ASSESSMENT 2. PHYSICAL SETTING 2.1 Site Setting and Activities The general location of the Site is shown on the Key Plan, Figure 1 and the general Site configuration is shown on the Site Plan, Figure 2. Characteristics of the Site, based on the Golder Associates Site visit carried out on September 14, 211, are as follows: SITE CHARACTERISTICS Use Currently part of the Site is vacant land overgrown with vegetation and trees and part of the Site is used for agricultural purposes. or Location 457 Bank Street, Ottawa, Ontario. Southwest quadrant of the intersection of Bank Street and Leitrim Road and east Setting of Albion Road; and, Residential, commercial-industrial and parkland setting. Area (approx.) acres (58.82 hectares) based on the information provided by the Site owner Legal Description CON 4RF E PT LOT 16, Geographic Township of Gloucester, City of Ottawa based on the City of Ottawa e-map and information provided by the Site owner Configuration Approximately rectangular Services None. A water main easement reportedly runs through the Site. Presence of Fill Material No piles of fill material were observed at the Site during the Phase I ESA Site visit. Other Site Comments Project North: Based on Bank Street having a north-south axis. Waste Container Location Disposal Contractor Waste Storage The Site is vacant land and no waste is currently generated or stored on the Site with the exception of some debris (metal, wood, cardboard and old plant pots) that were observed in the eastern part of the Site. Exterior Areas Gravel Areas A gravel covered road bisects the eastern part of the Site and runs parallel to the south and north Site boundaries. Landscaped/Grassed Areas The Site is overgrown with grass and trees. Paved Areas None Treed Areas Trees are located throughout the Site. Exterior Storage Tanks Other Exterior Observations Name Underground storage tanks ( USTs ) and/or above ground storage tanks ( ASTs ) are discussed in Sections and A water pond is located at the eastern part of the Site. Building Currently no buildings are present on the Site. A proposed residential development is proposed for the Site. September 211 Report No (2) 3

10 PHASE I ENVIRONMENTAL SITE ASSESSMENT 2.2 Regional Geological Setting The following maps/reports were reviewed to determine the general geological and topographical conditions in the area of the Site: Golder Associates Ltd. GIS Database (Reference - Digital Basemap Data supplied by DMTI Spatial Inc., Canmap, 26); Map 156A, Surficial Geology, Ottawa, Ontario, Belanger J. R., Urban Geology of the National Capital Area, Geological Survey of Canada, Open file D3256, 21; and, Map 158A. Generalized Bedrock Geology, Ottawa, Ontario, Belanger J. R., Urban Geology of the National Capital Area, Geological Survey of Canada, Open file D3256, 21. Geological information on the Site and/or surrounding area [2 metres ( m )], based on the above, is as follows: GEOLOGICAL INFORMATION Native Subsurface Soils (expected) Depth to Bedrock (approximately) Type of Bedrock (expected) Topography (expected) Regional Groundwater Flow (inferred) Nearest Open Water Body Prominent Physical Features Near shore sediments: fine to medium grained sand in the west part of the Site and till, plain with local relief <5m in the east part of the Site 5-1 m in the west and east part of the Site and 2 to 5 m in the central part of the Site March Formation (Sandstone and Dolomite, interbedded) in the west and central part of the Site, Verulam Formation (Limestone and Shale, interbedded) in the eastern part of the Site; and Carlsbad Formation (Shale) in the very eastern part of the Site Slight slope downward to northwest North to northeast towards Sawmill creek located approximately 1 km north of the Site Sawmill creek located approximately1 km north of the Site None Local groundwater flow may be influenced by underground utilities (i.e., service trenches) if any exist. For example, the gravel pack used around utilities, such as storm sewers, can act as interceptors and redirect groundwater flow along the direction of the pipe. If a more accurate description of geology, groundwater flow and groundwater quality is required, a subsurface investigation would be required September 211 Report No (2) 4

11 PHASE I ENVIRONMENTAL SITE ASSESSMENT 3. REVIEW OF HISTORICAL INFORMATION Historical information on the Site and/or surrounding area (25 m) was obtained from the following sources: SUMMARY OF HISTORICAL INFORMATION SOURCES Interview(s) Name Interview Date Position * John Barrett September 15, 211 owner Barrett Farms Enterprises Partnership *Note: Hereafter known as the Site Representative. Aerial Photograph Review Year No. Scale A and A :15, and 1:17, A A A A A :1, 1:6, 1:25, 1:15, 1:1, 1:5,31 22, 25, 27 and 28 City of Ottawa e- maps Title Search No title search provided Review of Fire Insurance Plan Records Source(s) National Archives, Ottawa Year(s) Not available for the Site Review of Street Directories Source(s) National Archives, Ottawa Year(s) 198, 1987, 1992, 1998/99, 22/3, 28/9 Previous Environmental Reports No previous environmental reports for the Site were provided for review as part of this Phase I ESA. 3.1 Interview Refer to the Summary of Historical Information Sources table for interview contact information. The Site Representative completed a Phase I ESA interview form and provided the following information which is pertinent to the Phase I ESA: The Site has never been developed for anything other than for agricultural purposes; A residential development is proposed to be built on the Site; The current Site owner is Barrett Farms Enterprises Partnership; No vehicle fuelling or repairs have ever taken place on the Site; No manufacturing or processing operations have been carried out at the Site; September 211 Report No (2) 5

12 PHASE I ENVIRONMENTAL SITE ASSESSMENT Pesticides and soil fertilizers have been applied on the Site; No spills of chemical products, liquid waste or hydrocarbons have occurred on the Site; No underground storage tanks ( USTs ) or aboveground storage tanks ( ASTs ) exist on the Site and there have never been any USTs or ASTs on the Site; No hazardous waste is generated or stored on the Site; No fill material has been placed on the Site; No storage, handling or management of chemicals takes place at the Site; The Site is not connected to the municipal water supply or sewer; Water main easement runs through the Site; Certificate of Approval has been issued for the Site for a water main extension; and, A snow dump is located approximately.5 km west of the Site and industrial park, across Albion Road. The information provided by the Site Representative does not indicate any issues of potential environmental concern. 3.2 Aerial Photograph Review Selected aerial photographs for the Site were obtained from the National Air Photo Library in Ottawa, Ontario by Golder Associates personnel. The review of the aerial photographs was conducted to develop a general history of the development of the Site and surrounding properties within 25 m of the Site. Aerial photographs may be at a scale that limits a detailed review of the Site and surrounding area. Information obtained from the aerial photographs is summarized as follows: Date Scale :15, and 1:17, :1, Site The Site is vacant land which appears to be used for agricultural purposes in its majority. Surrounding Property Direction North East South West Leitrim Road followed by agricultural lands and scattered farm houses Farm house with associated structures followed by Bank Road, agricultural lands and scattered farm houses. Agricultural land and isolated farm houses mainly located along Bank Road. As per 1945 As per 1945 As per 1945 As per 1945 Agricultural lands with scattered farm houses followed by Albion Road and agricultural and forested lands. As per 1945 with the addition of more houses along Leitrim Road further to the west. September 211 Report No (2) 6

13 PHASE I ENVIRONMENTAL SITE ASSESSMENT Date Scale :6, :25, :15, Site Only the central and west parts of the Site are visible on this aerial photograph. The west and central parts of the Site are occupied by agricultural and forested lands, respectively. The Site is vacant land and moat of the Site is used for agricultural purposes As per 1971 Surrounding Property Direction North East South West Agricultural and forested lands. A house and associated auxiliary structures appear on the lands immediately north of the central part of the Site followed Leitrim Road followed by vacant lands and isolated houses More houses appear on the lands immediately north of the central part of the Site. A residential development appears further to the north of the Site, west of Bank Street Not visible on this aerial photograph. Farm houses followed by Bank Road, vacant lands and houses located along Bank Road As per 1971 with the addition of more houses along Bank Road and further to the east Agricultural lands. Vacant and forested lands A cemetery followed by vacant lands Agricultural lands and scattered farm houses. As per Gloucester landfill is visible on this aerial photograph approximately 1.5 km west of the Site (west of Albion Street). A golf course is visible approximately 1.7 km northwest of the Site Industrial park followed by Albion Road, building structures (residential and commercial) and forested lands September 211 Report No (2) 7

14 PHASE I ENVIRONMENTAL SITE ASSESSMENT Date Scale :1, 22 City of Ottawa emap 1:5,31 25 City of Ottawa emap 1:5,31 28 City of Ottawa emap 1:5,31 Site As per 1986 Surrounding Property Direction North East South West As per 1986, however it appears that some of the structures located on the lands immediately north of the central part of the Site and observed on 1986 aerial photograph were demolished and do not appear on this aerial photograph As per 1994 As per 1994 Not visible on this aerial photograph Commercial buildings followed by Bank Road and commercial and industrial buildings As per 22 As per 22 As per 22 As per As per 1986 As per 1994 As per 1994 As per 22 with the addition of residential subdivision further to the south As per 22 As per 25 As per 25 As per 25 As per 25 As per 25 The review of aerial photographs of the Site and surrounding area indicates that the Site has never been developed and was used for agricultural purposes. The surrounding lands were vacant or agricultural lands with scattered farm houses prior to 1971 when lands immediately north of the central part of the Site and south of Leitrim Road were developed with several houses. Between 1971 and 1986 the surrounding lands were gradually developed with an industrial park to the west, commercial and industrial buildings to the east, a cemetery and residential subdivision to the south and a residential development to the northeast of the Site. The former Gloucester landfill located approximately 1.5 km west of the Site was visible in 1971 aerial photograph. September 211 Report No (2) 8

15 PHASE I ENVIRONMENTAL SITE ASSESSMENT The former presence of the Gloucester landfill approximately 1.5 km west of the Site and the presence of an industrial park on adjacent lands west of the Site since at least 1986 until present are considered issues of potential environmental concern for the Site. 3.3 Title Search A title search was not provided and as such, a review of this information has not been included in this Phase I ESA. 3.4 Agreement of Purchase and Sale ( A of P/S ) As part of the CSA Z768-1(R26) protocol, when an A of P/S exists, it should be reviewed for information on vendor warranties or special conditions concerning contamination. It is understood that no A of P/S is pending. 3.5 Review of Fire Insurance Plan Records Research was carried out at the National Archives in Ottawa, Ontario to review fire insurance plans or drawings for the Site. No fire insurance plans were available for the Site or surrounding lands. 3.6 Review of Street Directories A review of street directories at the National Archives in Ottawa, Ontario was completed for the Site and addresses within approximately 25 m of the Site. Based on the review of the street directories the following was noted: The addresses located between 45 and 4639 Bank Street including the Site address (457 Bank Street) were not listed until 22/3 when were first listed as residential, cemetery and commercial properties. The same addresses were listed as residential properties in 28/9; 2759 Fenton Street (approximately 25 m west of the Site) was listed in 1998/99 as R and R Auto Repair. The same address was listed as Chem Dry Canada in 28/9; 2623 and 2683 Fenton Street (approximately 225 m west of the Site) were listed as Pryor Metals in 1998/99 and 22/3, respectively; The surrounding lands west of the Site were first listed in 1998/99 and have been mainly listed as industrial and commercial properties until present; The lands east of the Site were first listed in 22/3 as residential, commercial, and industrial properties; and, The lands north of the Site were not listed because they are vacant lands; and the lands south of the Site are listed as cemetery in 22/3. The review of the street directories indicated that the adjacent lands west of the Site have been occupied by industrial and commercial properties since 1998/99. The presence of industrial properties in close proximity to the Site is considered as potential issue of environmental concern. 3.7 Previous Reports No previous reports were provided to Golder for review as part of this Phase I ESA. September 211 Report No (2) 9

16 PHASE I ENVIRONMENTAL SITE ASSESSMENT 3.8 Ecolog ERIS Database Report Golder contracted the services of EcoLog (EcoLog ERIS) to conduct a search of their federal, provincial and private sector databases for information on the Site and surrounding area within 25 m of the Site. The complete EcoLog ERIS report, including a brief description of each of the databases searched for this Phase I ESA is included in Appendix B. The following is a summary of the findings as identified within the EcoLog ERIS report for the Site and for the surrounding properties within the Phase I Study Area: On-Site Water Well Information System The EcoLog ERIS report listed ten (1) water well records on the Site. It was indicated that the wells were used for industrial or domestic water supply. Mineral Occurrences The EcoLog ERIS report listed one mineral occurrence on the Site consisting of shale (crushed stone). Surrounding Properties within 25 m of the Site Boreholes The EcoLog ERIS report listed sixteen (16) boreholes within 25 m of the Site. Some of the boreholes were drilled for geotechnical/geological investigation purposes. No information regarding the purpose of the drilling of the remaining boreholes were provided. Certificates of Approval The EcoLog ERIS report listed seven (7) certificates of approval (C of A) within 25 m of the Site. The C of A were for air, municipal and private sewage works or industrial air. Commercial Fuel Oil Tanks The EcoLog ERIS report listed W. O. Stinson and Son Ltd. located at 4727 Bank Street (approximately 25 m southeast of the Site, across Bank Street) as having one 2,2 L steel commercial oil tank installed in Environmental Registry The EcoLog ERIS report listed four (4) companies registered in the Environmental Registry that have an approval for discharge into the natural environment other than water, within 25 m of the Site. September 211 Report No (2) 1

17 PHASE I ENVIRONMENTAL SITE ASSESSMENT Fuel Storage Tank The EcoLog ERIS report listed the following fuel storage tanks: City of Ottawa Accounts Payable registered as a private fuel outlet W. O. Stinson and Son Ltd registered as retail fuel outlet TP Crawford Ltd. registered as a private fuel outlet / Location relative to the Site 455 Bank Street (adjacent property east of the Site) 4726 Bank Street (approximately 25 m southeast of the Site) 4549 South Creek Lace (adjacent property west of the Site) Three (3) AST as follows: Description of the tanks 22,7 L liquid fuel diesel; 4,682 L liquid fuel gasoline; and, 9,186 L liquid fuel diesel. It was indicated that the three ASTs were installed in 27, were double walled and were painted. Three (3) USTs as follows: 2 x 22, 7 L liquid fuel gasoline; and, 22, 7 L liquid fuel diesel. It was indicated that the three USTs were installed in 1979 and were single wall. Five (5) fibreglass and double wall USTs, installed in 1998 as follows: 25, L diesel; 2 X 25, L gasoline; 5, L diesel; and, 5, L gasoline. It was indicated that the five USTs are. Six (6) USTs single wall with sacrificial anode protection, installed in 1981 as follows: 15, L diesel; 3 X 25, L gasoline; 4,5 L gasoline; and, 5, L diesel. One (1) single wall gasoline containing UST installed in It was indicated that the capacity of the UST is 9, L. September 211 Report No (2) 11

18 PHASE I ENVIRONMENTAL SITE ASSESSMENT Waste Generators The EcoLog ERIS report listed fifty-five (55) Waste Generators within 25 m of the Site. Details regarding the waste generators and the hazardous wastes generated are provided in the Ecolog ERIS report attached in Appendix B. National PCB Inventory The EcoLog ERIS report listed Gloucester Hydro and Hydro Ottawa, both located at 4565 Bank Street (approximately 25 m east of the Site, across Bank Street) as registered in the National PCB Inventory. Pesticide Register The EcoLog ERIS report listed Knippel Peter Nursery Inc. located at 459 Bank Street (approximately 13 m south of the Site) as a limited pesticides vendor. Private and Retail Fuel Storage Tanks The EcoLog ERIS report listed the following private fuel outlets within 25 m of the Site: Corporation of the City of Gloucester located at 455 Bank Street (adjacent property east of the Site). It was indicated that the fuel tanks capacity is 68,19 L. During the Site visit it was observed that three (3) fuel ASTs installed on a concrete island were present on this property. The condition of the AST appear to be good and no evidence of spills or leaks was observed in the area of the ASTs at the time of the Site visit; W.O. Stinson and Son Ltd. located at 4727 Bank Street (approximately 25 m southeast of the Site, across Bank Street). It was indicated that the fuel tank capacities are 19, L and 2, L; and, TP Crawford Ltd. located at 4549 South Creek Place (adjacent property west of the Site). It was indicated that the fuel tank capacity is 9, L. Retail Fuel Storage Tanks The EcoLog ERIS report listed Stinson W.O. and Son Ltd. located at 4726 Bank Street (approximately 25 m southeast of the Site) in the retail fuel storage tanks inventory. It was indicated that the facility has propane gas sale and services. Scott s Manufacturing Directory The EcoLog ERIS report listed seventeen (17) companies within 25 m of the Site that are registered in the Scott s Manufacturing Directory. Some of the manufacturing activities included plate work and fabricated structural product manufacturing, railroad rolling stock, medical equipment and supplies, sign, industrial and commercial machinery, semiconductors and electronics, aerospace products and parts manufacturing, wholesalers and distributors of electronic components, computers, professional machinery, equipment and supplies. Water Well Information System The EcoLog ERIS report listed thirty-one (31) water well records within 25 m of the Site. It was indicated that the wells were used for domestic, industrial or commercial water supply or were used for monitoring purposes. September 211 Report No (2) 12

19 PHASE I ENVIRONMENTAL SITE ASSESSMENT Ontario Spills The Ecolog ERIS report listed a number of spill occurrences within a 25 m radius of the Site. The information is presented in the table below: Spill Occurrences within 25 m Radius of the Site / Location relative to the Site Date of Occurrence Description B&M Carriers Gloucester City Works Yard, southwest corner of Leitrim Road and Bank Street (adjacent land east of the Site) Beside 4727 Banks Street (approximately 25 m southeast of the Site, across Bank Street) August 25, L hydraulic oil spilled to ground. It was indicated that the spill was due to pipe/hose leak and that environmental impact is not anticipated. Private residence April 6, 1994 Unknown quantity of furnace oil was spilled from furnace oil tank to ground due to leak. It was indicated that soil contamination was confirmed. Apex Transport (transport truck cargo) 4542 Southclark place (approximately 15 m west of the Site) May 8, 1996 Unspecified quantity of Apex Express-ink was spilled to ground. It was indicated that the spill was cleanedup and that soil contamination was confirmed. The review of the Ecolog ERIS report indicated that a number of waste generators, manufacturing facilities, and a private fuel outlet with one single wall gasoline containing UST installed in 1976 (TP Crawford Ltd.) were located on adjacent lands west of the Site. Given that these facilities are located on adjacent lands up-gradient to cross gradient with respect to the Site (inferred groundwater flow direction is towards north-northeast) it is considered that the presence of these facilities is an issue of potential environmental concern for the Site. In addition, a private fuel outlet associated with the Gloucester City Works Yard is located on adjacent land east of the Site. According to the information provided by Ecolog ERIS report, three (3) fuel single wall USTs were installed on this facility in In addition, it was indicate that three (3) fuel ASTs installed in 27 which were also observed at the time of the Site visit are present on the Gloucester City Works Yard. The presence of the single wall fuel USTs in close proximity to the Site is considered to be an issue of potential environmental concern for the Site. There are also a number of waste generators, fuel UST and a spill occurrence on the lands between 15 and 25 m east and southeast of the Site. Given that these facilities are located hydraulically cross gradient with respect to the Site and are separated from the Site by roads and underlying services, it is considered that the likelihood for subsurface impacts on the Site due to these facilities is low. September 211 Report No (2) 13

20 PHASE I ENVIRONMENTAL SITE ASSESSMENT 4. REGULATORY INFORMATION REVIEW Regulatory information requests and reviews for the Site and/or surrounding area (2 m) included the following sources: SUMMARY OF REGULATORY INFORMATION Regulatory Agencies and/or Government Departments Contacted Ontario Ministry of Environment ( MOE ) Technical Standards Safety Authority ( TSSA ) City of Ottawa ( City ) City Documents 1988 Intera report entitled Mapping and Assessment of Former Industrial Sites, City of Ottawa*; and, *Note: This report was reviewed if the Site was within the City of Ottawa municipal boundary prior to the 21 amalgamation 24 City of Ottawa Waste Disposal Sites Inventory. MOE and EC Documents/Databases MOE Database on PCB Storage Sites, 2*; Waste Disposal Site Inventory, June 1991; MOE Database on Brownfields Environmental Site Registry - Records of Site Condition ( RSC ), October 24; Inventory of Coal Gasification Plant Waste Sites in Ontario, April 1987; MOE Database on Registered Waste Generators 21*; and, EC National Pollutant Release Inventory ( NPRI ), March 26. *Note: The information extracted from the MOE PCB Storage Sites and Waste Generator databases was used by Golder Associates under license with the Ontario Ministry of Environment, Queens Printer for Ontario (2 and 21). 4.1 Ontario Ministry of Environment Correspondence The Ontario Ministry of Environment ( MOE ) was contacted (refer to copy of correspondence in Appendix B) to provide an Index Report with respect to active orders and approvals for the Site as detailed below: Active orders under the Environmental Protection Act ( EPA ), the Ontario Water Resources Act ( OWRA ), and the Pesticides Act ( PA ); and, Approvals under Sections 9 and 39 of the EPA as well as Sections 52 and 53 of the OWRA. At the time of preparation of this report, a formal response from the MOE had not been received by Golder. When a formal response to Golder s request for information is received, it will be reviewed. If, in Golder s opinion, the response contains any issues of potential environmental concern with respect to the Site, a copy will be forwarded to Tartan (with a brief discussion) so that it can be appended to this report. September 211 Report No (2) 14

21 PHASE I ENVIRONMENTAL SITE ASSESSMENT 4.2 Technical Standards and Safety Authority Correspondence The Technical Standards and Safety Authority ( TSSA ) was contacted (refer to copy of correspondence in Appendix B) to determine if any underground storage tanks ( USTs ) were registered or are in non-compliance on the Site. In addition, inquiries were made to determine if there are records of fuel spills, accidents or incidents on or near the Site (within approximately 2 m). The TSSA has maintained records since Mr. Prem Lal of the TSSA responded via on September 2 and 3, 211 and indicated that the TSSA had no registrations for USTs for the Site, currently or historically, however, has the following record for the adjacent property, immediately east of the Site currently occupied by the Gloucester municipal yard. 455 Bank Street (Gloucester municipal yard) has record of three (3) active USTs. The presence of the three (3) USTs in close proximity to the Site is considered an issue of potential environmental concern. 4.3 City of Ottawa Correspondence Golder Associates forwarded a correspondence (refer to copy of correspondence in Appendix B) to the City of Ottawa ( City ) that requested the City to search the Historical Land Use Inventory ( HLUI ) for records for the Site. At the time of preparation of this report, a formal response from the City had not been received by Golder. When a formal response to Golder s request for information is received, it will be reviewed. If, in Golder s opinion, the response contains any issues of potential environmental concern with respect to the Site, a copy will be forwarded to Tartan (with a brief discussion) so that it can be appended to this report. 4.4 City of Ottawa Document Review Prior to the 21 amalgamation, the City of Ottawa did not have a consolidated database of environmental concerns for City properties and typically referred all inquiries to the 1988 Intera report entitled Mapping and Assessment of Former Industrial Sites, City of Ottawa. Since the Site was not within the former City of Ottawa municipal boundary (prior to 21 amalgamation) a review of the 1988 Intera report was not performed as a part of this Phase I ESA. The review of the 24 City of Ottawa Waste Disposal Sites Inventory indicated that the Site is not registered as an active or closed waste disposal site, but the following former waste disposal sites were located within 5 km of the Site: The former Gloucester landfill (ID# Gl-1) was located approximately 1.5 m west of the Site (west of Albion Road). Given the relatively close proximity of the former landfill to the Site and that the former landfill was located hydraulically cross to up-gradient with respect to the Site (inferred groundwater flow direction is towards north, northeast), it is considered that there is an issue of potential environmental concern for the Site; and, The former Albion and Rideau Disposal Site (ID# Gl-2) was located approximately 4.2 m south of the Site. Given the distance between this former waste disposal site and the Site, it is considered that the likelihood for subsurface impacts on the Site due to the former presence of this potential source of contamination is low. September 211 Report No (2) 15

22 PHASE I ENVIRONMENTAL SITE ASSESSMENT 4.5 Ontario Ministry of Environment Document Review MOE Database on PCB Storage Sites, 2 Based on a search (25 m radius from the Site) of the MOE database of PCB storage sites, the Site is not a registered PCB storage site Waste Disposal Site Inventory, June 1991 A search of the 1991 MOE waste disposal site inventory indicates no record of closed or active waste disposal Sites on the Site; however the following former waste disposal sites were located within 5 km of the Site: Gloucester waste disposal site was located at lot 16, concession 3, approximately 1.5 km west of the Site; Gloucester waste disposal site was located at lot 25-26, concession 6, approximately 4.2 km east of the Site. Given the distance between this former waste disposal site and the Site and that the former waste disposal site was located hydraulically down-gradient to the Site, it is considered that the likelihood for subsurface impacts on the Site due to the former presence of this potential source of contamination is low; and, Gloucester waste disposal site was located at lot PT 26, concession 4, approximately 4.2 km southwest of the Site. Given the distance between this former waste disposal site and the Site, it is considered that the likelihood for subsurface impacts on the Site due to the former presence of this potential source of contamination is low Inventory of Coal Gasification Plant Waste Sites in Ontario, April 1987 A review of the inventory of coal gasification plant waste sites in Ontario (25 m radius from Site) was carried out. The latter classification includes tar distillation plants, creosoting plants, roofing felt and tarred paper products manufacturers, by-product charcoal and coke oven plants of the iron and steel industry, industrial manufactured gas plants, and wood distillation plants. It indicates that the Site is not registered as a former coal gasification plant or as an industrial site producing and/or using coal tar or related tars. Furthermore, there are no known former municipal coal gasification plants or industrial sites producing and/or using coal tar and related tars located within 25 m of the Site MOE Database on Registered Waste Generators, 21 A review of the MOE database on registered waste generators (within 25 m of the Site), using Bank Street, Leitrim Road, Albion Street and Fenton Road as the search criteria, indicated the following: Name Approximate Location Waste Code Waste Description Axle Automotive Inc Southclark Place, Unit 3 Adjacent property, west of the Site Approximately 7 m west of the Site 213 I Petroleum distillates Synergie Models and Prototypes Inc. 4521A Southclark Place 252 L Waste oils and lubricants September 211 Report No (2) 16

23 PHASE I ENVIRONMENTAL SITE ASSESSMENT Name Approximate Location Waste Code Waste Description Gloucester Hydro Hope cemetery Pharmacon Research Inc. Transport Canada - AKPP 4565 Bank Street 466 Bank Street 455A Bank Street Former Gloucester landfill Approximately 23 m east of the Site, across Bank Street Adjacent property south to the Site Adjacent property east of the Site Approximately 1.5 km west of the Site 112 C 121 C 122 C 145 H 146 T 213 I 221 L 243 D 251 C, L, T 264 B 331 I Acid waste-heavy metals Alkaline waste-heavy metals Alkaline waste-other metals Paint/pigment/coating residues Other specified inorganics Petroleum distillates Ligh fuels PCBs Oil skimmings and sludges Photo processing waste Waste compressed gases 252 L Waste oils and lubricants 148A 211 I 212 I 241 H 252 L 261 L 263 A 148 I Inorganic laboratory chemicals Aromatic solvents Aliphatic solvents Halogenated solvents Waste oils and lubricants Pharmaceuticals Organic laboratory chemicals Inorganic laboratory chemicals Database on Brownfields Environmental Site Registry - Records of Site Condition ( RSC ), October 24 A search of the brownfields environmental Site registry was carried out for the Site to determine whether a record of Site condition has been filed for the Site. The search indicated that no RSC has been filed for the Site or for adjacent properties within 25 m of the Site Environment Canada National Pollutant Release Inventory ( NPRI ), 26 The NPRI provides information for the facility s total releases to air, water and land and also includes any disposal and /or recycling the facility may have. The search of the Environment Canada NPRI (within 25 m of the Site) indicated that there are no registered facilities located within 25 m of the Site. September 211 Report No (2) 17

24 PHASE I ENVIRONMENTAL SITE ASSESSMENT 5. SITE VISIT FINDINGS AND COMMENTS A Site visit was carried out by a representative of Golder Associates staff on September 14, 211. Golder Associates was not accompanied during the Site visit. The Site is vacant land overgrown with grass and trees, and agricultural fields. A gravel road bisects the Site from the central to the east part and runs parallel to the north and south Site boundaries. A water pond is located in the eastern part of the Site. The visit was documented with a questionnaire/checklist, photographs and additional notes, where warranted. The Site was examined for visual and olfactory indications of potential environmental concern. The Site visit also included a cursory inspection of adjacent properties from the Site and publicly accessible areas. The approximate limits of the Site (i.e., property boundary) are noted on the Site Plan, Figure 2. Refer to the Site Characteristics table in Section 2.1 for a general description of the Site. 5.1 Outside (Exterior) Areas The Site is generally flat and at grade with the surrounding lands south, north and west of the Site and slightly below the grade of the lands east of the Site. The municipal yard east to the Site is slightly higher than the Site. No obvious issues of potential environmental concern (i.e. stains, sheens on water, stressed vegetation) were observed at the Site at the time of the Site reconnaissance. 5.2 Building No buildings are currently present on the Site. A new residential development is proposed to be built on the Site Suspect Asbestos-Containing Materials Since the late 197 s the manufacture and use of asbestos-containing building materials has continued to decrease. There is no firm cut-off date outlining when asbestos in building materials was discontinued. Manufacturers produced and ceased production of asbestos-containing materials at different times. It is commonly presumed that buildings constructed prior to 198 are more likely to contain both friable and nonfriable forms of asbestos such as mechanical insulations, ceiling tiles, floor tiles, ceiling textures etc. Generally, buildings constructed from 198 to 1985/86 are more likely to contain non-friable asbestos in the form of floor tiles, sheet flooring, drywall joint compound etc. Even buildings constructed much more recently may contain asbestos-containing materials ( ACM ) in the form of exterior window caulking, roofing materials, fire-stop or transite piping. Ontario Regulation ( O. Reg. ) 278/5, which replaced O. Reg. 838/9, became law on November 1, 25. This regulation governs work that disturbs or is likely to disturb ACMs in provincially regulated buildings and applies to contractors in the province of Ontario (even in a federal workplace). O. Reg. 278/5 outlines the specific procedure for identification of ACMs, protocols for their removal, the requirements for building owners and asbestos management, and the training requirements for asbestos workers. Subsequent to November 1, 27 a written asbestos management plan will be required for every building (in Ontario) with asbestos (friable and nonfriable). The only method of confirming whether materials are asbestos-containing is to sample and analyze the suspect materials. September 211 Report No (2) 18

25 PHASE I ENVIRONMENTAL SITE ASSESSMENT The Site has no buildings. ACMs are generally associated with building functions/material and, as such, ACM is not considered to be an issue of potential environmental concern Suspect PCB-Containing Materials and Equipment In Canada, The Federal Chlorobiphenyls Regulation, SOR/ prohibits polychlorinated biphenyls ( PCBs ) from being used in products, equipment, machinery, electrical transformers and capacitors which were manufactured or imported into the country after July 1, 198. However, older equipment in use after this date may still contain PCBs if the equipment s fluid has not been changed or the equipment was not decontaminated when the fluid was changed to a non-pcb-containing fluid. In general, potential PCB-containing equipment could include fluorescent, mercury and sodium vapour light ballasts, oil-filled capacitors and oil-filled transformers. No electrical transformers are present on the Site. The Site has no buildings. Therefore, the presence of building-related PCBs (switches, capacitors, fluorescent light ballasts, transformers) is not considered to be an issue of potential environmental concern. Pole-mounted transformers were noted along Leitrim Road, along north Site boundary Urea Formaldehyde Foam Insulation Urea formaldehyde foam insulation ( UFFI ) is low-density foam, which is formed by the polymerization of urea and formaldehyde liquids. The concerns with UFFI are human health and safety, and are associated with the release of gases as the UFFI cures, ages and degrades. UFFI was widely used as an insulating material until December 198 when a ban on the use of UFFI was enacted under the Hazardous Products Act ( HPA ). UFFI was commonly injected through walls by drilling injection holes, typically in roof structures, ceilings and overhangs. Except for residential properties, the HPA does not require the licensing, approval or registration of a property where UFFI has been identified. The Site has no buildings. UFFI is generally associated with building functions/material and, as such, UFFI is not considered to be an issue of potential environmental concern Lead Lead in the workplace is regulated under OHSA. As outlined in the OHSA, persons in the workplace are required to be notified of the presence of lead in the workplace. The exposure to lead in the workplace can be managed through various methods, including encapsulation and removal. Although lead-based paints were banned from use on exterior, or interior surfaces of buildings, furniture or household products in the late 197s, various commercial paints are still known to contain lead in concentrations greater than the.5 percent weight to weight of lead (e.g., road paint). The Site has no buildings. Lead is generally associated with building functions/material and, as such, lead is not considered to be an issue of potential environmental concern. September 211 Report No (2) 19

26 PHASE I ENVIRONMENTAL SITE ASSESSMENT Ozone-Depleting Substances An ozone-depleting substance ( ODS ) refers to any substance containing chlorofluorocarbon ( CFC ), hydrochlorofluorocarbon ( HCFC ), halon or any other material capable of destroying ozone in the atmosphere. ODSs have been used in rigid polyurethane foam and insulation, laminates, aerosols, air conditioners, fire extinguishers, cleaning solvents and the sterilization of medical equipment. Federal regulations introduced in 1995 required the elimination of production and import of CFCs by January 1, 1996 (subject to certain essential uses) and a freeze on the production and import of HCFC-22 by January 1, These regulations also require the complete elimination of HCFC-22 by the year 22. Since the regulations govern only the production and import of certain ODSs, they are allowed to be used in Canada, as long as there is a supply in place. Eventually the supply will run out, and the present equipment will either need to be refitted or replaced. It is understood from several air conditioning companies, that there is a sufficient supply of CFCs and HCFC-22 in Canada for at least the next several years. The federal HPA does not require the licensing, approval or registration of a property in which ODSs have been identified. However, provincial regulations require the licensing of contractors who handle ODSs through equipment servicing. The Site has no buildings. ODSs are generally associated with building functions/material and, as such, ODSs are not considered to be an issue of potential environmental concern Radon Radon gas is a product of the decay series that begins with uranium. Radon is produced directly from radium, which can be commonly found in geological units which contain black shale and/or granite. Radon gas can migrate through the ground and enter buildings through porous concrete or fractures. In open air or locations with high air circulation, radon is not considered a health problem, due to the dilution of the gas. In confined spaces (e.g., basements) it can concentrate and become a health hazard. Given that currently there are no buildings on the Site; radon is not a current issue of potential environmental concern for the Site. Some of the underlying rock types (shale) may produce radon; only actual testing of radon gas concentrations in built structures could determine if it is an actual health concern Mercury The Site has no buildings. Mercury is generally associated with building functions/material (thermostats) and, as such, mercury is not considered to be an issue of potential environmental concern Air Emissions The Site has no buildings. Air emissions are generally associated with building functions and, as such, air emissions are not considered to be an issue of potential environmental concern Mould The Site has no buildings. The presence of mould is not considered to be an issue of potential environmental concern Radioactive Materials The Site has no buildings. The presence of radioactive material would generally be related to building use, and as such, is not considered to be an issue of potential environmental concern. September 211 Report No (2) 2

27 PHASE I ENVIRONMENTAL SITE ASSESSMENT 5.3 Solid Waste Disposal Practices and/or Areas of Storage/Waste No waste was observed to be stored or generated at the Site at the time of the Site visit with the exception of some debris consisting of wood, metal, cardboard, paper bags and old plant pots were observed in the eastern part of the Site. Given the nature of the debris, their presence is not considered to be an issue of potential environmental concern; however, during the Site development the debris should be removed from the Site and properly disposed at a licensed disposal facility. 5.4 Water and Wastewater Discharges The Site currently is not connected to the municipal water supply or sewers. Municipal water supply and sewers exist on the surrounding lands. No process water is generated at the Site. A water pond is located at the eastern part of the Site. The surface water run-off is towards the drainage ditches located along Leitrim Road, Bank Road and Fenton Road and through natural soil infiltration. No water discharge concerns (stains, sheens) were identified or reported at the time of the Site visit. 5.5 Odour, Noise and Vibration No major sources of odour, noise or vibration were noted at the Site during the Site visit. 5.6 Electromagnetic Radiation Electromagnetic radiation is generally associated with high voltage power lines. No high voltage power lines were noted within 25 m of the Site. 5.7 Storage Tanks Aboveground Storage Tanks No ASTs were observed on the Site. No evidence of piping associated with former ASTs was observed during the Site visit. In addition, the Site representative is not aware of the former or current presence of any ASTs on the Site. Three (3) fuel ASTs associated with City of Ottawa s private fuel station were observed on the adjacent land east of the Site. The ASTs were installed on a concrete island and appear to be in good condition. Based on the information provided by Ecolog ERIS report these ASTs were most likely installed in 27. No evidence of spills or leaks was noted in the area of the ASTs form the publicly accessible areas. Given that the ASTs are newly installed, are equipped with a secondary containment and no evidence of spills or leaks was noted in the area of the ASTs, their presence is not considered an issue of potential environmental concern for the Site Underground Storage Tanks Based on information obtained during the Phase I ESA, no petroleum or chemical USTs are suspected to be present on the Site. No evidence (filler/vent pipes extending through walls or slabs/ground surface, no staining or any obvious odours) was observed during the Site visit to indicate the current presence or former presence of fuel or chemical USTs. In addition, the Site representative is not aware of any former or current USTs on the Site. September 211 Report No (2) 21

28 PHASE I ENVIRONMENTAL SITE ASSESSMENT USTs were reported to present on adjacent lands west and east of the Site (4549 South Creek Lace and 455 Bank Street, respectively); however, no venting pipes associated with these USTs were noted during the Site visit from the publicly accessible areas. The presence of the USTs in close proximity to the Site is considered an issue of potential environmental concern for the Site. 5.8 Storage, Handling and Disposal of Hazardous Materials There was no reported or observed storage, handling and disposal of hazardous materials at the Site. 5.9 Adjacent Land Use Based on visual observations during the Site visit, adjacent property use is for industrial, commercial and residential purposes. A summary of adjacent land use is as follows: North Residential houses north of the central part of the Site; and, Leitrim Road followed by vacant and forested lands (greenbelt) and a house northeast of the Site. South Vacant lands and Hope cemetery; Stinson and Son retail fuel outlets located on the both sides of Bank Street, approximately 25 m southeast of the Site; and, New residential subdivision. West Commercial and industrial park followed by Albion Road; and, Snow dump, approximately 5 m west of the Site. East Gloucester municipal yard with associated three (3) fuel ASTs and three (3) USTs, Leitrim Fire Station, Church and Senior Centre; Bank Street followed by ESSO gas station (approximately 3 m northeast of the Site), police station, Hydro Ottawa and a commercial building; and, Garden Centre, southeast of the Site. September 211 Report No (2) 22

29 PHASE I ENVIRONMENTAL SITE ASSESSMENT Three (3) retail fuel outlets are present between 25 and 3 m from the Site. Given the distance between the Site and the retail outlets, and the fact that these facilities are located hydraulically down-gradient or crossgradient with respect to the Site and that the Site is separated from these facilities by buildings and/or roads and underlying services, it is considered that the likelihood of subsurface impacts on the Site due to the presence of these facility is low. A snow dump is present approximately.5 km west of the Site, across Albion Road. The snow dump is separated from the Site by the industrial park and Albion Road and as such, it is considered that the potential for subsurface impacts on the Site from this facility is low. However, given the close proximity of the industrial park to the Site and that it is located hydraulically cross to up-gradient to the Site; it is considered that its presence is as a potential issue of environmental concern for the Site. As already mentioned in the previous sections of this report, the presence of the three (3) USTs on adjacent land east of the Site (Gloucester municipal yard) is considered to be an issue of potential environmental concern for the Site. September 211 Report No (2) 23

30 PHASE I ENVIRONMENTAL SITE ASSESSMENT ISSUES OF POTENTIAL ENVIRONMENTAL CONCERN Based on the information obtained during the Phase I ESA, the following issues of potential environmental concern were identified for the Site: The review of the historical information for the Site indicated that the former Gloucester landfill (ID# Gl-1) was located approximately 1.5 m west of the Site (west of Albion Road). Given the relatively close proximity of the former landfill to the Site and that the former landfill was located hydraulically cross to up-gradient with respect to the Site (inferred groundwater flow direction is towards north, northeast), it is considered that it is an issue of potential environmental concern for the Site; The review of the Ecolog ERIS report indicated that a number of waste generators, manufacturing facilities, and a private fuel outlet were located on adjacent lands west of the Site. The private fuel outlet reportedly consisted of one single wall gasoline containing UST with capacity of 9, L, installed in The UST was located at 4549 South Creek Lace (TP Crawford Ltd), adjacent property west of the Site. Given that these facilities are located on adjacent lands up-gradient to cross gradient with respect to the Site, it is considered that the presence of these facilities is an issue of potential environmental concern for the Site; and, The review of the Ecolog ERIS report and the information provided by TSSA indicated that a private fuel outlet associated with the Gloucester City Works Yard is located on adjacent land east of the Site (455 Bank Street). According to the information provided by Ecolog ERIS report, three (3) fuel containing single wall USTs with capacity of 22,7 L each were installed on this facility in In addition, it was indicated that three (3) fuel ASTs installed in 27 which were also observed at the time of the Site visit are present on the Gloucester City Works Yard. The presence of the single wall fuel USTs in close proximity to the Site is considered to be an issue of potential environmental concern for the Site. In addition, it was noted during the Site visit that the lands occupied by the Gloucester City Works Yard are above the grade of the east part of the Site and the local slope in this area is from east downwards to the west increasing the potential for subsurface migration of contamination (if present) from the adjacent land (Gloucester City Works Yard) east of the Site to the Site. September 211 Report No (2) 24

31 PHASE I ENVIRONMENTAL SITE ASSESSMENT 6. LIMITATIONS AND USE OF REPORT This report was prepared for the exclusive use of Tartan Land Corporation, and is intended to provide Tartan Land Corporation with an assessment of the current environmental conditions at the Site located at 457 Bank Street in Ottawa, Ontario. Any use which a third party makes of this report, or any reliance on or decisions to be made based on it, are the responsibility of the third parties. Should additional parties require reliance on this report, written authorization from Golder Associates will be required. No assurance is made regarding the accuracy and completeness of these data. Golder Associates disclaims responsibility for consequential financial effects on transactions or property values, or requirements for follow-up actions and costs. The report is based on data and information collected during the Phase I ESA of the Site conducted by Golder Associates. It is based solely on the conditions on the Site encountered at the time of the Site visit on September 14, 211 supplemented by a review of historical information and data obtained by Golder Associates as described in this report, and discussion with a representative of the owner/occupant, as reported herein. No soil, water, liquid, gas, mould, product or chemical sampling and analytical testing at or in the vicinity of the Site were conducted as part of this assessment. In evaluating the property, Golder Associates has relied in good faith on information provided by other individuals noted in this report. We assumed that the information provided is factual and accurate. We accept no responsibility for any deficiency, misstatement or inaccuracy contained in this report as a result of omissions, misinterpretations or fraudulent acts of persons interviewed or contacted. If new information is discovered during future work, including but not limited to, Site assessment, excavations, borings or other studies, Golder Associates should be requested to re-evaluate the conclusions presented in this report and to provide amendments as required. September 211 Report No (2) 25

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35 PHASE I ENVIRONMENTAL SITE ASSESSMENT APPENDIX A Site Photographs September 211 Report No (2)

36 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 1: View of the west Site boundary looking south. Photograph 2: View of the central part of the Site looking east. September 211 Project No (2) 1/8

37 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 3: View of the north Site boundary along Leitrim Road looking east. Photograph 4: View of the east Site boundary along Bank Street looking south. September 211 Project No (2) 2/8

38 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 5: View of the central part of the Site looking northeast. Gloucester City Works yard is visible in the distance. Photograph 6: General view of the Site. September 211 Project No (2) 3/8

39 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 7: View of the adjacent lands west of the Site Photograph 8: View of the adjacent lands north of the Site. September 211 Project No (2) 4/8

40 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 9: View of the residential houses located immediately north of the central part of the Site. Photograph 1: View of the Site and the lands south of the Site looking south. September 211 Project No (2) 5/8

41 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 11: View of the northern Site boundary and the Gloucester municipal Yard located on adjacent land east of the Site. Photograph 12: View of the three fuel above ground storage tanks observed on the Gloucester municipal yard located on adjacent land east of the Site. September 211 Project No (2) 6/8

42 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 13: View of the gravel road observed in the central part of the Site. Photograph 14: View of the debris observed in the central part of the Site. September 211 Project No (2) 7/8

43 APPENDIX A Site Photographs, 457 Bank Street, Ottawa, Ontario Photograph 15: View of the debris observed in the central part of the Site. Photograph 16: View of the pond observed in the central part of the Site. N:\Active\211\ Geotechnical\ Tartan Residential Dev Ottawa\Phase I ESA\Report\Appendix A site photos doc September 211 Project No (2) 8/8

44 PHASE I ENVIRONMENTAL SITE ASSESSMENT APPENDIX B Regulatory Documentation and Ecolog ERIS Report September 211 Report No (2)

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58 Project Site: Client: Phase I ESA Southwest corner of Leitrim Road and Bank Street Ottawa, ON Maria Staneva Golder Associates Ltd. 32 Steacie Drive, Kanata Ottawa, ON K2K2A9 ERIS Project No: Report Type: Prepared By: Custom Report.25km Search Radius Matt Thompson mthompson@eris.ca Date: September 12, 211 DISCLAIMER AND COPYRIGHT NOTICE The information contained in this report has been produced by EcoLog ERIS Ltd. using various sources of information, including information provided by Federal and Provincial government departments. Although EcoLog ERIS Ltd. has endeavoured to present you with information that is accurate, EcoLog ERIS Ltd. disclaims, except as set out below, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence or otherwise, and for any consequences arising therefrom. Liability on the part of EcoLog ERIS Ltd. is limited to the monetary value paid for this report. The report applies only to the address specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. This report is solely intended to be used to focus further investigation and is not intended to replace a full Phase 1 Environmental Site Assessment. No page of this report should be used without this cover page, this disclaimer and the project property identifier. The contents of this Service are protected by copyright. Copyright in the Service is owned by EcoLog ERIS Ltd. Copyright in data obtained from private sources is owned by EcoLog ERIS Ltd. or its licensors. The Service and its contents may not be copied or reproduced in whole or in any substantial part without prior written consent of EcoLog ERIS Ltd.

59 Table of Contents Order Number: Site Name: Site : Report Type: Phase I ESA Southwest corner of Leitrim Road and Bank Street Ottawa, ON Custom Report,.25 km Search Radius Report Summary This outlines the number of records from each database that fall on the site, and within various distances from the site. Site Diagram The records that were found within a specified distance from the project property (the primary search radius) have been plotted on a diagram to provide you with a visual representation of the information available. Sites will be plotted on the diagram if there is sufficient information from the database source to determine accurate geographic coordinates. Each plotted site is marked with an acronym identifying the database in which the record was found (i.e., WDS for Waste Disposal Sites). These are referred to as "s". A variety of problems are inherent when attempting to associate various government or private source records with locations. EcoLog ERIS has attempted to make the best fit possible between the available data and their positions on the site diagram. Section i ii Site Profile This table describes the records that relate directly to the property that is being researched. Detail Report This section represents information, by database, for the records found within the primary search radius. Listed at the end of each database are the sites that could not be plotted on the locator diagram because of insufficient address information. These records will not have map keys. They have been included because they may be found to be relevant during a more detailed investigation. Borehole Certificates of Approval Commercial Fuel Oil Tanks Compliance and Convictions Environmental Registry ERIS Historical Searches Fuel Storage Tank Ontario Regulation 347 Waste Generators Summary Mineral Occurrences National Environmental Emergencies System (NEES) National PCB Inventory Inventory of PCB Storage Sites Pesticide Register Private and Retail Fuel Storage Tanks Retail Fuel Storage Tanks Scott's Manufacturing Directory Ontario Spills Water Well Information System iii iv Page Appendix: Database Descriptions

60 Report Summary Order Number: Site Name: Site : Report Type: Phase I ESA Southwest corner of Leitrim Road and Bank Street Ottawa, ON Custom Report,.25 km Search Radius Number of Mappable Records Surrounding the Site Database Selected On-site Within.25.25km to.25km Total AAGR Abandoned Aggregate Inventory Y AGR Aggregate Inventory Y AMIS Abandoned Mine Information System Y ANDR Anderson's Waste Disposal Sites Y AUWR Automobile Wrecking & Supplies Y BORE Borehole Y CA Certificates of Approval Y 7 7 CFOT Commercial Fuel Oil Tanks Y 1 1 CHEM Chemical Register Y COAL Coal Gasification Plants Y CONV Compliance and Convictions Y DRL Drill Hole Database Y EBR Environmental Registry Y 4 4 EEM Environmental Effects Monitoring Y EHS ERIS Historical Searches Y 5 5 EIIS Environmental Issues Information System Y FCON Federal Convictions Y FCS Contaminated Sites on Federal Land Y FOFT Fisheries & Oceans Fuel Storage Tanks Y FST Fuel Storage Tank Y 2 2 GEN Ontario Regulation 347 Waste Generators Summary Y IAFT Indian & Northern Affairs Fuel Tanks Y MINE Canadian Mine Locations Y MNR Mineral Occurrences Y NATE National Analysis of Trends in Emergencies System (NATES) Y NCPL Non-Compliance Reports Y NDFT National Defence & Canadian Forces Fuel Storage Tanks Y NDSP National Defence & Canadian Forces Spills Y NDWD National Defence & Canadian Forces Waste Disposal Sites Y NEES National Environmental Emergencies System (NEES) Y NPCB National PCB Inventory Y 3 3 NPRI National Pollutant Release Inventory Y OGW Oil and Gas Wells Y OOGW Ontario Oil and Gas Wells Y OPCB Inventory of PCB Storage Sites Y 5 5 PAP Canadian Pulp and Paper Y PCFT Parks Canada Fuel Storage Tanks Y PES Pesticide Register Y 3 3 PRT Private and Retail Fuel Storage Tanks Y 6 6 REC Ontario Regulation 347 Waste Receivers Summary Y RSC Record of Site Condition Y RST Retail Fuel Storage Tanks Y 1 1 Section i

61 Report Summary Order Number: Site Name: Site : Report Type: Phase I ESA Southwest corner of Leitrim Road and Bank Street Ottawa, ON Custom Report,.25 km Search Radius Database Selected On-site Within.25.25km to.25km Total SCT Scott's Manufacturing Directory Y SPL Ontario Spills Y 3 3 SRDS Wastewater Discharger Registration Database Y TANK Anderson's Storage Tanks Y TCFT Transport Canada Fuel Storage Tanks Y WDS Waste Disposal Sites - MOE CA Inventory Y WDSH Waste Disposal Sites - MOE 1991 Historical Approval Inventory Y WWIS Water Well Information System Y TOTAL The databases chosen by the client as per the submitted order form are denoted in the 'Selected' column in the above table. Counts have been provided outside the primary buffer area for cursory examination only. These records have not been examined or verified, therefore, they are subject to change. Section i

62 SITE DIAGRAM.31 Kilometers Points of Interest Rail Chimney Silo 12 Concorde Pl, Suite 8 North York, ON M3C 4J Project Property: ERIS Project #: Project Property Database Location Pipe & Transmission Lines Pipeline Transmission Line Transformer Station Date: Transmission Tower Railway - Main Railway - Sidetrack Railway - Abandoned Bridge Tunnel Transportation - Other Embankment Phase I ESA Southwest corner of Leitrim Road and Bank Street Ottawa, ON SEP LEGEND Landuse Classifications Open Area Residential Commercial Resource and Industrial Government and Institutional Parks and Recreational Waterbody Recreation Golf Course/Driving Range Vegetation Park/Sports Field Other Recreation Area Sports/Race Track Cemetery Campground Wooded Area Orchard FENTON FENTON RD RD SCT 9 to to 1 1 GEN to to WWIS-36 GEN-24 GEN to to SCT 1 to to 2 SCT to to SCT 4 to to 6 EHS-5 SOUTHCLARK SOUTHCLARK SOUTHCLARK SOUTHCLARK SOUTHCLARK SOUTHCLARK SOUTHCLARK SOUTHCLARK SOUTHCLARK PL PL PL PL PL PL PL PL PL EBR-4 BORE-12 EHS-3 GEN to to SCT 7 to to 8 GEN-34 WWIS-35 SCT-3 EHS-4 SCT to to GEN to to WWIS-39 WWIS-4 GEN 4 4 to to SCT to to PRT-6 GEN 5 5 to to WWIS-31 WWIS-37 WWIS-18 WWIS-26 WWIS-38 WWIS-15 WWIS-25 WWIS-1 BORE-1 BORE-3 WWIS-3 WWIS-8 WWIS-7 BORE-4 WWIS-13 WWIS-9 WWIS-21 WWIS-16 BORE-11 LEITRIM LEITRIM RD RD BORE-2 WWIS-2 MNR-1 SPL-1 BORE 5 to to 6 GEN 1 to to 3 GEN 7 to to 8 BORE-8 WWIS-14 WWIS-2 WWIS-4 CA-1 OPCB 1 to to 5 CA 2 to to 3 WWIS-5 WWIS-12 NPCB 1 to to 3 GEN 4 to to 6 EBR-1 GEN 9 to to PRT-1 EHS 1 to to 2 BORE-7 WWIS-22 WWIS-6 FST 1 to to 5 WWIS-17 WWIS-11 GEN-14 WWIS-23 WWIS-1 PES 1 to to 3 CA 4 to to 6 BANK BANK BANK BANK BANK BANK BANK BANK BANK ST ST ST ST ST ST ST ST ST BORE-9 WWIS-24 WWIS-19 GEN to to WWIS-3 WWIS-27 EBR 2 to to 3 CA-7 WWIS-28 BORE-14 WWIS-33 BORE-1 GEN-18 GEN to to 2 2 WWIS-34 PRT 2 to to 5 WWIS-29 FST 6 to to FST to to CFOT-1 RST-1 GEN to to WWIS-32 SPL-2 BORE-13 Trail Runway Hydrographic Features Permanent Waterway Vineyard Industrial Resources Conveyor Crane: Moveable WWIS-41 GEN to to 55SPL-3 SPL-3 FST to to 2 2 BORE-16 BORE-15 Intermittent Waterway Ü Crane: Stationary Open Reservoir Tank Dyke/Levee Rock Cut Dam Auto Wrecker Breakwall Lumber Yard Wetland Pit This diagram is to be used solely for relative street location purposes. It may not accurately portray street or site positions. Section ii

63 Site Report Order Number: Site Name: Site : Report Type: Phase I ESA Southwest corner of Leitrim Road and Bank Street Ottawa, ON Custom Report,.25 km Search Radius FOR COMPLETE INFORMATION, REFER TO DETAIL REPORT Water Well Information System Name City Postal Code WWIS-8 lot 16 con 4 WWIS-9 lot 16 con 4 WWIS-13 lot 16 con 4 WWIS-16 lot 16 con 4 WWIS-19 lot 16 con 4 WWIS-21 lot 16 con 4 WWIS-25 lot 16 con 4 WWIS-26 lot 16 con 4 WWIS-31 lot 16 con 4 WWIS-35 lot 16 con 4 Mineral Occurrences Name City Postal Code MNR-1 LEITRIM Section iii

64 Detail Report Order Number: Site Name: Site : Report Type: Phase I ESA Southwest corner of Leitrim Road and Bank Street Ottawa ON Custom Report,.25 km Search Radius If information is required for sites located beyond the selected address, please contact your ERIS representative. Borehole Certificates of Approval Commercial Fuel Oil Tanks Compliance and Convictions Environmental Registry ERIS Historical Searches Fuel Storage Tank Ontario Regulation 347 Waste Generators Summary Mineral Occurrences National Environmental Emergencies System (NEES) National PCB Inventory Inventory of PCB Storage Sites Pesticide Register Private and Retail Fuel Storage Tanks Retail Fuel Storage Tanks Scott's Manufacturing Directory Ontario Spills Water Well Information System Section iv

65 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): 98 Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc LIMESTONE. GREY LIMESTONE. BLUE LIMESTONE. GREY ROCK. SEISMIC VELOCITY = 12.. BEDROCK. GREY,SOUND,ST SOIL. Page 1 of Borehole Page 1 of Detail Report

66 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc SOIL. BLACK CLAY. BLUE SAND. GREY SLATE. 86EY ROCK. SEISMIC VELOCITY = 12.. BEDROCK. GREY,SOUND Page 2 of Borehole Page 2 of Detail Report

67 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): 96 Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): 97.5 Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc CLAY. GREY LIMESTONE. GREY SANDSTONE. GREY. 725GREY ROCK. SEISMIC VELOCITY = 12.. BEDROCK. Page 3 of Borehole Page 3 of Detail Report

68 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): 97.5 Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level:.3 Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc TILL BEDROCK. CK. WATER STABLE AT 319. FEET.STONE. GREY ROCK. SEISMIC VELOCITY = Page 4 of Borehole Page 4 of Detail Report

69 Borehole Borehole ID Type Use BORE Borehole Geotechnical/Geological Investigation Status: Drill Method: Hollow stem auger UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): 4.4 Primary Name: BH 2 Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc Grey Compact Sand With: Si Trace: Gr Asphalt Grey Crushed Stone FILL Brown Fill-Misc Sand - Gravel With: Cob Brown to Grey Compact sand silt Trace: Gr Grey Compact Silt - Sand Page 5 of Borehole Page 5 of Detail Report

70 Borehole Borehole ID Type Use BORE Borehole Geotechnical/Geological Investigation Status: Drill Method: Hollow stem auger UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): 5.2 Primary Name: BH 1 Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc Asphalt Brown-Grey Crushed Stone FILL Brown Loose Fill-Misc Sand - Gravel Trace: Si Dark Brown Topsoil Silt Brown to Grey Compact sand silt Trace: Gr Grey Compact Silt - Sand Grey sand silt Grey Compact Till sand silt With: Gr Trace: Cl Grey Compact Sand With: Si Trace: Gr Page 6 of Borehole Page 6 of Detail Report

71 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): 9.8 Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc CLAY SAND SHALE. BLACK. 31. SLATE. 86EY ROCK. SEISMIC VELOCITY = 12. Page 7 of Borehole Page 7 of Detail Report

72 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc CLAY. BLUE SLATE. BLUE. GREY. 78E. 86EY ROCK. SEISMIC VELOCITY = 12 Page 8 of Borehole Page 8 of Detail Report

73 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): 13.1 Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc CLAY LIMESTONE. 4Y. SANDSTONE. GREY. 725GREY ROCK. SEISMIC VELOCITY = Page 9 of Borehole Page 9 of Detail Report

74 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: 4.9 Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc STONES. LOOSE BEDROCK. WATER STABLE AT 319. FEET.STONE. GREY ROCK. SEISMIC VELOCITY = 12. Page 1 of Borehole Page 1 of Detail Report

75 Borehole Borehole ID Type Use BORE Borehole Geotechnical/Geological Investigation Status: Drill Method: Hollow stem auger UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): 4.6 Primary Name: BH.6 Township: Concession: Lot: Municipality Completion Date: Static Water Level:.3 Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc Dark Brown Topsoil Silt Grey-Brown Stiff to Very Stiff Weathered Crust Silty Clay With: Sa Dark Grey to Grey Very Loose to Loose Silt With: Sa Trace: Gr Grey Compact Till sand silt With: Cl W Gr Occasional: Blds Page 11 of Borehole Page 11 of Detail Report

76 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc UNSPECIFIED. SEISMIC VELOCITY = 64. BEDROCK. SEISMIC VELOCITY = 12.. BEDROCK. GREY,SOUND,STRATIFIED UNSPECIFIED. SEISMIC VELOCITY = 13. Page 12 of Borehole Page 12 of Detail Report

77 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc SHALE. BLACK UNSPECIFIED. SEISMIC VELOCITY = 64. BEDROCK. SEISMIC VELOCITY = SHALE. Page 13 of Borehole Page 13 of Detail Report

78 Borehole Borehole ID Type Use BORE Borehole Status: Drill Method: UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): Primary Name: Township: Concession: Lot: Municipality Completion Date: Static Water Level: 3.4 Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc TILL BEDROCK. CK. WATER STABLE AT 319. FEET.STONE. GREY ROCK. SEISMIC VELOCITY = Page 14 of Borehole Page 14 of Detail Report

79 Borehole Borehole ID Type Use BORE Borehole Geotechnical/Geological Investigation Status: Drill Method: Hollow stem auger UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): 94.5 Total Depth(m): 4.2 Primary Name: BH.5 Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc Dark Grey Topsoil clay silt Grey-Brown Very Stiff clay silt Grey Loose to Compact Silt Grey Compact to Very Dense Till Silt - Sand With: Cl W Gr Occasional: Blds Page 15 of Borehole Page 15 of Detail Report

80 Borehole Borehole ID Type Use BORE Borehole Geotechnical/Geological Investigation Status: Drill Method: Hollow stem auger UTM Zone: 18 Easting: Northing: Location Accuracy: Orig. Ground Elevation(m): Elev. Reliability Note: DEM Ground Elevation(m): Total Depth(m): 2.2 Primary Name: BH.4 Township: Concession: Lot: Municipality Completion Date: Static Water Level: Primary Water Use: Secondary Water Use: Location Description: Geology Stratum ID Top Depth(m) Bottom Depth(m) Stratum Desc Brown sand silt Trace: Gr Brown to Grey Loose to Compact Till sand silt With: Cl W Gr Occasional: Blds Page 16 of Borehole Page 16 of Detail Report

81 Certificates of Approval Certificate # Application Year Issue Date Approval Type Status Application Type CA-1 City of Ottawa 4561 Bank St Ottawa 21-7JZLHK 28 1/2/28 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Air sapproved s s CA-2 Hydro Ottawa Limited 4565 Bank Street Ottawa 22-6FSLF7 25 9/6/25 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Air sapproved s s CA-3 Hydro Ottawa Limited 4565 Bank St Ottawa B5R3R 211 4/5/211 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Air sapproved s s CA-4 The Ottawa Rotary Club for Crippled Children 4637 Bank St formerly 4635 Bank Street Ottawa 377-7GFQTB Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: 28 7/14/28 Municipal and Private Sewage Works sapproved s s Page 1 of Certificates of Approval Page 17 of Detail Report

82 Certificates of Approval Certificate # Application Year Issue Date Approval Type Status Application Type CA-5 The Ottawa Rotary Club for Crippled Children 4637 Bank St formerly 4635 Bank Street Ottawa 439-7HXPK6 28 8/28/28 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal and Private Sewage Works sapproved s s CA-6 The Ottawa Rotary Home 4637 Bank St formerly 4635 Bank Street Ottawa 175-7GNMAR Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: 28 8/14/28 Air sapproved s s CA-7 The Roman Catholic Episcopal Corporation of Ottawa 466 Bank St Gloucester Ottawa VNMT 21 4/28/21 Air sapproved s s Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a THE ROMAN CATHOLIC EPISCOPAL CORP.OTTAWA HOPE CEMETERY GLOUCESTER CITY /26/1988 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Industrial air CREMATOR Nitrogen Oxides, Suspended Particulate Matter No Controls sapproved s s Page 2 of Certificates of Approval Page 18 of Detail Report

83 Certificates of Approval Certificate # Application Year Issue Date Approval Type Status Application Type n/a OSSORY CANADA INC. PRIVATE BLDG. BANK ST. OTTAWA CITY /23/1987 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal sewage sapproved s s n/a MACDONALD DEVELOPMENT CORP.-PLAZA EASEMENT-BANK STREET OTTAWA CITY /19/1986 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal sewage sapproved s s n/a MACDONALD DEVELOPMENT CORP. BANK ST. OTTAWA CITY /28/1988 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal sewage sapproved s s n/a THE DOUGLAS MACDONALD DEV. CORP. COMMERCIAL PLAZA BANK STREET OTTAWA CITY /28/1986 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal water sapproved s s Page 3 of Certificates of Approval Page 19 of Detail Report

84 Certificates of Approval Certificate # Application Year Issue Date Approval Type Status Application Type n/a BANK STREET MAZDA SITE RD. BANK ST. GLOUCESTER CITY /9/1988 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal water sapproved s s n/a CITY OF OTTAWA - GLOUCESTER ST. GLOUCESTER/LYON/BANK STS. OTTAWA CITY /16/199 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal water sapproved s s n/a CITY BANK ST. GLOUCESTER CITY /1/85 Municipal sewage sapproved s s Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a Visser Manufacturing Ltd. Ottawa 71-7Y5Q6Y 29 12/15/29 Air sapproved s s Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Page 4 of Certificates of Approval Page 2 of Detail Report

85 Certificates of Approval Certificate # Application Year Issue Date Approval Type Status Application Type n/a City of Ottawa Parts of Leitrim Road, Gilligan Road and Quinn Rd Ottawa UPM4 21 3/24/21 Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Municipal and Private Sewage Works sapproved s s n/a City of Ottawa Leitrim Road at Bank Street Ottawa 289-5KJLPZ 23 3/19/23 Municipal and Private Sewage Works sapproved s s Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a W. O. Stinson & Son Limited Ottawa VSZY 27 12/28/27 Industrial Sewage Works sapproved s s Client Name: Client : Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Page 5 of Certificates of Approval Page 21 of Detail Report

86 Commercial Fuel Oil Tanks Registration No. Licence No. Tank Size Year Installed Tank Material CFOT-1 W.O. Stinson & Son Ltd Bank St. GLOUCESTER K1T 3W L Distributor: Contact Name: Contact : Contact 2: Contact City: Comments: W.O. Stinson & Son Ltd Bank St Glouchester 1991 ssteel Page 1 of Commercial Fuel Oil Tanks Page 22 of Detail Report

87 Compliance and Convictions File No. Crown Brief No. Ministry District Region n/a Taggart Construction Limited Bank Street South Ottawa 153 Description: On December 3, 29, Taggart Construction Limited pleaded guilty to one violation under the Ontario Water Resources Act for failing to comply with a Provincial Officer Order to submit weekly water taking records showing daily water taking volumes. The company was contracted to install municipal services for the Findlay Creek Subdivision located on Bank Street in South Ottawa. A ministry inspection of the construction site in the fall of 27 revealed concerns with water taking activities and a Provincial Officer Order was issued. One of the requirements of the Order, related to keeping accurate water taking records and submitting them to the ministry, was not complied with. The company was charged following an investigation by the ministry s Investigations and Enforcement Branch and was fined $5, plus victim fine surcharge. The company was given 3 days to pay the fine. Date Charged Fine Act/Regulation/Section Charge Disposition December 3, $5, Provincial Officer Order fine, victim fine surcharge Page 1 of Compliance and Convictions Page 23 of Detail Report

88 Environmental Registry Year EBR Registry No. Ministry Ref. No. Type EBR-1 Hydro Ottawa Limited 4565 Bank Street Ottawa K1T 3W6 29 Instrument Type: Proposal Date: Location: Proponent : s9498-7rbpg7 sinstrument Proposal (EPA s. 9) - Approval for discharge into the natural environment other than water (i.e. Air) April 27, Bank Street Ottawa K1T 3W6 325 Albion Road North Ottawa Ontario Canada K1G 3S4 EBR-2 The Roman Catholic Episcopal Corporation of Ottawa 466 Bank Street Ottawa K1T 3W7 29 Instrument Type: Proposal Date: Location: Proponent : s3272-7xanpl sinstrument Proposal (EPA s. 9) - Approval for discharge into the natural environment other than water (i.e. Air) November 16, Bank Street Ottawa K1T 3W Kilborn place Ottawa Ontario Canada K1H 6K9 EBR-3 The Roman Catholic Episcopal Corporation of Ottawa 466 Bank Street Ottawa K1T 3W7 28 Instrument Type: Proposal Date: Location: Proponent : s8693-7celtn sinstrument Proposal (EPA s. 9) - Approval for discharge into the natural environment other than water (i.e. Air) April 15, Bank Street Ottawa K1T 3W Kilborn Place Ottawa Ontario Canada K1H 6K9 EBR-4 Visser Manufacturing Ltd. Lot:Part 16 Concession:4 Ottawa K1T 3V1 28 Instrument Type: Proposal Date: Location: Proponent : s2588-7jlr94 sinstrument Proposal (EPA s. 9) - Approval for discharge into the natural environment other than water (i.e. Air) October 9, 28 Ottawa K1T 3V1 Lot:Part 16 Concession: Southclark Place Ottawa Ontario Canada K1T 3V1 n/a Ducks Unlimited Canada Part of Lot 17, Concession 5 Ottawa 25 Instrument Type: Proposal Date: Location: IA5E587 Proponent : ser b9m6t Permit to take water - OWRA s. 34 sinstrument Decision Part of Lot 17, Concession 5, geographic Township of Rideau, City of Ottawa.TOWNSHIP OF RIDEAU LAKES Norris Court Kingston Ontario K7P 2R9 n/a Findlay Creek Properties & Ontario Ltd. Lot 17, 18, 19 & 2, Concession IV Ottawa 21 Instrument Type: Proposal Date: Location: Proponent : s28-87kk7c sinstrument Proposal (OWRA s. 34) - Permit to take water July 21, 21 Lot 17, 18, 19 & 2, Concession IV, Township of Gloucester, City of Ottawa 237 Somerset Street West Ottawa Ontario Canada K2P J3 Page 1 of Environmental Registry Page 24 of Detail Report

89 Environmental Registry Year EBR Registry No. Ministry Ref. No. Type n/a Claridge Homes (Leitrim) Inc. Lot: Part of 17, 18, 19 & 2, Concession: V Ottawa 21 Instrument Type: Proposal Date: Location: Proponent : s2138-8aum2f sinstrument Proposal (OWRA s. 34) - Permit to take water November 5, 21 Lot: Part of 17, 18, 19 & 2, Concession: V, Ottawa, City Gladstone avenue Ottawa Ontario Canada K2P Y6 n/a City of Ottawa - Fleet Services 951 Clyde Ave, 322 Leitrim Rd, 1159 Moodie Dr Ottawa 211 Instrument Type: Proposal Date: Location: Proponent : ssr sinstrument Proposal (Liquid Fuels Handling Code) - Liquid Fuels Handling Code Section February 25, Clyde Ave, Ottawa, 322 Leitrim Rd., Ottawa, 1159 Moodie Dr., Ottawa 2799 Swansea Crescent Ottawa Ontario Canada K1G 5X5 Page 2 of Environmental Registry Page 25 of Detail Report

90 Private Source Database ERIS Historical Searches Order No. Report Date Report Type Search Radius (km) EHS Bank Street n/a K1T 3W w s4/4/26 sonline Mapless s.25 s Addit. Info Ordered: EHS Highway 31 Road n/a w s4/4/26 sonline Mapless s.25 s Addit. Info Ordered: EHS Fenton Road Ottawa s1/3/27 scan - Custom Report s.25 s Addit. Info Ordered: Fire Insur. Maps And /or Site Plans EHS Fenton Road Gloucester 2514 s5/15/ scomplete Report s.6 s Addit. Info Ordered: EHS Southclarke Rd Ottawa s1/14/4 scustom Report s.25 s Addit. Info Ordered: n/a Bank St Ottawa s5/5/26 scustom Report s.25 s Addit. Info Ordered: Page 1 of ERIS Historical Searches Page 26 of Detail Report

91 Fuel Storage Tank License Issue Date Tank Status Tank Status As Of Operation Type Facility Type FST-1 CITY OF OTTAWA ATTN ACCOUNTS PAYABLE BANK ST GLOUCESTER K1G 3V5 June 21 Private Fuel Outlet FS PRIVATE FUEL OUTLET - SELF SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Painted Painted Painted Liquid Fuel Double Wall AST - Diesel Liquid Fuel Double Wall AST - Gasoline Liquid Fuel Double Wall AST - Diesel FST-2 CITY OF OTTAWA ATTN ACCOUNTS PAYABLE BANK ST GLOUCESTER K1G 3V5 June 211 Private Fuel Outlet FS PRIVATE FUEL OUTLET - SELF SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Painted Painted Painted Liquid Fuel Double Wall AST - Gasoline Liquid Fuel Double Wall AST - Diesel Liquid Fuel Double Wall AST - Diesel FST-3 CITY OF OTTAWA ATTN ACCOUNTS PAYABLE BANK ST GLOUCESTER 8/16/1993 Licensed December 28 Private Fuel Outlet Gasoline Station - Self Serve Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Liquid Fuel Double Wall AST - Gasoline Liquid Fuel Double Wall AST - Diesel Liquid Fuel Double Wall AST - Diesel Page 1 of Fuel Storage Tank Page 27 of Detail Report

92 Fuel Storage Tank License Issue Date Tank Status Tank Status As Of Operation Type Facility Type FST-4 CITY OF OTTAWA ATTN ACCOUNTS PAYABLE BANK ST GLOUCESTER K1G 3V5 January 21 Private Fuel Outlet FS PRIVATE FUEL OUTLET - SELF SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Painted Painted Painted Liquid Fuel Double Wall AST - Diesel Liquid Fuel Double Wall AST - Gasoline Liquid Fuel Double Wall AST - Diesel FST-5 CITY OF OTTAWA ATTN ACCOUNTS PAYABLE BANK ST GLOUCESTER 8/16/1993 Licensed August 27 Private Fuel Outlet Gasoline Station - Self Serve Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Diesel FST-6 W O STINSON & SONS LTD 4726 BANK ST GLOUCESTER K1T 3W7 June 211 Retail Fuel Outlet FS GASOLINE STATION - CARD/KEYLOCK Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Fiberglass Double Wall UST - Diesel Active Fiberglass Double Wall UST - Gasoline Active Fiberglass Double Wall UST - Diesel Active Fiberglass Double Wall UST - Gasoline Active Fiberglass Double Wall UST - Gasoline Page 2 of Fuel Storage Tank Page 28 of Detail Report

93 Fuel Storage Tank License Issue Date Tank Status Tank Status As Of Operation Type Facility Type FST-7 W O STINSON & SONS LTD 4726 BANK ST GLOUCESTER K1T 3W7 January 21 Retail Fuel Outlet FS GASOLINE STATION - CARD/KEYLOCK Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Fiberglass Fiberglass Fiberglass Fiberglass Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Gasoline FST-8 W O STINSON & SON LTD* 4726 BANK ST GLOUCESTER K1T 3W7 January 21 Retail Fuel Outlet FS GASOLINE STATION - SELF SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Sacrificial anode Sacrificial anode Sacrificial anode Sacrificial anode Liquid Fuel Single Wall UST - Diesel Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Diesel FST-9 W.O. STINSON & SONS LTD 4726 BANK ST GLOUCESTER K1T 3W7 9/27/22 Licensed August 27 Retail Fuel Outlet Gasoline Station - Card/Keylock Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Active Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Diesel Page 3 of Fuel Storage Tank Page 29 of Detail Report

94 Fuel Storage Tank License Issue Date Tank Status Tank Status As Of Operation Type Facility Type FST-1 W O STINSON & SON LTD* 4726 BANK ST GLOUCESTER K1T 3W7 June 211 Retail Fuel Outlet FS GASOLINE STATION - SELF SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Active Active Sacrificial anode Sacrificial anode Sacrificial anode Sacrificial anode Sacrificial anode Sacrificial anode Liquid Fuel Single Wall UST - Diesel Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Diesel Liquid Fuel Single Wall UST - Gasoline FST-11 W O STINSON & SON LTD* 4726 BANK ST GLOUCESTER K1T 3W7 June 21 Retail Fuel Outlet FS GASOLINE STATION - SELF SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Sacrificial anode Sacrificial anode Sacrificial anode Sacrificial anode Liquid Fuel Single Wall UST - Diesel Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Diesel FST-12 W O STINSON & SONS LTD 4726 BANK ST GLOUCESTER K1T 3W7 June 21 Retail Fuel Outlet FS GASOLINE STATION - CARD/KEYLOCK Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Fiberglass Fiberglass Fiberglass Fiberglass Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Gasoline Page 4 of Fuel Storage Tank Page 3 of Detail Report

95 Fuel Storage Tank License Issue Date Tank Status Tank Status As Of Operation Type Facility Type FST-13 W O STINSON & SONS LTD 4726 BANK ST GLOUCESTER K1T 3W7 9/27/22 Licensed December 28 Retail Fuel Outlet Gasoline Station - Card/Keylock Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Active Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Diesel FST-14 W O STINSON & SON LTD* 4727 BANK ST GLOUCESTER K1T 3W7 June 21 Retail Fuel Outlet FS GASOLINE STATION - FULL SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Sacrificial anode Fiberglass Fiberglass Liquid Fuel Single Wall UST - Other Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Gasoline FST-15 W O STINSON & SON LTD* 4727 BANK ST GLOUCESTER K1T 3W7 January 21 Retail Fuel Outlet FS GASOLINE STATION - FULL SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Sacrificial anode Fiberglass Fiberglass Liquid Fuel Single Wall UST - Other Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Gasoline Page 5 of Fuel Storage Tank Page 31 of Detail Report

96 Fuel Storage Tank License Issue Date Tank Status Tank Status As Of Operation Type Facility Type FST-16 W O STINSON & SON LTD* 4727 BANK ST GLOUCESTER K1T 3W7 9/3/22 Licensed December 28 Retail Fuel Outlet Gasoline Station - Full Serve Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Active Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Diesel Tank UST and Piping System (Conversion Only) - Diesel Tank UST and Piping System (Conversion Only) - Gasoline FST-17 W O STINSON & SON LTD* 4727 BANK ST GLOUCESTER K1T 3W7 9/3/22 Licensed August 27 Retail Fuel Outlet Gasoline Station - Full Serve Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Removed Removed Removed Removed Removed Removed Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Gasoline Liquid Fuel Single Wall UST - Diesel Liquid Fuel Single Wall UST - Diesel Liquid Fuel Single Wall UST - Gasoline FST-18 W O STINSON & SON LTD* 4727 BANK ST GLOUCESTER K1T 3W7 June 211 Retail Fuel Outlet FS GASOLINE STATION - FULL SERVE Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Active Active Active Sacrificial anode Fiberglass Fiberglass Fiberglass Liquid Fuel Single Wall UST - Other Liquid Fuel Double Wall UST - Gasoline Liquid Fuel Double Wall UST - Diesel Liquid Fuel Double Wall UST - Gasoline Page 6 of Fuel Storage Tank Page 32 of Detail Report

97 Fuel Storage Tank License Issue Date Tank Status Tank Status As Of Operation Type Facility Type FST-19 TP CRAWFORD LTD 4549 SOUTH CREEK PL GLOUCESTER 6/4/199 Licensed August 27 Private Fuel Outlet Gasoline Station - Self Serve Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Liquid Fuel Single Wall UST - Gasoline FST-2 TP CRAWFORD LTD 4549 SOUTH CREEK PL GLOUCESTER 6/4/199 Licensed December 28 Private Fuel Outlet Gasoline Station - Self Serve Status Capacity (L) Year of Installation Corrosion Protection Tank Fuel Type Active Liquid Fuel Single Wall UST - Gasoline Page 7 of Fuel Storage Tank Page 33 of Detail Report

98 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-1 CITY OF OTTAWA 322 LEITRIM ROAD GLOUCESTER K1T 3T Other Local Municipal and Regional Public Administration s 221 LIGHT FUELS Generator #: Approval Yrs: ON GEN-2 CITY OF OTTAWA 322 LEITRIM RD OTTAWA K1T 3Z Generator #: Approval Yrs: Facilities Support Services ON ,8 s 251 OIL SKIMMINGS & SLUDGES GEN-3 CITY OF OTTAWA PROGRAM PROPERTIES 322 LEITRIM RD OTTAWA K1T 3Z4 Generator #: Approval Yrs: ON As of Oct 21 s 251 Waste oils/sludges (petroleum based) GEN-4 GLOUCESTER, CORP. OF THE CITY OF BANK STREET C/O 14 BLAIR PLACE BOX 8333 GLOUCESTER K1G 3V Generator #: Approval Yrs: REC./CULTURE ADMIN. ON ,93,94,95,96,97 s PETROLEUM DISTILLATES LIGHT FUELS HALOGENATED SOLVENTS 251 OIL SKIMMINGS & SLUDGES 252 WASTE OILS & LUBRICANTS GEN-5 GLOUCESTER, CORPORATION OF THE CITY OF 455 BANK STREET GLOUCESTER K1G 3V Generator #: Approval Yrs: REC./CULTURE ADMIN. ON s PETROLEUM DISTILLATES LIGHT FUELS HALOGENATED SOLVENTS 251 OIL SKIMMINGS & SLUDGES 252 WASTE OILS & LUBRICANTS GEN-6 PHARMACON RESEARCH INC. 455A BANK STREET GLOUCESTER K1T 3W Generator #: Approval Yrs: PHARM./MEDICAL IND. ON ,,1,2,3,4 s INORGANIC LABORATORY CHEMICALS AROMATIC SOLVENTS ALIPHATIC SOLVENTS 241 HALOGENATED SOLVENTS 252 WASTE OILS & LUBRICANTS 261 PHARMACEUTICALS 263 ORGANIC LABORATORY CHEMICALS Page 1 of Ontario Regulation 347 Waste Generators Summary Page 34 of Detail Report

99 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-7 CITY OF OTTAWA 328 LEITRIM RD OTTAWA K1T 3Z Generator #: Approval Yrs: Facilities Support Services ON ,8 s 251 OIL SKIMMINGS & SLUDGES GEN-8 CITY OF OTTAWA PROGRAM PROPERTIES 328 LEITRIM RD OTTAWA K1T 3Z4 Generator #: Approval Yrs: ON As of Oct 21 s 251 Waste oils/sludges (petroleum based) GEN-9 Hydro Ottawa Ltd BANK STREET GLOUCESTER K1T 3W6 Generator #: Approval Yrs: ON4838 As of Oct 21 s Acid solutions - containing heavy metals Alkaline slutions - containing heavy metals Wastes from the use of pigments, coatings and paints Other specified inorganic sludges, slurries or solids Aliphatic solvents and residues 213 Petroleum distillates 221 Light fuels Waste oils/sludges (petroleum based) Waste crankcase oils and lubricants Waste compressed gases including cylinders Page 2 of Ontario Regulation 347 Waste Generators Summary Page 35 of Detail Report

100 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-1 Hydro Ottawa Ltd BANK STREET GLOUCESTER K1G 4C1 Generator #: Approval Yrs: ON4838 2,3,4,5,6,7,8 s ALKALINE WASTES - HEAVY METALS ALKALINE WASTES - OTHER METALS ALIPHATIC SOLVENTS PHOTOPROCESSING WASTES WASTE COMPRESSED GASES ACID WASTE - HEAVY METALS OTHER SPECIFIED INORGANICS PETROLEUM DISTILLATES 252 WASTE OILS & LUBRICANTS PAINT/PIGMENT/COATING RESIDUES LIGHT FUELS 243 PCB'S 251 OIL SKIMMINGS & SLUDGES GEN-11 GLOUCESTER HYDRO P.O. BOX BANK STREET GLOUCESTER K1T 3W Generator #: Approval Yrs: ELECT. POWER SYS. ON ,87,88,89 s ALKALINE WASTES - OTHER METALS LIGHT FUELS OIL SKIMMINGS & SLUDGES 264 PHOTOPROCESSING WASTES Page 3 of Ontario Regulation 347 Waste Generators Summary Page 36 of Detail Report

101 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-12 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1G 4C Generator #: Approval Yrs: ELECT. POWER SYS. ON ,99,,1 s ACID WASTE - HEAVY METALS ALKALINE WASTES - HEAVY METALS ALKALINE WASTES - OTHER METALS PAINT/PIGMENT/COATING RESIDUES OTHER SPECIFIED INORGANICS PETROLEUM DISTILLATES 221 LIGHT FUELS 243 PCB'S 251 OIL SKIMMINGS & SLUDGES PHOTOPROCESSING WASTES WASTE COMPRESSED GASES GEN-13 GLOUCESTER HYDRO BANK STREET GLOUCESTER K1G 4C Generator #: Approval Yrs: ELECT. POWER SYS. ON ,93,94,95,96,97 s ACID WASTE - HEAVY METALS ALKALINE WASTES - HEAVY METALS ALKALINE WASTES - OTHER METALS LIGHT FUELS 243 PCB'S 251 OIL SKIMMINGS & SLUDGES 264 PHOTOPROCESSING WASTES GEN-14 Valley Squire Furniture 4599 Bank St Ottawa K1T 3W Generator #: Approval Yrs: All Other Home Furnishings Stores ON ,8 s 221 LIGHT FUELS GEN-15 HOPE CEMETERY 466 BANK STREET KINGS HWY 31 GLOUCESTER K1T 3W7 Generator #: Approval Yrs: ON2491 As of Oct 21 s 252 Waste crankcase oils and lubricants Page 4 of Ontario Regulation 347 Waste Generators Summary Page 37 of Detail Report

102 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-16 HOPE CEMETERY 466 BANK STREET GLOUCESTER K1T 3W Generator #: Approval Yrs: OTHER TRANS. IND. ON ,96,97,98,99,,1 s 252 WASTE OILS & LUBRICANTS GEN-17 HOPE CEMETERY 466 BANK STREET KING'S HWY 31 GLOUCESTER K1T 3W7 Generator #: Approval Yrs: ON2491 2,3,4,5,6,7,8 s 252 WASTE OILS & LUBRICANTS GEN-18 BRIAN McGUIRE 4695 BANK ST OTTAWA K1V 8S5 Generator #: Approval Yrs: ON77422 As of Oct 21 s 221 Light fuels GEN-19 MDG DOOR SERVICE LTD. 47 HIGHWAY 31 GLOUCESTER K1T 3W Generator #: Approval Yrs: OTHER MACHINERY ON ,,1 s 252 WASTE OILS & LUBRICANTS GEN-2 MDG DOOR SERVICE LTD. 47 HIGHWAY #31 GLOUCESTER K1T 3W Generator #: Approval Yrs: OTHER MACHINERY ON ,96,97,98 s 252 WASTE OILS & LUBRICANTS GEN-21 W.O. STINSON & SONS LIMITED 4726 BANK STREET GLOUCESTER K1G 3N Generator #: Approval Yrs: BULK LIQ. TRUCKING ON ,,1,2,3,4,5,6,7,8 s LIGHT FUELS OIL SKIMMINGS & SLUDGES WASTE OILS & LUBRICANTS GEN-22 W.O. STINSON & SONS LIMITED 4726 BANK STREET GLOUCESTER K1T 3W7 Generator #: Approval Yrs: ON As of Oct 21 s Light fuels Waste crankcase oils and lubricants GEN-23 W.O. STINSON & SONS LTD BANK STREET GLOUCESTER K1G 3N Generator #: Approval Yrs: BULK LIQ. TRUCKING ON ,93,94,95,96,97,98 s LIGHT FUELS OIL SKIMMINGS & SLUDGES WASTE OILS & LUBRICANTS Page 5 of Ontario Regulation 347 Waste Generators Summary Page 38 of Detail Report

103 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-24 Chinook Mobile Heating & 2794 Fenton Road Ottawa K1T 3T All Other Miscellaneous Chemical Product Manufacturing s 212 ALIPHATIC SOLVENTS Generator #: Approval Yrs: ON ,8 GEN-25 HOVEY INDUSTRIES LTD FENTON ROAD GLOUCESTER K1T 3T9 371 Generator #: Approval Yrs: HEATING EQUIP. IND. ON ,,1,2,3,4 s PETROLEUM DISTILLATES WASTE OILS & LUBRICANTS EMULSIFIED OILS GEN-26 HOVEY INDUSTRIES (25) INC FENTON ROAD GLOUCESTER K1T 3T9 Generator #: Approval Yrs: ON25187 As of Oct 21 s Aliphatic solvents and residues Petroleum distillates Waste crankcase oils and lubricants Emulsified oils GEN-27 HOVEY INDUSTRIES (25) INC FENTON ROAD GLOUCESTER K1T 3T All Other Miscellaneous Fabricated Metal Product Manufacturing s ALIPHATIC SOLVENTS PETROLEUM DISTILLATES Generator #: Approval Yrs: ON ,6,7, WASTE OILS & LUBRICANTS EMULSIFIED OILS GEN-28 HealthCraft Products, Inc. 279 Fenton Road Gloucester K1G 3N Generator #: Approval Yrs: Machine Shops ON ,6,7,8 s ACID WASTE - OTHER METALS EMULSIFIED OILS PETROLEUM DISTILLATES 252 WASTE OILS & LUBRICANTS GEN-29 HealthCraft Products, Inc. 279 Fenton Road Gloucester K1T 3T7 Generator #: Approval Yrs: ON As of Oct 21 s Acid solutions - containing other metals and non-metals Petroleum distillates Waste crankcase oils and lubricants Emulsified oils Page 6 of Ontario Regulation 347 Waste Generators Summary Page 39 of Detail Report

104 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-3 MILLIMETER ENGINEERING WORKS INC. 279 FENTON ROAD GLOUCESTER K1G 3N3 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON114 92,93,96,97,98,99,,1,2,3,4 s PETROLEUM DISTILLATES OIL SKIMMINGS & SLUDGES WASTE OILS & LUBRICANTS EMULSIFIED OILS GEN-31 MILLIMETER MACHINE SHOP LTD. 279 FENTON RD. GLOUCESTER K1T 3T7 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON114 88,89,9 s PETROLEUM DISTILLATES OIL SKIMMINGS & SLUDGES GEN-32 MILLIMETER MACHINE SHOP LTD FENTON RD. GLOUCESTER K1T 3T7 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON s PETROLEUM DISTILLATES OIL SKIMMINGS & SLUDGES GEN-33 MILLIMETER ENGINEERING WORKS INC FENTON ROAD GLOUCESTER K1G 3N3 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON s PETROLEUM DISTILLATES OIL SKIMMINGS & SLUDGES EMULSIFIED OILS GEN-34 SYNERGY MODELS AND PROTOTYPES INC. 4521A SOUTHCLARK PLACE GLOUCESTER K1T 3V Generator #: Approval Yrs: OTHER MACHINERY ON25566,1,2,3,4,6 s AROMATIC SOLVENTS POLYMERIC RESINS EMULSIFIED OILS 213 PETROLEUM DISTILLATES 252 WASTE OILS & LUBRICANTS GEN-35 CAMPAGNA ENGINEERING INCORPORATED 2783 FENTON RD. GLOUCESTER K1T 3T8 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON s PETROLEUM DISTILLATES EMULSIFIED OILS GEN-36 CAMPAGNA ENGINEERING INCORPORATED 2783 FENTON RD. GLOUCESTER K1T 3T8 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON ,87,88,89 s PETROLEUM DISTILLATES EMULSIFIED OILS Page 7 of Ontario Regulation 347 Waste Generators Summary Page 4 of Detail Report

105 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-37 CAM-TAG INDUSTRIES INCORPORATED 2783 FENTON ROAD GLOUCESTER K1T 3T8 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON ,,1,2,3,4,5,6,7,8 s PETROLEUM DISTILLATES WASTE OILS & LUBRICANTS EMULSIFIED OILS GEN-38 CAM-TAG INDUSTRIES INCORPORATED 2783 FENTON ROAD GLOUCESTER K1T 3T8 Generator #: Approval Yrs: ON8868 As of Oct 21 s Petroleum distillates Emulsified oils GEN-39 CAM-TAG INDUSTRIES INC FENTON ROAD GLOUCESTER K1T 3T8 381 Generator #: Approval Yrs: MACHINE SHOP IND. ON ,93,94,95,96,97,98 s PETROLEUM DISTILLATES EMULSIFIED OILS GEN-4 AXLE AUTOMOTIVE INC Southclarke Place Unit 3 GLOUCESTER Generator #: Approval Yrs: ON ,4 s 213 PETROLEUM DISTILLATES GEN-41 RELIABLE PLATING LTD SOUTH CLARK PLACE, BAY COATING OF METAL PR. s GLOUCESTER K1T 3V2 Generator #: ON13859 Approval Yrs: 1,2,3,4,5,6,7, ACID WASTE - HEAVY METALS ALKALINE WASTES - HEAVY METALS ALKALINE WASTES - OTHER METALS INORGANIC LABORATORY CHEMICALS GEN-42 AXLE AUTOMOTIVE INC SOUTHCLARK PLACE, UNIT OTHER VEH. SERVICES GLOUCESTER K1G 3N3 Generator #: ON21268 Approval Yrs: 99,,1 s 213 PETROLEUM DISTILLATES GEN-43 AXLE AUTOMOTIVE 4543 SOUTHCLARK PLACE, UNIT OTHER VEH. SERVICES GLOUCESTER K1G 3N3 Generator #: ON21268 Approval Yrs: 96,97,98 s 213 PETROLEUM DISTILLATES GEN CANADA LTD SOUTH CLARK PL. BAY 2 GLOUCESTER K1T 3V2 341 Generator #: Approval Yrs: COATING OF METAL PR. ON ,93,94,95,96,97 s 121 ALKALINE WASTES - HEAVY METALS Page 8 of Ontario Regulation 347 Waste Generators Summary Page 41 of Detail Report

106 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN CANADA LTD SOUTH CLARK PL. BAY 2 GLOUCESTER K1T 3V2 341 Generator #: Approval Yrs: COATING OF METAL PR. ON s 121 ALKALINE WASTES - HEAVY METALS GEN-46 RELIABLE PLATING 4543 SOUTH CLARK PLACE, BAY COATING OF METAL PR. GLOUCESTER K1G 3N3 Generator #: ON13859 Approval Yrs: 98,99, s 121 ALKALINE WASTES - HEAVY METALS GEN-47 RELIABLE PLATING LTD SOUTH CLARK PLACE, BAY 2 GLOUCESTER K1T 3V2 Generator #: Approval Yrs: ON13859 As of Oct 21 s Acid solutions - containing heavy metals Alkaline slutions - containing other metals and non-metals (not cyanide) GEN-48 VISSER MANUFACTURING LTD SOUTHCLARK PLACE OTTAWA K1T 3V1 Generator #: Approval Yrs: ON As of Oct 21 s 145 Wastes from the use of pigments, coatings and paints GEN-49 VISSER MANUFACTURING LTD SOUTHCLARK PLACE OTTAWA K1T 3V Generator #: Approval Yrs: Wood Window and Door Manufacturing ON ,5,6,7,8 s ALKALINE WASTES - OTHER METALS WASTE OILS & LUBRICANTS PAINT/PIGMENT/COATING RESIDUES GEN-5 T P CRAWFORD LIMITED 4549 SOUTH CLARK PLACE GLOUCESTER K1T 3V2 Generator #: Approval Yrs: ON As of Oct 21 s 252 Waste crankcase oils and lubricants GEN-51 T.P. CRAWFORD LIMITED 4549 SOUTH CLARK PLACE GLOUCESTER K1G 3N Generator #: Approval Yrs: SHEET METAL & ROOF. ON ,,1 s PETROLEUM DISTILLATES WASTE OILS & LUBRICANTS GEN-52 T.P. CRAWFORD LTD SOUTHCLARK PLACE GLOUCESTER K1T 3V Generator #: Approval Yrs: SHEET METAL & ROOF. ON ,93,94,95,96,97,98 s PETROLEUM DISTILLATES WASTE OILS & LUBRICANTS Page 9 of Ontario Regulation 347 Waste Generators Summary Page 42 of Detail Report

107 Ontario Regulation 347 Waste Generators Summary SIC Code SIC Description Waste Code Waste Description GEN-53 T.P. CRAWFORD LTD SOUTHCLARK PLACE GLOUCESTER K1T 3V2 7 Generator #: Approval Yrs: LETTER ACKNOWLEDG. ON ,87,88,89 s GEN-54 Godfrey Roofing Inc Southclark Place Ottawa K1T 3V1 Generator #: Approval Yrs: ON As of Oct 21 s 252 Waste crankcase oils and lubricants GEN-55 Godfrey Roofing Inc Southclark Place Ottawa K1T 3V1 Generator #: Approval Yrs: ON ,3,4,5,6 s 252 WASTE OILS & LUBRICANTS n/a GLOUCESTER, CITY OF LEITRIM ROAD P.O. BOX 8333 GLOUCESTER Generator #: Approval Yrs: *** NOT DEFINED *** ON ,89,92,93,94 s n/a TRANSPORT CANADA - AKPP GLOUCESTER LANDFILL WASTE SITE LEITRIM ROAD GLOUCESTER K1V 9B Generator #: Approval Yrs: OTHER GEN. ADMIN. ON ,98,99,,1 s 148 INORGANIC LABORATORY CHEMICALS n/a Hydro Ottawa Ltd. Bank St Ottawa Generator #: Approval Yrs: ON ,4 s Page 1 of Ontario Regulation 347 Waste Generators Summary Page 43 of Detail Report

108 Mineral Occurrences Easting Northing Zone MDI No Deposit Status MNR-1 LEITRIM MDI31G5NE37 DISCRETIONARY OCCURRENCE Mining Division: SOUTHERN ONTARIO Geological District: SOUTHEASTERN ONTARIO Claim Map: N/A Access Description: N/A Year Name Twp/Area Con/Lot/Sec Commodity Deposit Characteristic 1993 LEITRIM GLOUCESTE LOT: 16 CON: 5 SHALE (CRUSHED STONE) 1993 LEITRIM GLOUCESTE LOT: 15 CON: 4 SHALE (CRUSHED STONE) Page 1 of Mineral Occurrences Page 44 of Detail Report

109 Federal Source Database National Environmental Emergencies System (NEES) Incident Date Contaminant n/a STINSON FUELS OTTAWA CITY 2/16/89 sgasoline Amount: Units: Quantity: Cause: Source: Reason: Sector: Above Ground Tank Leak Damage by Equipment Other Storage Facilities Transportation Page 1 of National Environmental Emergencies System (NEES) Page 45 of Detail Report

110 Federal Source Database National PCB Inventory Code Transaction Date Inspection Date Industry Site Status NPCB-1 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1T 3W6 F1482 1/29/1996 Label No. of Items Contents Serial No. Item/State Status PCB Type/Code Location Manufacturer NPCB-2 HYDRO OTTAWA 4565 BANK STREET GLOUCESTER K1T 3W6 O566 UTILITY Label No. of Items Contents Serial No. Item/State Status PCB Type/Code Location Manufacturer NPCB-3 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1T 3W6 F1326 UNDEFINED Label No. of Items Contents Serial No. Item/State Status PCB Type/Code Location Manufacturer Page 1 of National PCB Inventory Page 46 of Detail Report

111 Inventory of PCB Storage Sites Year Site Number Quantity Description OPCB-1 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1T 3W A228 OPCB-2 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1T 3W A228 OPCB-3 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1T 3W A Weight of Liquid in Transformer with High Level PCBs (>1 ppm) kg Number of Drums of Ballasts with High Level PCBs (>1 ppm) Weight of Drums of Ballasts with High Level PCBs (>1 ppm) kg Number of Capacitors with High Level PCBs (>1 ppm) Number of Drums of Soil with High Level PCBs (>1 ppm) Weight of Drums of Soil with High Level PCBs (>1 ppm) kg Number of Drums of Other Material with High Level PCBs (>1 ppm) Weight of Drums of Other Material with High Level PCBs (>1 ppm) kg Weight of Bulk Liquid with Low Level PCBs (< 1 ppm) kg OPCB-4 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1T 3W A Number of Transformers with Low Level PCBs (< 1 ppm) kg Page 1 of Inventory of PCB Storage Sites Page 47 of Detail Report

112 Inventory of PCB Storage Sites Year Site Number Quantity Description OPCB-5 GLOUCESTER HYDRO 4565 BANK STREET GLOUCESTER K1T 3W A Calculated Weight (Kg) of Drums of Ballasts with High Level PCBs (>1 ppm) Number of Capacitors with High Level PCBs (>1 ppm) Number of Drums of Soil with High Level PCBs (>1 ppm) Calculated Weight (Kg) of Drums of Soil with High Level PCBs (>1 ppm) Number of Drums of Other Material with High Level PCBs (>1 ppm) Calculated Weight (Kg) of Drums of Other Material with High Level PCBs (>1 ppm) kg Weight of Liquid in Transformer with High Level PCBs (>1 ppm) kg Number of Drums of Ballasts with High Level PCBs (>1 ppm) Page 2 of Inventory of PCB Storage Sites Page 48 of Detail Report

113 Pesticide Register Licence No. Licence Type PES-1 KNIPPEL PETER NURSERY INC. 459 BANK ST., R.R. #6 GLOUCESTER K1T 3W6 svendor s PES-2 KNIPPEL PETER NURSERY INC 459 BANK ST GLOUCESTER K1T 3W6 svendor s PES-3 KNIPPEL PETER NURSERY INC 459 BANK ST GLOUCESTER K1T 3W slimited Vendor s n/a OTTAWA FEED & HARDWARE INC. (V9523-3/25) 4836 KING'S HWY 31 GOUCESTER K1X 1G sgeneral Vendor s Page 1 of Pesticide Register Page 49 of Detail Report

114 Private and Retail Fuel Storage Tanks Location ID Type Expiry Date Capacity (L) Licence # PRT-1 CORP OF THE CITY OF GLOUCESTER 455 BANK ST GLOUCESTER K1T 3W private s PRT BANK ST. GLOUCESTER 5267 retail s PRT-3 W O STINSON & SON LTD 4727 BANK ST HWY 31 LEITRIM K1T 3W retail s PRT-4 W O STINSON & SON LTD 4727 BANK ST HWY 31 LEITRIM K1T 3W private s PRT-5 W O STINSON & SON LTD 4727 BANK ST HWY 31 LEITRIM 7618 retail s PRT-6 TP CRAWFORD LTD 4549 SOUTH CREEK PL GLOUCESTER 5319 private s n/a W O STINSON & SON LTD PRT LOT 17 CON 4 RIDEAU FRONT GLOUCESTER 5313 retail s n/a NAZIMA MEDEWAR HWY 31 OTTAWA 1182 retail s Page 1 of Private and Retail Fuel Storage Tanks Page 5 of Detail Report

115 Private Source Database Retail Fuel Storage Tanks Facility Description RST-1 STINSON W O & SON LTD 4726 BANK ST GLOUCESTER K1T 3W7 PROPANE GAS-SALES & SERVICE n/a CAPITAL CITY GAS HIGHWAY 31 GLOUCESTER K1G 3N4 SERVICE STATIONS-GASOLINE, OIL & NATURAL GAS n/a DRUMMOND'S GAS HIGHWAY 31 GLOUCESTER K1B 3B8 SERVICE STATIONS-GASOLINE, OIL & NATURAL GAS Page 1 of Retail Fuel Storage Tanks Page 51 of Detail Report

116 Private Source Database Scott's Manufacturing Directory Established Plant Size (ft²) Employment SIC/NAICS Code Description SCT-1 Hovey Industries Ltd Fenton Rd Gloucester K1T 3T Other Plate Work and Fabricated Structural Product Manufacturing Other Ornamental and Architectural Metal Product Manufacturing Railroad Rolling Stock Manufacturing SCT-2 Hovey Industries Ltd Fenton Rd Ottawa K1T 3T SCT-3 Hovey Industries (25) Inc Fenton Rd Gloucester K1T 3T9 1-AUG Other Ornamental and Architectural Metal Product Manufacturing Railroad Rolling Stock Manufacturing Other Plate Work and Fabricated Structural Product Manufacturing SCT-4 Healthcraft Products Inc. 279 Fenton Rd Gloucester K1T 3T7 1-AUG Medical Equipment and Supplies Manufacturing Medical Equipment and Supplies Manufacturing SCT-5 Millimeter Engineering Works Inc. 279 Fenton Rd Gloucester K1T 3T SCT-6 MILLIMETER ENGINEERING WORKS 279 FENTON RD GLOUCESTER K1T 3T INDUSTRIAL AND COMMERCIAL MACHINERY AND EQUIPMENT, NOT ELSEWHERE CLASSIFIED Machine Shops SCT-7 HAWLEY SIGNS & GRAPHICS LTD SOUTHCLARK PL OTTAWA K1T 3V Sign Manufacturing All Other Wholesaler- Distributors Page 1 of Scott's Manufacturing Directory Page 52 of Detail Report

117 Private Source Database Scott's Manufacturing Directory Established Plant Size (ft²) Employment SIC/NAICS Code Description SCT-8 AIRTITE PNEUMATICS & CONTROLS 4521A SOUTHCLARK PLACE GLOUCESTER K1T 3V Industrial and Commercial Fan and Blower and Air Purification Equipment Manufacturing All Other General-Purpose Machinery Manufacturing Industrial Machinery, Equipment and Supplies Wholesaler- Distributors SCT-9 Presentey Engineering Products 2784 Fenton Rd Gloucester K1T 3T7 1-SEP Industrial Machinery, Equipment and Supplies Wholesaler- Distributors Office and Store Machinery and Equipment Wholesaler- Distributors Industrial Machinery, Equipment and Supplies Wholesaler- Distributors Electronic Components, Navigational and Communications Equipment and Supplies Wholesaler- Distributors Electrical Wiring and Construction Supplies Wholesaler-Distributors Professional Machinery, Equipment and Supplies Wholesaler-Distributors Computer, Computer Peripheral and Pre-Packaged Software Wholesaler-Distributors SCT-1 Presentey Engineering Products Limited 2784 Fenton Rd RR 5 Gloucester K1T 3T Semiconductor and Other Electronic Component Manufacturing SCT-11 Cam-Tag Industries Inc Fenton Rd Gloucester K1T 3T Aerospace Product and Parts Manufacturing SCT-12 Cam-Tag Industries Inc Fenton Rd Gloucester K1T 3T8 1-AUG Aerospace Product and Parts Manufacturing Page 2 of Scott's Manufacturing Directory Page 53 of Detail Report

118 Private Source Database Scott's Manufacturing Directory Established Plant Size (ft²) Employment SIC/NAICS Code Description SCT-13 CAM-TAG INDUSTRIES 2783 FENTON RD GLOUCESTER K1T 3T INDUSTRIAL AND COMMERCIAL MACHINERY AND EQUIPMENT, NOT ELSEWHERE CLASSIFIED GUIDED MISSILES AND SPACE VEHICLES SCT-14 RELIABLE PLATING & FINISHING 4543 SOUTHCLARK PL UNIT 2 OTTAWA K1T 3V Coating, Engraving, Heat Treating and Allied Activities SCT-15 Reliable Plating & Surface 4543 Southclark Pl Unit 2 Gloucester K1T 3V2 7/1/ Coating, Engraving, Heat Treating and Allied Activities Coating, Engraving, Heat Treating and Allied Activities SCT-16 T P CRAWFORD LTD 4549 SOUTHCLARK PL GLOUCESTER K1T 3V SHEET METAL WORK SCT-17 T.P. Crawford Ltd Southclark Pl Gloucester K1T 3V2 1-AUG Other Ornamental and Architectural Metal Product Manufacturing Other Ornamental and Architectural Metal Product Manufacturing n/a LEITRIM SUPPLY 4747 Banks St Gloucester K1G 3N Truck Trailer Manufacturing Other Motor Vehicle Parts Manufacturing Page 3 of Scott's Manufacturing Directory Page 54 of Detail Report

119 Ontario Spills Ref No. Incident Dt MOE Reported Dt Contaminant Name Contaminant Quantity SPL-1 B & M CARRIERS GLOUCESTER CITY WORKS YARD CORNER OF LIETRIN RD. & BANK ST. MOTOR VEHICLE (OPERATING FLUID) GLOUCESTER CITY /25/1993 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 8/25/1993 B & M CARRIERS - 15L PIPE/HOSE LEAK EQUIPMENT FAILURE LAND NOT ANTICIPATED s s s HYDRAULIC OIL TO LAND: BLOWN HYDRAULIC LINE SPL-2 PRIVATE RESIDENCE AT RESIDENCE BESIDE 4727 BANK ST. FURNACE OIL TANK GLOUCESTER CITY K1T 3W /6/1994 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 4/6/1994 s s s RESIDENCE - UNKNOWN AMOUNT OF FURNACE OIL TO GROUND FROM TANK. UNDERGROUND TANK LEAK UNKNOWN Soil contamination LAND CONFIRMED SPL-3 APEX TRANSPORT 4542 SOUTH CLARK PLACE TRANSPORT TRUCK (CARGO) GLOUCESTER CITY K1T 3V /8/1996 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 5/8/1996 s s s APEX EXPRESS-UNK QTY DE- SIZING AGENT TO TRAILER THEN TO GROUND. CLEANING OTHER CONTAINER LEAK UNKNOWN Soil contamination LAND CONFIRMED n/a ONTARIO HYDRO BANK ST TRANSFORMER GLOUCESTER CITY /9/1988 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 7/11/1988 s s s BACKENTRY - ONTARIO HYDROTRANSFORMER OIL (AMT U/K)ON GROUND COOLING SYSTEM LEAK OTHER LAND NOT ANTICIPATED n/a PIONEER PETROLEUMS LTD. BANK STREET SOUTH PIONEER GAS STATION. SERVICE STATION OTTAWA CITY /2/1997 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 2/2/1997 PIONEER PETROLEUMS-4L CONTAINER OVERFLOW ERROR LAND NOT ANTICIPATED s s s GASOLINE TO GROUND,UNSAFESPILL RESPONSE BY STAFF. Page 1 of Ontario Spills Page 55 of Detail Report

120 Ontario Spills Ref No. Incident Dt MOE Reported Dt Contaminant Name Contaminant Quantity n/a ESSO PETROLEUM CANADA BANK STREET SERVICE STATION OTTAWA CITY /16/1997 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 1/16/1997 ESSO SERVICE STATION: PIPE/HOSE LEAK DAMAGE BY MOVING EQUIPMENT LAND NOT ANTICIPATED s s s 4 L GASOLINE TO GROUND n/a OC TRANSPO BANK ST. SOUTH MOTOR VEHICLE (OPERATING FLUID) OTTAWA CITY /11/22 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 4/11/22 s s s SPILL OF DIESEL FUEL TO GRND, CLEAN UP CREW ON THE WAY PIPE/HOSE LEAK UNKNOWN Soil contamination LAND POSSIBLE n/a Bank Street<UNOFFICIAL> Ottawa XNCK 12/16/27 soil (PETROLEUM BASED, s2 L s NOT SPECIFIED) Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: Bank Street - contaminated soil Unknown Spill Soil Contamination Land Confirmed Page 2 of Ontario Spills Page 56 of Detail Report

121 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-1 lot 15 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 6/2/1953 Primary Water Use: Livestock Secondary Water Use: Well Depth: 91 ft Pump Rate: 1 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 13 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE, RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Thickness Original Depth Material Colour Material 13 ft 13 ft TOPSOIL, BOULDERS 27 ft 4 ft GREY LIMESTONE 1 ft 41 ft BLUE LIMESTONE 5 ft 91 ft GREY LIMESTONE Page 1 of Water Well Information System Page 57 of Detail Report

122 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-2 lot 15 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 12/18/1947 Primary Water Use: Livestock Secondary Water Use: Domestic Well Depth: 86 ft Pump Rate: 8 GPM Static Water Level: 18 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 35 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Thickness Original Depth Material Colour Material 3 ft 3 ft BLACK TOPSOIL 19 ft 22 ft BLUE CLAY 13 ft 35 ft GREY FINE SAND 51 ft 86 ft SLATE Page 2 of Water Well Information System Page 58 of Detail Report

123 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-3 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 5/2/1969 Primary Water Use: Municipal Secondary Water Use: Well Depth: 32 ft Pump Rate: 12 GPM Static Water Level: -1 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): Y Elevation (m): Elevation Reliability: Depth to Bedrock: 8 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, Thickness 8 ft Original Depth 8 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour GREY Material CLAY, BOULDERS 197 ft 25 ft GREY LIMESTONE 115 ft 32 ft GREY SANDSTONE Page 3 of Water Well Information System Page 59 of Detail Report

124 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-4 lot 15 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 5/22/1953 Primary Water Use: Domestic Secondary Water Use: Well Depth: 1 ft Pump Rate: 2 GPM Static Water Level: 12 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Thickness Original Depth Material Colour Material 21 ft 21 ft SHALE, GRAVEL 79 ft 1 ft BLACK SHALE, ROCK Page 4 of Water Well Information System Page 6 of Detail Report

125 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-5 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 3/12/1962 Primary Water Use: Municipal Secondary Water Use: Well Depth: 12 ft Pump Rate: 2 GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Diamond Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 26 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 26 ft Original Depth 26 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY 94 ft 12 ft BLACK SHALE Page 5 of Water Well Information System Page 61 of Detail Report

126 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-6 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 3/9/1962 Primary Water Use: Secondary Water Use: Well Depth: 2 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Supply Construction Method: Diamond Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: 26 Overburden/Bedrock: Bedrock Water Type: Casing Material: Thickness 26 ft Original Depth 26 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY 174 ft 2 ft BLACK SHALE Page 6 of Water Well Information System Page 62 of Detail Report

127 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-7 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 3/27/1974 Primary Water Use: Domestic Secondary Water Use: Well Depth: 55 ft Pump Rate: 4 GPM Static Water Level: 5 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 8 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness 8 ft Original Depth 8 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour GREY Material HARDPAN 9 ft 17 ft BROWN SHALE 38 ft 55 ft GREY LIMESTONE Page 7 of Water Well Information System Page 63 of Detail Report

128 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-8 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 12/5/1972 Primary Water Use: Domestic Secondary Water Use: Well Depth: 258 ft Pump Rate: 6 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 11 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 11 ft Original Depth 11 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material CLAY, SAND, STONES 237 ft 248 ft GREY LIMESTONE, SHALE 1 ft 258 ft GREY SANDSTONE Page 8 of Water Well Information System Page 64 of Detail Report

129 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-9 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 5/8/1975 Primary Water Use: Industrial Secondary Water Use: Well Depth: 7 ft Pump Rate: 15 GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 13 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 13 ft Original Depth 13 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material FILL, CLAY 57 ft 7 ft GREY LIMESTONE, SHALE Page 9 of Water Well Information System Page 65 of Detail Report

130 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-1 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 4/1/1957 Primary Water Use: Livestock Secondary Water Use: Domestic Well Depth: 8 ft Pump Rate: 4 GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 42 ft Original Depth 42 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material ROCK, SHALE, TOPSOIL 38 ft 8 ft ROCK, SHALE Page 1 of Water Well Information System Page 66 of Detail Report

131 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-11 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 9/9/1962 Primary Water Use: Commerical Secondary Water Use: Well Depth: 4 ft Pump Rate: 15 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 32 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness 32 ft Original Depth 32 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY 8 ft 4 ft SHALE Page 11 of Water Well Information System Page 67 of Detail Report

132 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-12 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 1/6/1961 Primary Water Use: Municipal Secondary Water Use: Well Depth: 32 ft Pump Rate: 2 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Diamond Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 3 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL Thickness 4 ft Original Depth 4 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY 26 ft 2 ft 3 ft 32 ft BLACK MEDIUM SAND SHALE Page 12 of Water Well Information System Page 68 of Detail Report

133 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-13 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 5/12/1964 Primary Water Use: Domestic Secondary Water Use: Well Depth: 67 ft Pump Rate: 1 GPM Static Water Level: 12 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 12 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness 12 ft 55 ft Original Depth 12 ft 67 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY, MEDIUM SAND, BOULDERS LIMESTONE Page 13 of Water Well Information System Page 69 of Detail Report

134 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-14 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 1/5/1961 Primary Water Use: Municipal Secondary Water Use: Well Depth: 24 ft Pump Rate: GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Diamond Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 38 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 3 ft Original Depth 3 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BLUE Material CLAY 35 ft 38 ft FINE SAND 22 ft 24 ft BLACK SHALE Page 14 of Water Well Information System Page 7 of Detail Report

135 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-15 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 5/28/1963 Primary Water Use: Domestic Secondary Water Use: Well Depth: 7 ft Pump Rate: 1 GPM Static Water Level: 8 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 12 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 12 ft Original Depth 12 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material HARDPAN, BOULDERS 58 ft 7 ft BLUE LIMESTONE Page 15 of Water Well Information System Page 71 of Detail Report

136 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-16 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 1/18/1972 Primary Water Use: Domestic Secondary Water Use: Well Depth: 6 ft Pump Rate: 5 GPM Static Water Level: 15 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 5 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness 5 ft Original Depth 5 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material SAND 55 ft 6 ft GREY LIMESTONE Page 16 of Water Well Information System Page 72 of Detail Report

137 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-17 lot 15 con 5 GLOUCESTER Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1-3 m Construction Date: 1/8/28 Primary Water Use: Monitoring Secondary Water Use: Well Depth: 4.8 m Pump Rate: Static Water Level: 1.2 m m m m Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: H.S.A. Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Water Type: Casing Material: PLASTIC, PLASTIC, PLASTIC Thickness.1 m Original Depth.1 m RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material OTHER.6 m.7 m GREY STONES.8 m 1.5 m GREY FILL, SAND, SILT.8 m 2.3 m BROWN SAND, SILTY.7 m 3 m BROWN TILL, GRAVEL, DENSE 1.8 m 4.8 m GREY GRAVEL, SAND, DRY Page 17 of Water Well Information System Page 73 of Detail Report

138 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-18 OTTAWA OTTAWA-CARLETON OTTAWA CITY Easting Nad83: 4521 Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1-3 m Construction Date: 12/12/28 Primary Water Use: Secondary Water Use: Well Depth: Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Water Type: Casing Material: STEEL Thickness Original Depth Material Colour Material Page 18 of Water Well Information System Page 74 of Detail Report

139 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-19 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 3/1/1985 Primary Water Use: Domestic Secondary Water Use: Well Depth: 14 ft Pump Rate: 7 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 61 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness 3 ft Original Depth 3 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour GREY Material CLAY, SAND, STONES 31 ft 61 ft GREY SAND, BOULDERS, LOOSE 3 ft 26 ft 5 ft 64 ft 9 ft 14 ft GREY GREY BLACK LIMESTONE, STONES, FRACTURED LIMESTONE, SHALE, LAYERED SHALE, LIMESTONE, LAYERED Page 19 of Water Well Information System Page 75 of Detail Report

140 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-2 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 1/8/1952 Primary Water Use: Public Secondary Water Use: Well Depth: 191 ft Pump Rate: Static Water Level: 18 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 8 Overburden/Bedrock: Bedrock Water Type: SULPHUR Casing Material: STEEL, OPEN HOLE Thickness 8 ft Original Depth 8 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BLUE Material CLAY 183 ft 191 ft BLUE SLATE Page 2 of Water Well Information System Page 76 of Detail Report

141 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-21 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 5/29/1974 Primary Water Use: Domestic Secondary Water Use: Well Depth: 6 ft Pump Rate: 4 GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 1 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 1 ft Original Depth 1 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material GRAVEL, BOULDERS 5 ft 6 ft LIMESTONE Page 21 of Water Well Information System Page 77 of Detail Report

142 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-22 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 2/28/1966 Primary Water Use: Commerical Secondary Water Use: Well Depth: 62 ft Pump Rate: 7 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 19 Overburden/Bedrock: Bedrock Water Type: SULPHUR Casing Material: STEEL, OPEN HOLE Thickness 11 ft Original Depth 11 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material PREVIOUSLY DUG 8 ft 43 ft 19 ft 62 ft MEDIUM SAND SHALE Page 22 of Water Well Information System Page 78 of Detail Report

143 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-23 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 7/3/1961 Primary Water Use: Domestic Secondary Water Use: Well Depth: 15 ft Pump Rate: 7 GPM Static Water Level: 3 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 16 ft Original Depth 16 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material ROCK, SHALE, CLAY 89 ft 15 ft BLACK ROCK Page 23 of Water Well Information System Page 79 of Detail Report

144 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-24 lot 17 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 3/15/1966 Primary Water Use: Domestic Secondary Water Use: Well Depth: 43 ft Pump Rate: 5 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 5 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 5 ft Original Depth 5 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY, BOULDERS 38 ft 43 ft LIMESTONE Page 24 of Water Well Information System Page 8 of Detail Report

145 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-25 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 8/25/1976 Primary Water Use: Domestic Secondary Water Use: Well Depth: 298 ft Pump Rate: 2 GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 17 Overburden/Bedrock: Bedrock Water Type: Casing Material: OPEN HOLE, STEEL Thickness 17 ft Original Depth 17 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material CLAY, BOULDERS 5 ft 22 ft BLACK LIMESTONE, FRACTURED 197 ft 219 ft BLACK LIMESTONE, SOFT 79 ft 298 ft GREY SANDSTONE, LIMESTONE, HARD Page 25 of Water Well Information System Page 81 of Detail Report

146 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-26 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 9/3/1976 Primary Water Use: Domestic Secondary Water Use: Well Depth: 148 ft Pump Rate: 8 GPM Static Water Level: 25 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 17 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 4 ft Original Depth 4 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour GREY Material SAND, CLAY, STONES 13 ft 17 ft GREY HARDPAN, BOULDERS 131 ft 148 ft GREY LIMESTONE Page 26 of Water Well Information System Page 82 of Detail Report

147 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-27 lot 17 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 9/15/1963 Primary Water Use: Domestic Secondary Water Use: Well Depth: 13 ft Pump Rate: 4 GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 15 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 15 ft Original Depth 15 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material MUCK 115 ft 13 ft BROWN SHALE Page 27 of Water Well Information System Page 83 of Detail Report

148 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-28 lot 17 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 8/19/1962 Primary Water Use: Domestic Secondary Water Use: Well Depth: 15 ft Pump Rate: 4 GPM Static Water Level: 2 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 14 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 14 ft Original Depth 14 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY 136 ft 15 ft BROWN SHALE Page 28 of Water Well Information System Page 84 of Detail Report

149 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-29 lot 17 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 7/31/1953 Primary Water Use: Domestic Secondary Water Use: Well Depth: 229 ft Pump Rate: 1 GPM Static Water Level: 14 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Mixed in a Layer Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 16 ft Original Depth 16 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material GRAVEL, SHALE 213 ft 229 ft ROCK, SHALE Page 29 of Water Well Information System Page 85 of Detail Report

150 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-3 Ottawa OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1-3 m Construction Date: 1/29/29 Primary Water Use: Monitoring Secondary Water Use: Well Depth: 16 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Direct Push Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Water Type: Casing Material: PLASTIC Thickness 8 ft Original Depth 8 ft Material Colour BROWN Material CLAY, STONES, DRY 7 ft 15 ft GREY CLAY, DENSE 1 ft 16 ft GREY CLAY, DENSE Page 3 of Water Well Information System Page 86 of Detail Report

151 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-31 lot 16 con Easting Nad83: Northing Nad83: 5195 Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 7/26/1974 Primary Water Use: Industrial Secondary Water Use: Well Depth: 54 ft Pump Rate: 25 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 23 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE, STEEL Thickness 6 ft Original Depth 6 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material SAND 17 ft 23 ft GREY CLAY, STONES 31 ft 54 ft GREY LIMESTONE Page 31 of Water Well Information System Page 87 of Detail Report

152 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-32 lot 17 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1 m - 3 m Construction Date: 7/24/1953 Primary Water Use: Not Used Secondary Water Use: Well Depth: 255 ft Pump Rate: GPM Static Water Level: 14 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Abandoned-Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: Thickness 16 ft Original Depth 16 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material SHALE, TOPSOIL, GRAVEL 239 ft 255 ft BLACK SHALE Page 32 of Water Well Information System Page 88 of Detail Report

153 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-33 Ottawa OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1-3 m Construction Date: 9/29/29 Primary Water Use: Monitoring Secondary Water Use: Well Depth: 11.5 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Direct Push Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Water Type: Casing Material: PLASTIC Thickness 4 ft Original Depth 4 ft Material Colour BROWN Material SAND, GRAVEL, DENSE 4 ft 8 ft BROWN SAND, CLAY, DENSE 3.5 ft 11.5 ft BROWN CLAY, SILT, DENSE Page 33 of Water Well Information System Page 89 of Detail Report

154 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-34 Ottawa OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 1-3 m Construction Date: 1/29/29 Primary Water Use: Monitoring Secondary Water Use: Well Depth: 15 m Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Direct Push Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Water Type: Casing Material: PLASTIC Thickness 8 m Original Depth 8 m Material Colour BROWN Material CLAY, ROCK, DRY 7 m 15 m GREY CLAY, SILT Page 34 of Water Well Information System Page 9 of Detail Report

155 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-35 lot 16 con Easting Nad83: Northing Nad83: 5192 Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 11/17/1972 Primary Water Use: Domestic Secondary Water Use: Well Depth: 48 ft Pump Rate: 2 GPM Static Water Level: 8 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 14 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Thickness 14 ft Original Depth 14 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material SAND, GRAVEL, BOULDERS 34 ft 48 ft BLACK LIMESTONE Page 35 of Water Well Information System Page 91 of Detail Report

156 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-36 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 1/28/1976 Primary Water Use: Industrial Secondary Water Use: Well Depth: 37 ft Pump Rate: 2 GPM Static Water Level: 4 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 18 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL Thickness 18 ft Original Depth 18 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour GREY Material CLAY 19 ft 37 ft GREY LIMESTONE Page 36 of Water Well Information System Page 92 of Detail Report

157 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-37 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 m Construction Date: 11/25/1977 Primary Water Use: Commerical Secondary Water Use: Well Depth: 8 ft Pump Rate: 3 GPM Static Water Level: 3 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 14 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: OPEN HOLE Thickness 14 ft Original Depth 14 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material SAND, STONES, LOOSE 4 ft 18 ft GREY LIMESTONE, SOFT 2 ft 2 ft WHITE SANDSTONE 6 ft 8 ft GREY LIMESTONE Page 37 of Water Well Information System Page 93 of Detail Report

158 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-38 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 km Construction Date: 11/23/1973 Primary Water Use: Domestic Secondary Water Use: Well Depth: 48 ft Pump Rate: GPM Static Water Level: 6 ft Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 17 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL Thickness 2 ft Original Depth 2 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material FILL, SAND 4 ft 6 ft BROWN TOPSOIL 11 ft 17 ft GREY CLAY, BOULDERS 31 ft 48 ft GREY LIMESTONE Page 38 of Water Well Information System Page 94 of Detail Report

159 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-39 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 km Construction Date: 11/7/1973 Primary Water Use: Domestic Secondary Water Use: Well Depth: 4 ft Pump Rate: 33 GPM Static Water Level: 5 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 9 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL Thickness 9 ft Original Depth 9 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour Material CLAY 31 ft 4 ft LIMESTONE Page 39 of Water Well Information System Page 95 of Detail Report

160 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-4 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 km Construction Date: 11/26/1973 Primary Water Use: Domestic Secondary Water Use: Well Depth: 48 ft Pump Rate: GPM Static Water Level: 9 ft Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 17 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL Thickness 2 ft Original Depth 2 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material FILL, SAND 4 ft 6 ft BROWN TOPSOIL 11 ft 17 ft GREY CLAY 31 ft 48 ft GREY LIMESTONE Page 4 of Water Well Information System Page 96 of Detail Report

161 Water Well Information System Well Id Lot Concession Concession Name County Municipality WWIS-41 lot 16 con Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: margin of error : 3 m - 1 km Construction Date: 1/13/1973 Primary Water Use: Domestic Secondary Water Use: Well Depth: 15 ft Pump Rate: 7 GPM Static Water Level: 2 ft Flow Rate: Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 24 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL Thickness 24 ft Original Depth 24 ft RF OTTAWA-CARLETON GLOUCESTER TOWNSHIP Material Colour BROWN Material SAND, BOULDERS 1 ft 36 ft 34 ft 7 ft BLACK BLACK LIMESTONE, SAND, GRAVEL LIMESTONE 8 ft 15 ft GREY LIMESTONE Page 41 of Water Well Information System Page 97 of Detail Report

162 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 6/9/1988 Primary Water Use: Domestic Secondary Water Use: Well Depth: 64 ft Pump Rate: 15 GPM Static Water Level: 1 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 26 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE OTTAWA-CARLETON GLOUCESTER TOWNSHIP Thickness Original Depth Material Colour Material 14 ft 14 ft GREY CLAY 12 ft 26 ft GREY HARDPAN 38 ft 64 ft GREY LIMESTONE Page 42 of Water Well Information System Page 98 of Detail Report

163 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/19/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 23 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Mixed in a Layer Water Type: FRESH Casing Material: Thickness 3 ft 2 ft Original Depth 3 ft 23 ft Material Colour GREY GREY Material STONES, CONGLOMERATE, SAND CLAY, SILT, DENSE Page 43 of Water Well Information System Page 99 of Detail Report

164 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/19/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 3 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden below Bedrock Water Type: FRESH Casing Material: PLASTIC, PLASTIC Thickness 4 ft 26 ft Original Depth 4 ft 3 ft Material Colour GREY GREY Material CONGLOMERATE, STONES, SAND CLAY, SILT, DENSE Page 44 of Water Well Information System Page 1 of Detail Report

165 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/19/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 27 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC, PLASTIC, PLASTIC Thickness 4 ft Original Depth 4 ft Material Colour GREY Material STONES, FINE SAND, FILL 23 ft 27 ft GREY CLAY, SILT, FINE SAND Page 45 of Water Well Information System Page 11 of Detail Report

166 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/18/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 35 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 3 ft Original Depth 3 ft Material Colour GREY Material STONES, SAND 32 ft 35 ft GREY CLAY, SILT, DENSE Page 46 of Water Well Information System Page 12 of Detail Report

167 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/17/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 32 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 2 ft Original Depth 2 ft Material Colour GREY Material GRAVEL, SAND 3 ft 32 ft GREY CLAY, SILT, DENSE Page 47 of Water Well Information System Page 13 of Detail Report

168 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/17/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 35 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 2 ft Original Depth 2 ft Material Colour GREY Material STONES 33 ft 35 ft GREY CLAY, SILT, DENSE Page 48 of Water Well Information System Page 14 of Detail Report

169 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/17/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 31 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 1 ft Original Depth 1 ft Material Colour GREY Material STONES 3 ft 31 ft GREY CLAY, SILT, GRAVEL Page 49 of Water Well Information System Page 15 of Detail Report

170 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/18/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 28 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 3 ft Original Depth 3 ft Material Colour GREY Material STONES, COARSE SAND 25 ft 28 ft GREY CLAY, SILT, GRAVEL Page 5 of Water Well Information System Page 16 of Detail Report

171 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/18/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 27 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 1 ft Original Depth 1 ft Material Colour GREY Material STONES 26 ft 27 ft GREY CLAY, SILT, GRAVEL Page 51 of Water Well Information System Page 17 of Detail Report

172 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/13/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 31 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 1 ft Original Depth 1 ft Material Colour GREY Material UNKNOWN TYPE, HARD 5 ft 19 ft 6 ft 25 ft BROWN GREY COARSE SAND, GRAVEL, FILL CLAY, SILT, SAND 6 ft 31 ft GREY CLAY, GRAVEL, LOOSE Page 52 of Water Well Information System Page 18 of Detail Report

173 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/14/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 5 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 1 ft Original Depth 1 ft Material Colour GREY Material UNKNOWN TYPE 4 ft 5 ft BROWN FINE SAND, FILL Page 53 of Water Well Information System Page 19 of Detail Report

174 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/13/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 31 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 1 ft Original Depth 1 ft Material Colour GREY Material UNKNOWN TYPE 3 ft 4 ft GREY STONES, PACKED, FILL 27 ft 31 ft GREY CLAY, FINE SAND, SILT Page 54 of Water Well Information System Page 11 of Detail Report

175 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/13/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 33 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 1 ft Original Depth 1 ft Material Colour GREY Material UNKNOWN TYPE 3 ft 4 ft 4 ft 8 ft GREY BROWN STONES, FINE SAND, PACKED FINE SAND, FILL 25 ft 33 ft GREY CLAY, SILT, DENSE Page 55 of Water Well Information System Page 111 of Detail Report

176 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/12/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 33 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 1 ft Original Depth 1 ft Material Colour GREY Material UNKNOWN TYPE, HARD 1 ft 2 ft GREY STONES, PACKED 3 ft 5 ft BROWN SAND, GRAVEL, FILL 28 ft 33 ft GREY CLAY, SILT, DENSE Page 56 of Water Well Information System Page 112 of Detail Report

177 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/2/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 28 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 23 ft Original Depth 28 ft Material Colour GREY Material CLAY, SILT, DENSE 5 ft 5 ft BROWN GRAVEL, FINE SAND, FILL Page 57 of Water Well Information System Page 113 of Detail Report

178 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/2/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 3 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 5 ft Original Depth 5 ft Material Colour BROWN Material FINE SAND, FILL 25 ft 3 ft GREY CLAY, SILT, DENSE Page 58 of Water Well Information System Page 114 of Detail Report

179 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 8/19/1992 Primary Water Use: Not Used Secondary Water Use: Well Depth: 32 ft Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Thickness 6 ft Original Depth 6 ft Material Colour BROWN Material FINE SAND, FILL 26 ft 32 ft GREY CLAY, SILT, DENSE Page 59 of Water Well Information System Page 115 of Detail Report

180 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 9/29/1998 Primary Water Use: Secondary Water Use: Well Depth: Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: No formation data Water Type: Casing Material: OTTAWA-CARLETON GLOUCESTER TOWNSHIP Thickness Original Depth Material Colour Material Page 6 of Water Well Information System Page 116 of Detail Report

181 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 9/28/1998 Primary Water Use: Domestic Secondary Water Use: Well Depth: 18 ft Pump Rate: 4 GPM Static Water Level: 5 ft Flow Rate: Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (m): Elevation Reliability: Depth to Bedrock: 3 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE, OPEN HOLE OTTAWA-CARLETON GLOUCESTER TOWNSHIP Thickness Original Depth Material Colour Material 3 ft 3 ft CLAY 177 ft 18 ft GREY LIMESTONE Page 61 of Water Well Information System Page 117 of Detail Report

182 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot OTTAWA-CARLETON OTTAWA CITY Easting Nad83: Northing Nad83: Zone: 18 Utm Reliability: unknown UTM Construction Date: 9/1/1998 Primary Water Use: Secondary Water Use: Well Depth: Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Quality Construction Method: Not Known Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: No formation data Water Type: Casing Material: Thickness Original Depth Material Colour Material Page 62 of Water Well Information System Page 118 of Detail Report

183 Water Well Information System Well Id Lot Concession Concession Name County Municipality n/a lot 15 con 5 OTTAWA Easting Nad83: Northing Nad83: Zone: Utm Reliability: unknown UTM Construction Date: 8/11/25 Primary Water Use: Domestic Secondary Water Use: Well Depth: Pump Rate: Static Water Level: Flow Rate: Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Digging Flowing (y/n): Elevation (m): Elevation Reliability: Depth to Bedrock: Overburden/Bedrock: No formation data Water Type: Casing Material: CONCRETE OTTAWA-CARLETON GLOUCESTER TOWNSHIP Thickness Original Depth Material Colour Material Page 63 of Water Well Information System Page 119 of Detail Report

184 Appendix: Ontario Database Descriptions EcoLog Environmental Risk Information Services Ltd can search the following databases. The extent of historical information varies with each database and current information is determined by what is publicly available to EcoLog ERIS at the time of update. Note: Databases denoted with * indicates that the database will no longer be updated. See the individual database descriptions for more information. Provincial Government Source Databases: Abandoned Aggregate Inventory Up to Sept 22 AAGR The MAAP Program maintains a database of all abandoned pits and quarries. Please note that the database is only referenced by lot and concession and city/town location. The database provides information regarding the location, type, size, land use, status and general comments. Aggregate Inventory Up to Jun 21 AGR The Ontario Ministry of Natural Resources maintains a database of all active pits and quarries. Please note that the database is only referenced by lot\concession and city/town location. The database provides information regarding the registered owner/operator, location, status, licence type, and maximum tonnage. Abandoned Mines Information System AMIS The Abandoned Mines Information System contains data on known abandoned and inactive mines located on both Crown and privately held lands. The information was provided by the Ministry of Northern Development and Mines (MNDM), with the following disclaimer: the database provided has been compiled from various sources, and the Ministry of Northern Development and Mines makes no representation and takes no responsibility that such information is accurate, current or complete. Reported information includes official mine name, status, background information, mine start/end date, primary commodity, mine features, hazards and remediation. Borehole 1875-Sept 21 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 195 to 199 s in Southern Ontario. Boreholes from the Ontario Geological Survey (OGS) including The Urban Geology Analysis Information System (UGAIS) and the York Peel Durham Toronto (YPDT) database of the Conservation Authority Moraine Coalition. This database will include fields such as location, stratigraphy, depth, elevation, year drilled, etc. For all water well data or oil and gas well data for Ontario please refer to WWIS and OOGW. Certificates of Approval 1985-Jun 211 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. TSSA Commercial Fuel Oil Tanks 1948-Aug 211 CFOT Since May 22, 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.

185 Coal Gasification Plants and Coal Tar Sites April 1987 and November 1988* COAL This inventory includes both the Inventory of Coal Gasification Plant Waste Sites in Ontario-April 1987 and the Inventory of Industrial Sites Producing or Using Coal Tar and Related Tars in Ontario-November 1988) collected by the MOE. It identifies industrial sites that produced and continue to produce or use coal tar and other related tars. Detailed information is available and includes: facility type, size, land use, information on adjoining properties, soil condition, site operators/occupants, site description, potential environmental impacts and historic maps available. This was a one-time inventory.* Compliance and Convictions 1989-Aug 211 CONV This database summarizes the fines and convictions handed down by the Ontario courts beginning in Companies and individuals named here have been found guilty of environmental offenses in Ontario courts of law. Drill Holes DRL The Ontario Drill Hole Database contains information on more than 113, 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 1:5, map; a detailed company map; or from submitted a Report of Work. Environmental Registry 1994-Aug 211 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, licence, or certificate of approval to release substances into the air or water; these are notified on the registry. Data includes things like; Approval for discharge into the natural environment other than water (i.e. Air), Permit to Take Water (PTTW), Certificate of Property Use (CPU), Approval for a waste disposal site, Order for preventative measures.(epa s. 18), Order for conformity with Act for waste disposal sites.(epa s. 44), Order for remedial work.(epa s. 17) and many more. TSSA Fuel Storage Tanks Current to Jun 211 FST The Technical Standards & Safety Authority (TSSA), under the Technical Standards & Safety Act of 2 maintains a database of registered private and retail fuel storage tanks in Ontario with fields such as location, tank status, license date, tank type, tank capacity, fuel type, installation year and facility type. Ontario Regulation 347 Waste Generators Summary 1986-Oct 21 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

186 Mineral Occurrences 1846-Nov 21 MNR In the early 7 s, the Ministry of Northern Development and Mines created an inventory of approximately 19, 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 +/- 2 m. Many reference elements for each record were derived from field sketches using pace or chain/tape measurements against claim posts or topographic features in the area. The primary limiting factor for the level of positional accuracy is the scale of the source material. The testing of horizontal accuracy of the source materials was accomplished by comparing the planimetric (X and Y) coordinates of that point with the coordinates of the same point as defined from a source of higher accuracy. Non-Compliance Reports 1992(water only), NCPL The Ministry of the Environment provides information about non-compliant discharges of contaminants to air and water that exceed legal allowable limits, from regulated industrial and municipal facilities. A reported non-compliance failure may be in regard to a Control Order, Certificate of Approval, Sectoral Regulation or specific regulation/act. Ontario Oil and Gas Wells 18-Jun 211 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 2,+ wells in their database. Information available for all wells in the ERIS database include well owner/operator, location, permit issue date, well cap date, licence no., status, depth and the primary target (rock unit) of the well being drilled. All geology/stratigraphy table information, plus all water table information is also provide for each well record. Ontario Inventory of PCB Storage Sites 1987-Oct 24 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. Pesticide Register 1988-Mar 211 PES The Ontario Ministry of Environment maintains a database of all manufacturers and vendors of registered pesticides. Private and Retail Fuel Storage Tanks * 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). Ontario Regulation 347 Waste Receivers Summary 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

187 Record of Site Condition 1997-Sept 21, Oct 24-Aug 211 RSC The Record of Site Condition (RSC) is part of the Ministry of the Environment s Brownfields Environmental Site Registry. Protection from environmental cleanup orders for property owners is contingent upon documentation known as a record of site condition (RSC) being filed in the Environmental Site Registry. In order to file an RSC, the property must have been properly assessed and shown to meet the soil, sediment and groundwater standards appropriate for the use, such as residential, proposed to take place on the property. The Record of Site Condition Regulation (O. Reg. 153/4) details requirements related to site assessment and clean up. Information available includes Registration Number, Filing Owner, Property, Filing Date and Municipality. Ontario Spills 1988-Nov 21 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 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 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). Waste Disposal Sites - MOE CA Inventory 197-Jun 211 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. For more current information for Waste Disposal Sites please see the EBR database, which will include information such as 'Approval for a waste disposal site (EPA s.27)' and 'Approval for use of a former waste disposal site (EPA s.46)'. Waste Disposal Sites - MOE 1991 Historical Approval Inventory Up to Oct 199* WDSH In June 1991, the Ontario Ministry of Environment, Waste Management Branch, published the "June 1991 Waste Disposal Site Inventory", of all known active and closed waste disposal sites as of October 3st, 199. For each "active" site as of October 31st 199, information is provided on site location, site/ca number, waste type, site status and site classification. For each "closed" site as of October 31st 199, 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-Mar 211 WWIS This database describes locations and characteristics of water wells found within Ontario in accordance with Regulation 93. It includes such information as coordinates, construction date, well depth, primary and secondary use, pump rate, static water level, well status, etc. Also included are detailed stratigraphy information, approximate depth to bedrock and the approximate depth to the water table. Federal Government Source Databases: Environmental Effects Monitoring * Diagram Identifier: 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

188 Environmental Issues Inventory System * EIIS The Environmental Issues Inventory System was developed through the implementation of the Environmental Issues and Remediation Plan. This plan was established to determine the location and severity of contaminated sites on inhabited First Nation reserves, and where necessary, to remediate those that posed a risk to health and safety; and to prevent future environmental problems. The EIIS provides information on the reserve under investigation, inventory number, name of site, environmental issue, site action (Remediation, Site Assessment), and date investigation completed. Federal Convictions 1988-Jun 27 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. Contaminated Sites on Federal Land June 2-May 211 FCS The Treasury Board of Canada Secretariat maintains an inventory of all known contaminated sites held by various Federal departments and agencies. This inventory does not include properties owned by Crown corporations, but does contain nonfederal sites for which the Government of Canada has accepted some or all financial responsibility. All sites have been classified through a system developed by the Canadian Council of Ministers of the Environment. The database provides information on company name, location, site ID #, property use, classification, current status, contaminant type and plan of action for site remediation. Fisheries & Oceans Fuel Tanks 1964-Sept 23 FOFT Fisheries & Oceans Canada maintains an inventory of all aboveground & underground fuel storage tanks located on Fisheries & Oceans property or controlled by DFO. Our inventory provides information on the site name, location, tank owner, tank operator, facility type, storage tank location, tank contents & capacity, and date of tank installation. Indian & Northern Affairs Fuel Tanks 195-Aug 23 IAFT The Department of Indian & Northern Affairs Canada (INAC) maintains an inventory of all aboveground & underground fuel storage tanks located on both federal and crown land. Our inventory provides information on the reserve name, location, facility type, site/facility name, tank type, material & ID number, tank contents & capacity, and date of tank installation. National Analysis of Trends in Emergencies System (NATES) * NATE In 1974 Environment Canada established the National Analysis of Trends in Emergencies System (NATES) database, for the voluntary reporting of significant spill incidents. The data was to be used to assist in directing the work of the emergencies program. NATES ran from 1974 to Extensive information is available within this database including company names, place where the spill occurred, date of spill, cause, reason and source of spill, damage incurred, and amount, concentration, and volume of materials released. National Defence & Canadian Forces Fuel Tanks Up to May 21* 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 21. 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 21 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 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

189 National Defence & Canadian Forces Waste Disposal Sites 21-April 27 NDWD The Department of National Defence and the Canadian Forces maintains an inventory of waste disposal sites located on DND lands. Where available, our inventory provides information on the base name, location, type of waste received, area of site, depth of site, year site opened/closed and status. National Environmental Emergencies System (NEES) NEES In 2, 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 21, 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 24. National PCB Inventory 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 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 3 listed substances. Parks Canada Fuel Storage Tanks 192-Jan 25 PCFT Canadian Heritage maintains an inventory of all known fuel storage tanks operated by Parks Canada, in both National Parks and at National Historic Sites. The database details information on site name, location, tank install/removal date, capacity, fuel type, facility type, tank design and owner/operator. Transport Canada Fuel Storage Tanks 197-March 27 TCFT With the provinces of BC, MB, NB, NF, ON, PE, and QC; Transport Canada currently owns and operates 9 fuel storage tanks. This inventory will also include The Pickering Lands, which refers to the 7,53 hectares (18,6 acres) of land in Pickering, Markham and Uxbridge - owned by the Government of Canada since Properties on this land has been leased by the government since 1975, falls under the Site Management Policy of Transport Canada, but administered by Public Works and Government Services Canada. Our inventory provides information on the site name, location, tank age, capacity and fuel type. Private Source Databases: Anderson s Waste Disposal Sites 186s-Present ANDR The information provided in this database was collected by examining various historical documents which aimed to characterize the likely position of former waste disposal sites from 186 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

190 Automobile Wrecking & Supplies 21-Jun 21 AUWR This database provides an inventory of all known locations that are involved in the scrap metal, automobile wrecking/recycling, and automobile parts & supplies industry. Information is provided on the company name, location and business type. Chemical Register 1992, 1999-Jun 21 CHEM This database includes information from both a one time study conducted in 1992 and private source and is a listing of facilities that manufacture or distribute chemicals. The production of these chemical substances may involve one or more chemical reactions and/or chemical separation processes (i.e. fractionation, solvent extraction, crystallization, etc.). ERIS Historical Searches 1999-Apr 211 EHS EcoLog ERIS has compiled a database of all environmental risk reports completed since March Available fields for this database include: site location, date of report, type of report, and search radius. As per all other databases, the ERIS database can be referenced on both the map and Statistical Profile page. Canadian Mine Locations MINE This information is collected from the Canadian & American Mines Handbook. The Mines database is a national database that provides over 29 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 22, data pertaining to Canadian smelters and refineries has been appended to this database. Oil and Gas Wells Oct 21-Jun 211 OGW The Nickle s Energy Group (publisher of the Daily Oil Bulletin) collects information on drilling activity including operator and well statistics. The well information database includes name, location, class, status and depth. The main Nickles database is updated on a daily basis, however, this database is updated on a monthly basis. More information is available at Canadian Pulp and Paper 1999, 22, 24, 25, 29 PAP This information is part of the Pulp and Paper Canada Directory. The Directory provides a comprehensive listing of the locations of pulp and paper mills and the products that they produce. Retail Fuel Storage Tanks 2-Jun 21 RST This database includes an inventory of retail fuel outlet locations (including marinas) that have on their property gasoline, oil, waste oil, natural gas and / or propane storage tanks. Information is provided on company name, location and type of business. Scott s Manufacturing Directory 1992-Mar 211 SCT Scott s Directories is a data bank containing information on over 7, manufacturers in Ontario. Even though Scott s listings are voluntary, it is the most comprehensive database of Ontario manufacturers available. Information concerning a company s address, plant size, and main products are included in this database. This database begins with 1992 information and is updated annually. Anderson s Storage Tanks * 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

191 PHASE I ENVIRONMENTAL SITE ASSESSMENT APPENDIX C Qualifications of Environmental Assessors September 211 Report No (2)

192 Curriculum Vitae MARIA STANEVA Education M.Eng. Environmental Engineering, Concordia University, Montreal, Quebec, 26 B.Eng. Civil Engineering and Geodesy, University of Architecture, Sofia, Bulgaria, 1992 Diploma Geodesy, Photogrametry and Cartography, College in construction Hristo Botev, Sofia, Bulgaria, 1987 Languages English Fluent Golder Associates Ltd. Ottawa Due Diligence Assessor Maria Staneva is a Due Diligence Assessor/Environmental Consultant with Golder Associates in Ottawa. She has a Bachelor degree in civil engineering majored in water and wastewater treatment and Master s degree in Environmental engineering. She is responsible for conducting environmental site assessment Phase I and Phase II including contaminated site investigation and interviews, historical reviews, report writing, project management and proposal preparation, assisting in soil sampling, monitoring well installations, groundwater and surface water sampling. Ms. Staneva is involved in data management, analyses and interpretation for landfill monitoring programs. She is assisting with asbestos containing building materials surveys in office buildings throughout the City of Ottawa and residential buildings including identifying the presence of asbestos containing materials, asbestos bulk materials sampling in accordance with Ontario Regulation 278/5 and proposal preparation for designated substances surveys. Employment History Golder Associates Ltd. Ottawa, Ontario Due Diligence Assessor (27 to Present) Responsible for conducting environmental site assessment Phase I and Phase II. Specific duties included: Conducting contaminated site investigations and interviews, historical reviews, report writing, project management and proposal preparation. Clients included PWGSC, National Capital Commission, City of Ottawa and a variety of financial institutions; Conducting soil sampling, monitoring well installations, and groundwater and surface water sampling; Assisting in data management, analyses and interpretation for landfill monitoring programs; Assisting in treatability studies for arsenic removal from mining tails water; Assisting with asbestos containing building materials surveys in office buildings throughout the City of Ottawa and residential buildings including identifying the presence of asbestos containing materials, asbestos bulk materials sampling in accordance with Ontario Regulation 278/5, lead-containing paints sampling, proposal preparation and report writing for designated substances surveys. LUKO-K Ltd. Sofia, Bulgaria Environmental Engineer (1995 to 1998) Responsible for conducting environmental assessment of contaminated properties working on various phases of the remediation process, including review, data interpretation and preparation of reports and proposals, monitoring and system installation. 1

193 Curriculum Vitae MARIA STANEVA BORA Ltd. Sofia, Bulgaria Design Civil Engineer (1993 to 1995) Responsible for designing of municipal Wastewater Treatment Plant s units, process design calculations for wastewater treatment processes including designing of the pumping stations, gravity sewers and forcemains. TRAINING Health and Safety Module 1 and Module 2 Golder Associates Ltd., 27 Workplace Hazardous Materials Information System (WHMIS) Golder Associates Ltd., 27 Asbestos Awareness Workshop Golder Associates Ltd., 27 2

194 Curriculum Vitae DON PLENDERLEITH Education B.Eng. Geological Engineering, Ecole Polytechnique de Montreal, Montreal, Quebec, 199 M.Sc. Geophysics, Specialization in Earth Electrical Resistivity, University of British Columbia, Vancouver, British Columbia, 1983 B.Sc. Geophysics, Honours, University of British Columbia, Vancouver, British Columbia, 198 Certifications Registered as ing. with l'ordre des ingénieurs du Québec (OIQ) Registered as P.Eng. with the Professional Engineers of Ontario (PEO) Languages English Fluent French Fluent Golder Associates Ltd. Ottawa Career Summary Mr. Don Plenderleith, is an Associate and senior project manager at Golder, Ottawa with 16 years of experience in conducting assessment and remediation of contaminated sites. He is a geological engineer with a M.Sc. in geophysics. He has worked extensively on federal sites throughout his career, and manages approximately 1 environmental projects per year under Golder s Standing Offer Agreement with PWGSC-Environmental Services in the National Capital Region. His experience related to drinking water includes preparing a manual for use at the Department of Foreign Affairs' diplomatic properties that treat their own potable water. The manual includes drinking water sampling procedures, water lab set-up, procedures for using a Hach Portable Water Test Lab, and appropriate actions to take when various parameters exceed their limits. Mr. Plenderleith leads Golder s national client service team for the federal government. Mr. Plenderleith has his Secret Security Clearance. Employment History Golder Associates Ltd. Ottawa, Ontario Associate, Senior Project Manager and Federal Client Service Team Leader (2 to Present) Responsible for: federal government client development, project management and technical direction of a variety of environmental projects from the Ottawa office. Mr. Plenderleith s key expertise includes: contaminated site assessment and remediation, peer-reviews of contaminated site work, environmental compliance audits, and providing advice to property managers regarding property acquisition and divestitures. Mr. Plenderleith is Golder Associates Ottawa coordinator for projects with the Canadian federal government. Contaminated site experience includes: Phase I and II ESAs and site remediation projects at military bases, power generating facilities, petroleum sites, residential properties, railway lands, and other industrial and commercial properties. Conor Pacific Environmental Technologies Inc. Ottawa, Ontario Project Manager (1995 to 2) Responsibilities included managing personnel on environmental assessments, managing several key client accounts and developing new business in the National Capital Region, performing environmental compliance audits and Certificate of Approval related work at a variety of industrial facilities in Ontario and Québec, providing technical review of projects (hydrogeology, site assessment, and remediation). 1

195 Curriculum Vitae DON PLENDERLEITH Lupien, Rosenberg & Associates Inc. Montreal & Ottawa Branch Manager/Project Manager (1993 to 1995) Responsibilities included new business development, and participating in environmental investigations at major rail yards in North Bay, Sudbury, Hamilton, and Montreal. Also performed a mercury vapour survey and formulated a mercury remediation and decommissioning program at a dental alloys plant. TRAINING Hydrosult Inc. Montreal, Canada & Jakarta, Indonesia Project Engineer (1991 to 1992) Worked on international development projects for Canadian International Development Agency (CIDA) in a building within the Ministry of Public Works capacity - Water Resources Sector, Government of Indonesia. Responsibilities included analyzing precipitation, stream flow, and water use data to develop the water balance for two Indonesian provinces. Throughout the project Mr. Plenderleith was partnered with an Indonesian engineer. Project Management Professional (PMP) Exam Preparation PMI, 24 OSHA 4-hr Contaminated Sites Operations Health and Safety Training 21 Workshop: Environmental Management System Issues in Government, Pitfalls in Contaminated Site Assessment & Remediation Ministry of the Environment, 2 Ontario's 3Rs Regulations, Waste Audits and Work Plans Ministry of the Environment, 1995 Ontario's Environmental Protection Act (EPA) Training Ministry of the Environment, 1994 Remediation Techniques for Contaminated Sites, Continuing Education Ecole Polytechnique de Montreal, 1992 PROFESSIONAL AFFILIATIONS Board Member, Air & Waste Management Association, Ottawa Valley Chapter 2

196 Golder Associates Ltd. 32 Steacie Drive Kanata, Ontario, K2K 2A9 Canada T: +1 (613)