Phase One Environmental Site Assessment Existing Commercial Property 1430 King Street Port Perry, Ontario

Report for Jadoro Investments Ltd.

1801 Wentworth Street, Whitby, Ontario L1N 8R6 Canada | 11196473 | 03 | Report No 1 | August 9 2019

Executive Summary

A Phase One Environmental Site Assessment (ESA) was completed by GHD Limited (GHD) for Jadoro Investments Inc. (herein referred to as “the Client”) for land identified with the municipal address of 1430 King Street in Port Perry, Ontario (referred to as “the Property”). The Property encompasses an area of 28.6 hectares (70.8 acres) and supports a residential dwelling, barn and 9- hole golf course. The Property and surrounding area are privately serviced for water and septic. The Property has historically been used agriculturally was developed in the early 2000s to support the Sunnybrae Golf Course. The barn on the Property was constructed by 1927 and the house was constructed by 1965, based on aerial photography.

The Phase One ESA has been prepared to provide the Client with a professional opinion of the potential for materially significant environmental liabilities as part of the due diligence process. The Phase One ESA was prepared under the supervision of a Qualified Person, as defined by the Environmental Protection Act, using Ontario Regulation (O. Reg.) 153/04 (as periodically amended), Schedule D for Phase One Environmental Site Assessments under Part XV.1 of the Act.

Based upon observations made during the site reconnaissance including the surrounding land uses and review of the historical documentation, potentially contaminating activities (PCAs) were identified on the Property and within the Phase One Study Area (i.e. within 250 m of the Property). PCAs on-site are identified for the presence of a 910 L heating oil aboveground storage tank (AST) and the application of pesticides for golf course use. PCAs within the Phase One Study Area have been identified for the application of pesticides associated with an observed orchard, and additional fuel storage tanks. It is the opinion of GHD that identified PCAs have resulted in areas of potential environmental concern (APECs) at the Property.

It is GHD’s opinion that further environmental work in the form of a Phase Two ESA is warranted to investigate the identified APECs.

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Table of Contents

Executive Summary i 1. Introduction 1 Phase One Property Information ...... 1 2. Scope of Investigation 1 3. Records Review 2 General ...... 2 3.1.1 Phase One Study Area Evaluation ...... 2 3.1.2 First Developed Use Determination...... 2 3.1.3 Chain of Title ...... 3 3.1.4 Environmental Reports ...... 3 Environmental Source Information ...... 3 3.2.1 Mapping ...... 4 3.2.2 Zoning ...... 4 3.2.3 Ontario Ministry of Environment, Conservation and Parks ...... 4 3.2.4 Technical Standards and Safety Authority ...... 4 3.2.5 EcoLog Environmental Risk Information System ...... 4 Physical Setting Sources ...... 5 3.3.1 Aerial Photographs ...... 5 3.3.2 Topography, Hydrogeology, & Geology ...... 5 3.3.3 Fill Materials ...... 6 3.3.4 Water Bodies and Areas of Natural Significance ...... 6 3.3.5 Well Records ...... 6 Site Operations Records ...... 6 4. Interview 7 5. Site Reconnaissance 8 General Requirements ...... 8 Specific Observations at the Phase One Property ...... 8 Enhanced Investigation Property ...... 8 Written Description of Investigation ...... 8 6. Review and Evaluation of Information 9 Current and Past Uses ...... 9 Potentially Contaminating Activity ...... 9 Areas of Potential Environmental Concern ...... 10 Phase One Conceptual Site Model ...... 10 7. Conclusions and Recommendations 12 Phase Two Environmental Site Assessment Required? ...... 12 Phase One Environmental Site Assessment Alone ...... 12

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Signatures ...... 12 8. References 13 9. Statement of Limitations 14

Enclosures Figure No.

Vicinity Plan 1 Property Plan 2

Plot Plan 3

Phase One Conceptual Site Model (CSM) - Study Area 4

Phase One Conceptual Site Model (CSM) – Property 5

Tables

Table 3.1: Chain of Title – (PIN# 26806-0059) ...... 3 Table 6.1: Current and Past Uses ...... 9 Table 6.2: Areas of Potential Environmental Concern ...... 10 Table 6.3: Phase One Conceptual Site Model ...... 11

Appendices

Appendix A Historicals

Appendix B Aerial Photographs Appendix C Property Photographs

Appendix D Assessor Qualifications

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1. Introduction

Phase One Property Information

A Phase One Environmental Site Assessment (ESA) was completed by GHD Limited (GHD) for Jadoro Investments Inc. (herein referred to as “the Client”) for land identified with the municipal address of 1430 King Street in Port Perry, Ontario (referred to as “the Property”). The Property encompasses an area of 28.6 hectares (70.8 acres) and supports a residential dwelling and nine (9) hole golf course. The golf course is associated with an eighteen (18) facility known as Sunnybrae Golf Club which exists south of the Property (across King Street). The Property and surrounding area are privately serviced for water and septic. The Property has historically been used agriculturally was developed in the early 2000s to support the Sunnybrae Golf Club. The barn on the Property was constructed by 1927 and the house was constructed by 1965, based on aerial photographs.

The location of the Property is illustrated on the Vicinity Plan, Figure 1. A more detailed depiction of the Property with respect to surrounding roads and watercourses is illustrated on the Property Plan, Figure 2. The Plot Plan is presented on Figure 3 using a recent Ministry of Natural Resources and Forestry (MNRF) aerial photograph. The Phase One Conceptual Site Model (CSM) showing the Property and Phase One Study Area (surrounding lands within 250m) and potentially contaminating activities (PCAs) is provided as Figure 4. A CSM showing PCAs resulting in areas of potential environmental concern (APECs) for the Property is provided as Figure 5. The Property, PCAs, APECs and surrounding areas are discussed in detail in the following sections.

The Phase One ESA has been prepared to provide the Client with a professional opinion of the potential for materially significant environmental liabilities from an environmental assessment perspective.

2. Scope of Investigation

The Phase One ESA was prepared under the supervision of a Qualified Person, as defined by the Environmental Protection Act, using Ontario Regulation (O. Reg.) 153/04 (as periodically amended), Schedule D for Phase One Environmental Site Assessments under Part XV.1 of the Act. The purpose of the Phase One ESA was to identify and document the current and historical conditions that indicate if further investigation may be necessary to evaluate the potential environmental liabilities. To achieve the purpose, the scope of work for this ESA included the following elements.

1. Compiled and reviewed available background information relating to past land use. Sources of information included mapping, plans, reports, aerial photography and land registry records.

2. Reviewed information available through the EcoLog Environmental Risk Information Service (ERIS). An ERIS report provides information associated with the Property and neighbouring properties within 250m, through a comprehensive search of federal, provincial and private source data.

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3. Carried out an inventory request of the Ministry of the Environment, Conservation and Parks (MECP) and Technical Standards and Safety Authority (TSSA) files to search for prior reported issues on the Property including incidents such as spills. 4. Conducted a walkover inspection to evaluate ground surface features and nearby land use.

5. Completed an interview with the Property owner. 6. Analyzed data obtained from the investigation and presented the findings in this written report with appropriate conclusions and recommendations. The conclusions presented in this report are professional opinions based on the data described herein.

3. Records Review

General

A historical records review was completed which included the evaluation of the following records:

• ERIS report;

• Freedom of Information (FOI) request submitted to the MECP;

• TSSA database;

• Historical aerial photography;

• Chain of Title search based on the legal description; and

• Other environmental and historical reports.

The historical records reviewed are provided in Appendix A.

3.1.1 Phase One Study Area Evaluation

The requirements for the Phase One Study, under O. Reg. 153/04, are to obtain and review records to evaluate potential environmental issues that may exist and to interpret any PCAs that may result in APECs. Lands within 250m (i.e. the Phase One Study Area), as shown on the CSM, Figure 4 were reviewed and evaluated. In our opinion, no PCAs were identified greater than 250m that should be included in the CSM or warrant additional environmental evaluation.

North: Highway 7A, residential lots, commercial greenhouses and agricultural land;

South: King Street and 18-hole golf course (Sunnybrae Golf Club);

East: Rural residential then municipally serviced residential; and, West: Agricultural land and rural residential lots.

3.1.2 First Developed Use Determination

The majority of the Property has historically been used agriculturally and was developed for use as a golf course in the early 2000s. The barn on-site was constructed by 1927 and the house was constructed by 1965, based on aerial photographs.

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3.1.3 Chain of Title

The following information was obtained online from ONLAND Ontario Land Registry Access. Geographically the lands are identified as PT LTS 14-15 CON 5 REACH PT 1 & 2 40R12425;; TOWNSHIP OF SCUGOG, with Property Identification Number (PIN) 26806-0059 (LT). The Property has been owned by Trimac Port Perry North Limited since 2014. The ownership is provided in the following table. There were no PCAs identified from the Chain of Title. Table 3.1: Chain of Title – (PIN# 26806-0059)

Owner Years of Ownership Trimac Port Perry North Limited February 2014 - Present 814834 Ontario Limited 1999 – February 2014 William Labanovich 1990 – 1999 850948 Ontario Ltd. 1989 – 1990 William Labanovich 1986 – 1989 William Labanovich & Charles Labanovich 1977 – 1986 Samual Carnegie 1971 – 1977 Doris Williams 1955 – 1971 William Leclare & Mabel Leclare 1939 – 1955 Daniel Christie and wife 1907 – 1939

3.1.4 Environmental Reports

The following environmental report was available to GHD for review:

• Phase One Environmental Site Assessment, Sunnybrae Golf Club, 1430 King Street, Port Perry. Prepared by Envirocure Environmental Consultants, November 21, 2013. Project No. E13-832.

The report was prepared for the entire Sunnybrae Golf Course, which encompasses lands on both the north and south sides of King Street. The 18-hole golf course was developed in the 1950s. The golf course was expanded in the early 2000s to include the 9-hole course north of King Street. PCAs were identified which include the presence of ASTs in the maintenance area and the presence of fill materials. A Phase Two ESA was recommended to evaluate the soil and groundwater quality in the area of the identified PCAs.

There were no other environmental reports available for review.

Environmental Source Information

Inquiries were made to obtain a number of documents regarding environmental information including information provided by maps, regulatory agencies (MECP, TSSA, etc.), local agencies (municipal data, local library etc.) and environmental search information on file. The review of these documents is discussed in the following subsections.

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3.2.1 Mapping

Mapping and figures are presented within the Enclosures of this report. The location is presented on the National Topographic System Mapping from Centre for Topographic Information, Natural Resources Canada Map 31 D/02, Vicinity Plan, Figure 1. The location with respect to adjacent roadways and surrounding land uses is presented on the Ministry of Natural Resources and Forestry (MNRF) map and is shown on the Property Plan, Figure 2. The Plot Plan, Figure 3 illustrates the Property and surrounding area using a recent aerial photograph. The surrounding area can be generally described as agricultural and residential. The Phase One CSM – Study Area, Figure 4 illustrates the Study Area (lands within 250 m) and identifies any PCAs in this area. The Phase One CSM – Property is presented as Figure 5 and illustrates the PCAs that, based upon information reviewed and evaluated and the professional opinion of GHD, have resulted in APECs at the Property.

3.2.2 Zoning

According to information available from the Township of Scugog Zoning By-Law Number 14-14, the Property is zoned as Recreational (RE). Surrounding land is zoned as Rural Residential (RR) and Agricultural (AG). Portions of the Phase One Study Area are zoned as Agricultural Holding (AG(H)) and Environmental Protection (EP). The parcel to the south of King Street also associated with the Sunnybrae Golf Club is also zoned as Recreational. Zoning information is provided in Appendix A. The zoning should be verified with the Township of Scugog. There are no PCAs related to zoning.

3.2.3 Ontario Ministry of Environment, Conservation and Parks

A request under the Freedom of Information and Protection of Privacy Act (FOIPPA) was made to the MECP in regards to potential environmental concerns. A response letter dated July 16, 2019, indicating additional information for the Property is available was received. The additional information has not be received at the time of writing this report. Any pertinent information related to the requested documents will be forwarded upon receipt.

3.2.4 Technical Standards and Safety Authority

A search request was made to the TSSA in regards to potential environmental concerns. A response letter dated July 29, 2019 indicates that a search in the TSSA’s record did not produce and Fuel Safety Documents. The response letter is included in Appendix A. No PCAs are identified.

3.2.5 EcoLog Environmental Risk Information System

An ERIS report was reviewed for the Property and Phase One Study Area. The ERIS report is based on a number of databases including, but not limited to, the National PCB Inventory, National Pollutant Release Inventory, Occurrence Reporting Information System, Retail Fuel Storage Tanks, Private Fuel Storage Tanks, Waste Disposal Sites Inventory and Certificates of Approval.

The ERIS report is included in Appendix A and documents thirteen (13) records for the Property and an additional twenty-four (24) records for the Phase One Study Area. The following is a summary of the thirteen (13) records listed for the Property: • One (1) ERIS Historical Search record; • Two (2) Ontario Regulation 347 Waste Generators Summary records;

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• Four (4) Permit To Take Water records; and, • Six (6) Water Well Information System records.

It is the opinion of GHD that records listed for the Property are not of significant environmental concern and do not result in PCAs. The following is a summary of the additional twenty-four (24) records listed for the Phase One Study Area: • One (1) Commercial Fuel Oil Tank record; • One (1) ERIS Historical Search record; • Two (2) Ontario Regulation 347 Waste Generators Summary records; • Three (3) Permit To Take Water records; and, • Seventeen (17) Water Well Information System records.

Based on the records reviewed for the Phase One Study Area, the following records are discussed:

• A commercial fuel oil tank is listed for the lot at 1381 Highway 7A. The records lists a 2270 L fuel oil underground storage tank (UST). The UST is used for the storage of fuel oil. No other information is given. Based on the record, PCAs are identified. Based on the separation from the Property by Highway 7A, it is the opinion of GHD that the record does not warrant further investigation at the Property.

Physical Setting Sources

3.3.1 Aerial Photographs

Digital aerial photographs were obtained for the years 1927, 1965 and 1981 from the National Air Photo Library. Recent images from Google Earth from the years of 2005 and 2017 were also reviewed. The aerial photographs are included in Appendix B. King Street and Highway 7A are developed in all of the photographs.

The image from 1927 shows the Property as largely agricultural. Structures are observed at the north end of the parcel. A barn is present within the Property boundaries at this time. Surrounding land is generally agricultural.

The Property is also largely agricultural in the 1965 image. The Sunnybrae Golf Course to the south is observed by this time. Some additional development along Highway 7A is observed. The residence on the Property has been constructed. Little observable change is noted in the 1981 image.

The 2005 Google Earth image shows the Property as under construction to support the current 9- hole golf course. By 2017, the golf course is observed. The 2017 photograph shows the Property and surrounding area in the general configuration observed during the site reconnaissance. Based on the aerial photographs, no additional PCAs are identified.

3.3.2 Topography, Hydrogeology, & Geology

Topography: As depicted by the Vicinity Plan and Property Plan, and observed during the site reconnaissance, the topography of the area has a gentle slope towards local tributaries.

Hydrogeology: Based on topographic relief, it is inferred that local groundwater flow direction is toward local tributaries and environmentally protected areas within the Phase One Study Area.

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Hydrology: Surface water will flow in accordance with local topography toward drainage ditches along Highway 7A and King Street.

Geology: The Property is situated at the regional geologic boundary of the physiographic regions known as the Peterborough Drumlin Field and Schomberg Clay Plains (Chapman and Putnam, 1984). The Oak Ridges Moraine is located to the south. Locally, the Property is located within clay plains. Stratigraphy of the area is generally shallow topsoil underlain by clay with varying sand and gravel content.

3.3.3 Fill Materials

The lands have historically been used for agricultural purposes and have been developed to support a residence, barn and a golf course. Deleterious fill materials were not observed during the site reconnaissance and are not expected on the Property.

3.3.4 Water Bodies and Areas of Natural Significance

A small tributary within the area zoned as Environmental Protection is present within the Phase One Study Area. No areas of natural significance were identified.

3.3.5 Well Records

The area is privately serviced for water and septic. If any water wells or monitoring wells are required to be decommissioned, they should be abandoned in accordance with Ontario Regulation 903.

Site Operations Records

The following records were considered for the Property: i) Regulatory permits and records related to areas of potential environmental concern: There were no regulatory permits related to the APECs. ii) Material safety data sheets (MSDS): Not applicable. iii) Underground utility drawings: Underground utilities are related to water, septic and electrical lines. Environmental issues related to underground utilities are not expected. iv) Inventories of chemicals, chemical usage and chemical storage areas: No chemical storage areas were observed. v) Inventory of above ground storage tanks (ASTs) and underground storage tanks (USTs): One (1) 910L heating oil AST was identified within the basement of the current residence on the Property. The tank was observed to be in good condition and was stored on concrete. The concrete around the tank was observed to be free of stains. GHD recommends the tank be further investigated. An additional 2270 L fuel UST was identified within the ERIS report at 1381 Highway 7A. Based on the separation from the Property by Highway 7A, it is GHD’s opinion that this record does not require further environmental investigation.

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vi) Environmental monitoring data, including data created in response to an order or request of the Ministry: Any pertinent information will be forwarded upon receipt from TSSA and the MECP. vii) Waste management records, including current and historical waste storage locations and waste generator and waste receiver information maintained pursuant to Regulation 347 of the Revised Regulations of Ontario, 1990 (General – Waste Management) made under the Act, or its predecessors: The Sunnybrae Golf Club is registered as a waste generator for the generation of waste crankcase oils and lubricants, as identified in the ERIS report. Based on the information given, no environmental concerns are identified. viii) Process, production and maintenance documents related to areas of potential environmental concern: No process, production or maintenance documents were available related to the APECs.

ix) Records of spills and records of discharges of contaminants, including records of spills and records of discharges of contaminants of which notice is required to be given to the Ministry under the Act and records of such spills and discharges required to be kept pursuant to Ontario Regulation 675/98 (Classification and Exemption of Spills and Reporting of Discharges) made under the Act: No spills were documented at the Property.

x) Emergency response and contingency plans including spill prevention and contingency plans prepared pursuant to section 91.1 of the Act and Ontario Regulation 224/07 (Spill Prevention and Contingency Plans) made under the Act: Not applicable.

xi) Environmental audit reports: Not applicable. xii) Site plan of facility showing areas of production and manufacturing: No manufacturing was identified at the Property.

4. Interview

GHD discussed the Property with Ms. Dorie McDonald on July 25, 2019. Ms. McDonald is the president of Jadoro Investments Ltd. and has owned the Property since 2014. The Property encompasses 28.6 hectares and supports a nine (9) hole golf course, a residential dwelling and a barn. An existing Permit to Take Water (PTTW) is in place for the site (No. 2627-ABKNMY) which allows for a maximum taking of 400,000L of water for irrigation purposes. The water is pumped from on-site ponds as required during the golfing season.

The residence is 1.5 storeys and is heated with an oil-fired furnace. The furnace oil is stored within a 910 L AST which is housed on concrete in the basement. The AST was installed in 2006. The house is privately serviced with a dug well and septic system. The barn is not heated and is used for storage by the Sunnybrae Golf Club.

Ms. McDonald was not aware of any environmental issues surrounding the AST. Besides the AST and septic tank, there are no other above ground or underground tanks on the Property. She was not aware of any spills, deleterious fill material or other environmental concerns.

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Based on the interview, PCAs are identified for the presence of a heating oil AST. It is the opinion of GHD that further environmental investigation is warranted.

5. Site Reconnaissance

General Requirements

In accordance with the Regulation, a site reconnaissance was completed of the Property. Adjacent and surrounding sites were also generally observed from public access ways. A summary of the Phase One Environmental Site Assessment Inspection Checklist is presented in Appendix A. Property photographs are provided in Appendix C and document the Property and surrounding area. The assessor qualifications are provided in Appendix D.

Specific Observations at the Phase One Property

The following paragraphs are based upon a site reconnaissance that was conducted on July 25, 2019 by GHD.

The majority of the Property is used to support a 9-hole golf course, known as the Sunnybrae Golf Club. The Property also supports one (1) residence and one (1) barn. The residence is privately serviced with a dug well and septic system. The residence is heated with an oil-fired furnace. The heating oil is stored in a 910L heating oil tank, which is stored on the concrete floor within the basement. The tank was installed in 2006 and appeared in good condition. The area surrounding the tank was free of staining at the time of the site inspection.

The barn is constructed of wood with a stone foundation and is not heated. The barn is used for storage for the golf course business. Neighbouring land is generally residential, agricultural and commercial, including a greenhouse and an 18-hole golf course. A relatively small orchard was observed to the north of Highway 7A.

There were no signs of landfilling, deleterious fill material, spills or other environmental concerns on the Property. Based on the site reconnaissance, PCAs are identified for a heating oil tank and the application of pesticides on the Property and at an orchard within the Phase One Study Area. It is the opinion of GHD that further environmental investigation is warranted.

Enhanced Investigation Property

A Property is considered to be an Enhanced Investigation if the Property is used, or has ever been used, in whole or in part for an industrial use or for any of the following commercial uses: (i) as a garage; (ii) as a bulk liquid dispensing facility, including a gasoline outlet; or (iii) for the operation of dry cleaning equipment. Based on the historical information obtained for the Phase One ESA, this Property is not considered an enhanced investigation property.

Written Description of Investigation

The site reconnaissance included an inspection to confirm the current conditions and identify any current land uses which may have or may cause actual and/or potential environmental impacts.

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Adjoining and neighbouring sites were observed from public access ways. Written description of the investigation and the site inspection checklist are included in Appendix A.

6. Review and Evaluation of Information

Current and Past Uses

Based upon the information obtained through the records review, the site reconnaissance and interview, the Property has historically been used for agricultural purposes. In accordance with the Regulation, a table of current and past uses of the Property is required. Based on the information provided and reviewed, the following table is presented: Table 6.1: Current and Past Uses

Year Name of Owner Description of Property Other Observations from Aerial Photos, Property Use Use1 FIPs, etc. Feb 2014 Trimac Port Commercial Commercial Land registry confirmed the current owner. – Present Perry North Golf Course / Residential Site reconnaissance confirmed site layout and Limited with residential surrounding land use. dwelling Aerial photograph from 2017 confirms use as golf course. PCAs identified for application of pesticides on the Property and at adjacent orchard and a heating oil AST. APECs identified. Early Various owners Commercial Commercial Land registry documents confirmed ownership. 2000s – (refer to Table Golf Course / Residential Aerial photograph from 2005 shows development Feb 2014 3.1) with residential as golf course. dwelling and barn 1907 – Various owners Agricultural Agricultural Land registry documents confirmed ownership. Early (refer to Table or Other Aerial photographs from 1927, 1965 and 1981 2000s. 3.1) confirms agricultural with one structure. No historical PCAs identified during this time. Notes: Dates and uses are estimated based on information obtained and reviewed. (1) – the following types of property uses were considered: Agriculture or other; Commercial; Community; Industrial; Institutional; Parkland; and, Residential use.

Potentially Contaminating Activity

The MECP provides a list of PCAs in Schedule D of O. Reg. 153 (as amended by O. Reg. 511/09, O. Reg. 245/10 and O. Reg. 179/11). The following is a list and description of PCAs identified in the Phase One Study Area based on the MECP list. The PCAs are illustrated on the CSM Study Area, Figure 4 and identified as follows. 1. Pesticides (including Herbicides, Fungicides, and Anti-Fouling Agents) Manufacturing, Processing, Bulk Storage and Large-Scale Applications (PCA #40). This PCA is identified for the application of pesticides relating to golf course use at the Property. Further environmental investigation is warranted.

2. Gasoline and Associated Products Storage in Fixed Tanks (PCA #28). This PCA is identified for one (1) 910L heating oil AST within the basement of the dwelling. The tank was installed in 2006 and should be further investigated.

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Additional fuel storage tanks were identified within the ERIS report and past investigations by others. The documentation indicates the tanks are located within the maintenance area of the golf course south of King Street and at the municipal address of 1381 Highway 7A. Based on the distance from the Property, it is the opinion of GHD that these tanks do not result in APECs.

Areas of Potential Environmental Concern

As outlined in Section 6.2, there are PCAs identified. It is GHD’s opinion that there is two (2) APECs as a result of the PCAs. The APECs are outlined below in Table 6.2 and illustrated on the CSM- Property, Figure 5. The APECs warrant further investigation in the form of a Phase Two ESA. Table 6.2: Areas of Potential Environmental Concern

Areas of Potential Environmental Concern

APEC Location of PCA Location of Contaminants Media APEC on PCA (on-site of Potential Potentially Phase One or off-site) Concern Impacted Property

pH, PHCs and Soil Adjacent to Gasoline and Associated VOCs 1 residence and Products Storage in Fixed On-site heating oil AST Tanks (PCA #28) PHCs and VOCs Groundwater

Pesticides (including Herbicides, pH OCPs Soil Fungicides and Anti-Fouling Agents) Manufacturing, On-site and off- 2 Across Property Processing, Bulk Storage and site Large-Scale Applications (PCA OCPs Groundwater #40) Notes: PHCs = petroleum hydrocarbons; VOC = volatile organic compounds; OCPs = Organochlorine Pesticides.

Phase One Conceptual Site Model

The Phase One Conceptual Site Models are provided as Figures 4 and 5 within the Enclosures section. The CSM provides a basic overview, approximate locations of corridors, basic geological and hydrogeological information and any other pertinent data that may affect the Phase One ESA of Schedule D of the Regulation. The CSM is required to contain figures, narrative descriptions and assessments as per Subsection 16(7) of Table 1 of Schedule D (Sub-Heading (iv) in Report Section 7 of the Regulation). The following table and narrative is provided in accordance with O. Reg. 153 (as amended).

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Table 6.3: Phase One Conceptual Site Model

Provide one i) Show any existing buildings and The existing structures are shown on the CSM-Property, or more structures Figure 5. figures of ii) Identify and locate water bodies A small tributary is present within the Phase One Study the Phase located in whole or in part on the Area as shown on the Property Plan, Figure 2. One Study Phase One Study Area area that, iii) Identify and locate any areas of No areas of natural significance were identified. natural significance located in or in part on the Phase One Study Area iv) Locate any drinking water wells at The residence is privately serviced for water and septic with the Phase One Property a dug well. v) Show roads, including names within Roads with names are provided on the Property Plan, the Phase One Study Area Figure 2. vi) Show uses of properties adjacent to Adjacent site uses are shown on Figure 3. Generally, the the Phase One Property area is agricultural with some residential and commercial usage. vii) Identify and locate where any PCAs were identified on-site for the application of potentially contaminating activity pesticides and a heating oil AST. Off-site PCAs are has occurred, and show tanks in identified for application of pesticides at orchards and fuel such areas, and storage tanks within the Phase One Study Area. Locations of PCAs are shown on the CSM – Study Area, Figure 4. viii) Identify and locate any APECs APECs are identified and shown on the CSM-Property, Figure 5. Provide a i) Any areas where PCA on or The PCAs identified for the heating oil tank and pesticides description potentially affecting the Phase One have resulted in APECs as shown on the CSM – Property, and Property has occurred Figure 5. assessment ii) Any contaminants of potential The contaminants of potential concern include pH, of, concern petroleum hydrocarbons, volatile organic compounds and organochlorine pesticides. iii) The potential for underground Underground utilities are related to hydro and private water utilities, if any present, to affect and septic lines. It is the opinion of GHD that the potential distribution and transport for underground utilities to affect distribution and transport is minimal. iv) Available regional or site specific The Property is within the regional geologic boundary of geological and hydrogeological the Peterborough Drumlin Field and Schomberg Clay information, and Plains. Overburden material is expected to be comprised of clayey materials with varying amounts of sand and gravel. Groundwater is generally expected to conform to local topography and flow towards local tributaries and low-lying areas. v) How any uncertainty or absence of It is our opinion that the degree of uncertainty from this information obtained in each of the Phase One ESA is limited and the CSM is valid. Any components of the Phase One ESA uncertainty is expected to be addressed by the Phase Two could affect the validity of the ESA. model.

Based on the records review, interview and site reconnaissance carried out as part of this Phase One ESA, PCAs were identified. It is GHD’s opinion that there was sufficient information collected for this Property based upon the records review, interview and site reconnaissance to formulate the Phase One CSM. Based upon the information reviewed and evaluated, further investigation (i.e. a Phase Two ESA) is warranted to assess the APECs.

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7. Conclusions and Recommendations

Phase Two Environmental Site Assessment Required?

The Phase One ESA represents a "snapshot" in time. GHD cannot guarantee the reliability of information provided by others. However, whenever possible, verification of authenticity was attempted. In conclusion, it is GHD’s opinion that a Phase Two ESA is required to be conducted to evaluate the risk of impacts with respect to the identified APECs and PCAs.

Phase One Environmental Site Assessment Alone

The Phase One ESA indicates that a Phase Two ESA is required to investigate the APECs.

Signatures

The following signatures are provided of GHD staff that prepared and conducted the Phase One ESA. Mr. Nyle McIlveen, a Qualified Person within the meaning of the Environmental Protection Act and associated Regulation 153/04, has provided his opinion based on the information provided in this report. Following the References section of this report is the Statement of Limitations. These limitations are an integral part of this report. Should questions arise regarding any aspect of our report, please contact the undersigned or our office. Sincerely,

GHD

David Workman, P.Geo.

Nyle McIlveen, P.Eng.

/ew/dw/nmc

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8. References

Canadian Standards Association (CSA) Z768-01, "Phase I Environmental Site Assessment", reaffirmed 2012.

Chapman and Putnam, 1966. The Physiography of Southern Ontario, 2nd Edition. University of Toronto Press.

Chapman and Putnam, 1984. The Physiography of Southern Ontario, 3rd Edition. Ministry of Natural Resources.

Envirocure Environmental Consultants Inc., November 21, 2013. Phase One Environmental Site Assessment, Sunnybrae Golf, 1430 King Street, Port Perry. Project No. E13-832.

Environmental Protection Act, R.S.O. 1990, and associated regulations.

Occupational Health and Safety Act, R.S.O. 1990, and associated regulations.

Ontario Ministry of the Environment, 2011. Ontario Regulation 153/04: Records of Site Condition – Part XV.1 of the Act (Environmental Protection Act 153/04, as amended).

GHD | Phase One ESA, Existing Commercial Property, 1430 King Street, Port Perry, Ontario | 11196473 (03) | 13

9. Statement of Limitations

This report is intended solely for Jadoro Investments Ltd. in assessing the environmental concerns of lands located at the municipal address of 1430 King Street in Port Perry, Ontario and is prohibited for use by others without GHD’s prior written consent. This report is considered GHD’s professional work product and shall remain the sole property of GHD. Any unauthorized reuse, redistribution of or reliance on the report shall be at the Client and recipient’s sole risk, without liability to GHD. Client shall defend, indemnify and hold GHD harmless from any liability arising from or related to Client’s unauthorized distribution of the report. No portion of this report may be used as a separate entity; it is to be read in its entirety and shall include all supporting drawings and appendices.

The conclusions and recommendations made in this report are in accordance with our present understanding of the project, the current site use, surface and subsurface conditions, and are based on available information, a site reconnaissance on the date set out in the report, records review and interviews with appropriate people and the work scope approved by the Client and described in the report and should not be construed as a legal opinion. Therefore, our liability is limited to interpreting accurately the information made available to us and assessing the property information investigated during this Phase One ESA. The services were performed in a manner consistent with that level of care and skill ordinarily exercised by members of environmental engineering professions currently practicing under similar conditions in the same locality. No other representations, and no warranties or representations of any kind, either expressed or implied, are made. 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 such third parties.

If conditions at the Property change or if any additional information becomes available at a future date, modifications to the findings, conclusions and recommendations in this report may be necessary.

GHD | Phase One ESA, Existing Commercial Property, 1430 King Street, Port Perry, Ontario | 11196473 (03) | 14

Enclosures

GHD | Phase One ESA, Existing Commercial Property, 1430 King Street, Port Perry, Ontario | 11196473 (03) PHASE ONE PROPERTY

Base map compiled from Energy, Mines and Resources Canada Map 31 D/02 published 1999. Information current as of 1992

Jadoro Investments Ltd. 11196473-03 Scale: 1:50000 1430 King Street, Port Perry, Ontario August 2019 Coordinate System Phase One ESA NAD 1983 UTM Vicinity Plan FIGURE 1 Legend:

Phase One Property

Residential Commercial

Agricultural Agricultural Residential

Agricultural Residential

Commercial Residential

Legend:

Phase One Property

Source: Ministry of Natural Resources and Forestry. © Queen's Printer for Ontario, 2019. Jadoro Investments Ltd. 11196473-03 Scale: Refer to Scale Bar 1430 King Street, Port Perry, Ontario August 2019 Coordinate System: Phase One ESA NAD 1983 UTM Zone 17 Plot Plan FIGURE 3 Application of Pesticides, PCA #40 Phase One Study Heating Oil AST, PCA #28 Area (<250 m from Property)

Gasoline and Associated Products Storage in Fixed Tanks, PCA #28 Application of Pesticides, PCA #40

Legend:

Inferred shallow flow direction

Gasoline and Associated Products Phase One Study Area Storage in Fixed Tanks, PCA #28 (250 m from Property)

PCA location only (no APEC)

PCA Resulting in APEC

Source: Ministry of Natural Resources and Forestry. © Queen's Printer for Ontario, 2019. Jadoro Investments Ltd. 11196473-03 Scale: Refer to Scale Bar 1430 King Street, Port Perry, Ontario August 2019 Coordinate System: Phase One ESA NAD 1983 UTM Zone 17 CSM - Study Area FIGURE 4 Areas of Potential Environmental Concern Contaminants of Media Location APECs Location of APECs PCAs Potential Potentially of PCA Concern Impacted

Adjacent to residence Gasoline and Associated Products pH, PHCs and VOCs Soil On-site and heating oil AST Storage in Fixed Tanks (PCA #28) 1 PHCs and VOCs Groundwater Pesticides (including Herbicides, Fungicides and Anti-Fouling pH and OCPs Soil Agents) Manufacturing, Across Property On-site 2 Processing, Bulk Storage and Large-Scale Applications (PCA OCPs Goundwater #40) 1

Legend:

Phase One Property

Tank Location

Base map compiled from Energy, Mines and Resources Canada Map 31 D/02 published 1999. Information current as of 1992

Jadoro Investments Ltd. 11196473-03 Scale: 1:50000 1430 King Street, Prince Albert, Ontario July 2019 Coordinate System Phase One ESA NAD 1983 UTM CSM - Property FIGURE 5

Appendix A Historicals

GHD | Phase One ESA, Existing Commercial Property, 1430 King Street, Port Perry, Ontario | 11196473 (03) INTERVIEW SUMMARY

Client : Jadoro Investments Ltd. Project No : 11196473-03 Project / Site : 1430 King Street, Port Perry

Interview Date : July 25, 2019 Carried out by : David Workman Type of Interview : By telephone : In Person : X Location : 1430 King Street, Port Perry

Name of Interlocutor Title Firm

Dorie McDonald President Jadoro Investments Ltd. They have owned the subject property for approximately 5 years. It encompasses and area of Interview Summary : 28.6 ha (70.7 acres) and supports a nine (9) hole golf course, residential dwelling and barn. The golf course is part of the Sunnybrae Golf Club (eighteen (18) holes and club-house situated south of King Street). An existing Permit to Take Water (PTTW) is in-place for the site (No.2627-ABKNMY) which allows for a maximum taking of 400,000L of water for irrigation purposes. The water is pumped from on-site ponds as required during the golfing season. The house (located at the north end of the site) is a 1.5 storey, vinyl sided dwelling with a basement (date of construction is not known). The house is heated with an oil-fired furnace in the basement. Heating oil is stored in a steel above ground storage tank (AST) also located in the basement. The AST was installed in 2006. An electric water heater is also situated within the basement. The house is privately serviced with a dug well and septic system. The barn is not heated and used for storage by the golf club. Other than the heating oil AST and septic system tank, there are no other AST or underground storage tank (UST) on the property. There is no deleterious fill on the site.

She is not aware of any spills or environmental concerns on the subject property.

Transmitted Document (s):

Prepared by : D. Workman Project Manager : D. Workman Date : July 25, 2019

FO-820.07/GA / 12-09

Page 1 of 5 PHASE I – ENVIRONMENTAL SITE ASSESSMENT SITE INSPECTION CHECKLIST

Reference No. : 11196473-01 Location (Address) : 1430 King Street, Port Perry______Coordinates (lat/long, NAD 83) : 17T 662660 mE 4883400 mN Site Inspection Date : July 25, 2019 Completed by: David Workman Guide : N/A Guide’s Title : N/A Years Familiar with Site : N/A Project Manager : ____David Workman______

0.0 HEALTH AND SAFETY PROCEDURE AND/OR EQUIPMENT REQUIRED 0.1 Details : N/A

0.2 Equipment : Standard PPE

1.0 QUESTIONNAIRE Number/Age of buildings: 1.5-storey home (age unknown) with small shed to the east and barn (used for storage) to the southeast ______Additions/Demolitions : not known ______

Historic Site use?

Actual and Previous Use Years Occupied Name of Owner Description of Activities Commercial / Residential Feb 2014 – Present Trimac Port Perry North Limited Commercial Golf Course with residential dwelling Commercial / Residential Early 2000s – Feb Various owners Commercial Golf Course 2014 with residential dwelling and barn Agricultural or Other 1907 – Early 2000s. Various owners Agricultural

Does the Client have a Title Search ?  Yes  No

FO-820.12 / 05-10

Page 2 of 5 Drinking water and sewer services :  Wells (number, depth) : dug well services house (depth not known)______ Historic or abandoned wells (number, depth) : not known ______ Municipal aqueduct

 Septic system  Drainage field  Municipal sanitary sewer

Current and previous heating systems :  Natural gas year of installation : not known ______ Propane year of installation : ______ Electric year of installation : ______ Oil year of installation : not known______

Describe the number and location of furnaces, suspended furnaces, hot water tanks, etc. : forced air furnace and water heater (electric) located in basement.______

Are there storage tanks on Site? Yes (see below) Were there historic storage tanks on Site? Not Known. Year of Year Type Location Contents Volume Material Installation Decommissioned  steel  underground  indoor Heating 910L 2006  fibre-glass  above-ground  outdoor oil  plastic

Additional information about current or historic storage tanks : not known ______

Are there other petroleum product installations ? No.  Hydraulic lift (number) : ______ Hydraulic elevator (number) : ______ Generator : ______ Other : ______

Chemical products used ? None other than domestic cleaning products. ______

Fill material used on Site (type, location, amount/thickness, source) ? None other than what was used to construct the house and septic system. ______

Residual materials generated on Site ? None.  Paper, cardboard and other domestic waste  Scrap metal on the ground  Scrap metal in containers  Cooking oil and grease  Tires  Other : ______

Was there ever on-Site waste disposal ? No.______

FO-820.12 / 05-10

Page 3 of 5

Is there known contamination or any other environmental event associated with the Site, or neighbouring properties ? No. ______

Are there any complaints or infractions associated with the Site ? No. ______

Are there permits, certificates of authorization, or other environmental documents associated with Site activities ? Yes. Permit to Take Water (PTTW) No.2627-ABKNMY for a maximum taking of 400,000L of water for irrigation purposes related to the golf course operation. ______

Are there any previous environmental or geotechnical study reports available for the Site ? Yes. Phase I Environmental Site Assessment, Sunnybrae Golf Club, 1430 King Street, Port Perry, Ontario dated November 21, 2013 by Envirocure Environmental Consultants Inc. ______

Is there evidence of pesticide-use, herbicide-use, or other products that might be spread/sprayed over the Site ?  No  Yes (describe) : Probable use of pesticides associated with the operation and maintenance of the golf course.______

Are there known materials containing asbestos, UFFI, or PCBs on the Site ? Not known.  No  Yes (describe) : ______

If there is equipment suspected to contain ozone-depleting substances (air conditioning system, freezers, cold rooms, etc.), what company conducts maintenance activities of this equipment ? Not known. ______

ADDITIONAL QUESTIONS FOR INDUSTRIAL SITES :

Are facility documents available ? (Material Safety Data Sheets, hazardous materials inventory, storage tank inventory, process flowcharts, etc.) : No.______

Is there wastewater generated on Site (other than domestic water) ?  No  Yes (describe the point(s) of discharge and treatment process) : ______

Air emissions ?  None other than ventilation and heating  Yes (describe) : ______

FO-820.12 / 05-10

Page 4 of 5

2.0 ON-SITE OBSERVATIONS Visual limitations during inspection

 Snow covering the Site  Heavy rain  High fence or storage activities blocking observation of neighbouring properties  Other : ______

Number of storeys : 1.5______Basement or crawl space : Basement (unfinished).______

Staining on the ground?  No  Yes (describe) : ______Evidence of leaks or spills from storage tank?  No  Yes (describe) : ______

Are there floor drains in the building?  No  Yes (describe) : ______

Presence of materials potentially containing asbestos ?  No  Yes (describe equipment and concentration) : Not known.______

Presence of PCB-containing equipment?  No  Yes (describe) : Not known.______

Presence of equipment containing ozone-depleting substances?  No  Yes (describe) : ______

Topography : ____ Rolling golf course with gentle overall slope towards the southeast.______Drainage ditch or water body on the Site, or along Site boundaries : Ditches along both King Street and Highway 7A to south and north, respectively. ______Rainwater run-off : To ground ______Evidence of a potential wetland area: No. ______

FO-820.12 / 05-10

Page 5 of 5

Neighbouring properties: (indicate names and addresses of companies, if possible)

North : Highway 7A, then residential houses, commercial greenhouses then agricultural (cash crops) __ East : rural residential then municipally serviced residential ______South : King Street, then 18 hole golf course (Sunnybrae Golf Club) ______West : agricultural (cash crops) with rural residential properties along Highway 7A ______

Describe any evidence of potential impact to neighbouring properties : (i.e. service stations, storage tanks, fill material, outdoor storage, monitoring wells) Nothing observed.

Additional notes/comments :

Completed by : David Workman

Signature :

FO-820.12 / 05-10 PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER LAND PAGE 1 OF 4 REGISTRY PREPARED FOR GHD OFFICE #40 26806-0059 (LT) ON 2019/07/05 AT 09:58:38 * CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT * PROPERTY DESCRIPTION: PT LT 14-15 CON 5 REACH PT 1 & 2 40R12425;; TOWNSHIP OF SCUGOG

PROPERTY REMARKS: ESTATE/QUALIFIER: RECENTLY: PIN CREATION DATE: FEE SIMPLE FIRST CONVERSION FROM BOOK 2007/06/25 LT CONVERSION QUALIFIED OWNERS' NAMES CAPACITY SHARE TRIMAC PORT PERRY NORTH LIMITED ROWN CERT/ REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TO CHKD

** PRINTOUT INCLUDES ALL DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE 2007/06/22 **

**SUBJECT, ON FIRST REGISTRATION UNDER THE LAND TITLES ACT, TO:

** SUBSECTION 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPH 11, PARAGRAPH 14, PROVINCIAL SUCCESSION DUTIES *

** AND ESCHEATS OR FORFEITURE TO THE CROWN.

** THE RIGHTS OF ANY PERSON WHO WOULD, BUT FOR THE LAND TITLES ACT, BE ENTITLED TO THE LAND OR ANY PART OF

** IT THROUGH LENGTH OF ADVERSE POSSESSION, PRESCRIPTION, MISDESCRIPTION OR BOUNDARIES SETTLED BY

** CONVENTION.

** ANY LEASE TO WHICH THE SUBSECTION 70(2) OF THE REGISTRY ACT APPLIES.

**DATE OF CONVERSION TO LAND TITLES: 2007/06/25 **

NOTE: THE NO DEALINGS INDICATOR IS IN EFFECT ON THIS PROPERTY

40R12425 1989/07/28 PLAN REFERENCE C

D539044 1999/08/24 TRANSFER *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED

D539045 1999/08/24 CHARGE *** COMPLETELY DELETED *** LABANOVICH, WILLIAM

D548343 2003/01/13 CHARGE *** COMPLETELY DELETED *** THE JOSEPH LEBOVIC CHARITABLE FOUNDATION THE WOLF LEBOVIC CHARITABLE FOUNDATION

D550663 2006/08/11 AGREEMENT THE CORPORATION OF THE TOWNSHIP OF SCUGOG C

D550737ERR 2006/09/13 ASSIGNMENT GENERAL *** COMPLETELY DELETED ***

REMARKS: D539045 D550737 -ERROR ENTRY, CANCELLED BYWANDA GRIFFIN ON 2007/07/27

NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY. NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.

ESTATE/QUALIFIER:RECENTLY:PIN****SUBJECT,**DATENOTE: PRINTOUTCREATION THE OF CONVERSIONNO ONSUBSECTIONANDTHEITCONVENTION.ANY INCLUDESDATE: DEALINGSFIRST THROUGHESCHEATSRIGHTSLEASE REGISTRATIONALL TO44(1)OFLENGTHINDICATOR ORWHICHLANDDOCUMENTANY FORFEITUREOF PERSONOF TITLES: THETHE ADVERSEIS UNDERTYPES SUBSECTIONLAND INWHO 2007/06/25 TOEFFECT THEANDTITLES WOULD,POSSESSION,THE LANDDELETED CROWN.70(2)ON ACT,BUTTITLES**THIS FOROFINSTRUMENTSEXCEPTPRESCRIPTION, PROPERTY THEACT,THE REGISTRY PARAGRAPHLANDTO: SINCETITLES MISDESCRIPTION ACT 11,2007/06/22 ACT,APPLIES. PARAGRAPH BE ENTITLED **OR 14, BOUNDARIES PROVINCIAL TO THE LANDSETTLED SUCCESSION OR ANYBY PART DUTIES OF * PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER LAND PAGE 2 OF 4 REGISTRY PREPARED FOR GHD OFFICE #40 26806-0059 (LT) ON 2019/07/05 AT 09:58:38 * CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT * CERT/ REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TO CHKD

D550737 2006/09/13 TRANSFER OF CHARGE *** COMPLETELY DELETED *** LABANOVICH, WILLIAM COULING, FRED LEE, MARGARET REMARKS: D539045

DR630149 2007/08/01 DISCH OF CHARGE *** COMPLETELY DELETED *** COULING, FRED LEE, MARGARET REMARKS: RE: D539045

DR630710 2007/08/02 CHARGE *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED 558367 ONTARIO INC.

DR630857 2007/08/02 DISCH OF CHARGE *** COMPLETELY DELETED *** THE JOSEPH LEBOVIC CHARITABLE FOUNDATION THE WOLF LEBOVIC CHARITABLE FOUNDATION REMARKS: RE: D548343

DR633586 2007/08/13 NO ASSGN RENT GEN *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED 558367 ONTARIO INC. REMARKS: DR630710

DR714362 2008/05/28 TRANSFER OF CHARGE *** COMPLETELY DELETED *** 558367 ONTARIO INC. DOMIEL HOLDINGS INC. REMARKS: DR630710

DR740042 2008/08/19 NOTICE THE CORPORATION OF THE TOWNSHIP OF SCUGOG 814834 ONTARIO LIMITED C

DR766771 2008/11/14 CHARGE *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED MCCOY, CARL SEAGRAVE BUILDING SYSTEMS LTD. THE CANADA TRUST COMPANY

DR863751 2009/12/15 CHARGE *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED THE CANADA TRUST COMPANY SEAGRAVE BUILDING SYSTEMS LTD.

DR941049 2010/10/07 CHARGE *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED THE JOSEPH LEBOVIC CHARITABLE FOUNDATION THE WOLF LEBOVIC CHARITABLE FOUNDATION

DR941110 2010/10/07 CHARGE *** COMPLETELY DELETED *** NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY. NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP. PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER LAND PAGE 3 OF 4 REGISTRY PREPARED FOR GHD OFFICE #40 26806-0059 (LT) ON 2019/07/05 AT 09:58:38 * CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT * CERT/ REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TO CHKD

814834 ONTARIO LIMITED MCCOY, CARL SEAGRAVE BUILDING SYSTEMS LIMITED THE CANADA TRUST COMPANY THE CANADA TRUST COMPANY THE CANADA TRUST COMPANY

DR941112 2010/10/07 DISCH OF CHARGE *** COMPLETELY DELETED *** MCCOY, CARL SEAGRAVE BUILDING SYSTEMS LTD. THE CANADA TRUST COMPANY REMARKS: DR766771.

DR941113 2010/10/07 DISCH OF CHARGE *** COMPLETELY DELETED *** THE CANADA TRUST COMPANY SEAGRAVE BUILDING SYSTEMS LTD. REMARKS: DR863751.

DR941392 2010/10/08 DISCH OF CHARGE *** COMPLETELY DELETED *** DOMIEL HOLDINGS INC. REMARKS: DR630710.

DR1052479 2011/12/23 CHARGE *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED WELDON, LEE

DR1052495 2011/12/23 NO ASSGN RENT GEN *** COMPLETELY DELETED *** 814834 ONTARIO LIMITED WELDON, LEE REMARKS: DR1052479

DR1244164 2014/02/04 DISCH OF CHARGE *** COMPLETELY DELETED *** WELDON, LEE REMARKS: DR1052479.

DR1244252 2014/02/04 TRANSFER $1,650,000 814834 ONTARIO LIMITED TRIMAC PORT PERRY NORTH LIMITED C REMARKS: PLANNING ACT STATEMENTS.

DR1244253 2014/02/04 CHARGE *** DELETED AGAINST THIS PROPERTY *** TRIMAC PORT PERRY SOUTH LIMITED PACE SAVINGS & CREDIT UNION LIMITED TRIMAC PORT PERRY NORTH LIMITED

DR1244254 2014/02/04 NO ASSGN RENT GEN *** DELETED AGAINST THIS PROPERTY *** TRIMAC PORT PERRY SOUTH LIMITED PACE SAVINGS & CREDIT UNION LIMITED TRIMAC PORT PERRY NORTH LIMITED REMARKS: DR1244253 NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY. NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP. PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER LAND PAGE 4 OF 4 REGISTRY PREPARED FOR GHD OFFICE #40 26806-0059 (LT) ON 2019/07/05 AT 09:58:38 * CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT * CERT/ REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TO CHKD

DR1244357 2014/02/05 DISCH OF CHARGE *** COMPLETELY DELETED *** THE JOSEPH LEBOVIC CHARITABLE FOUNDATION THE WOLF LEBOVIC CHARITABLE FOUNDATION REMARKS: DR941049.

DR1247297 2014/02/24 DISCH OF CHARGE *** COMPLETELY DELETED *** MCCOY, CARL SEAGRAVE BUILDING SYSTEMS LIMITED THE CANADA TRUST COMPANY THE CANADA TRUST COMPANY THE CANADA TRUST COMPANY REMARKS: DR941110.

DR1669312 2017/12/21 RESTRICTION-LAND TRIMAC PORT PERRY NORTH LIMITED C REMARKS: NO TRANSFER, CHARGE OR OTHER DEALINGS EITHER DIRECTLY OR INDIRECTLY BY TRIMAC PORT PERRY NORTH LIMITED, OF ANY OF ITS INTEREST IN THE LAND DESCRIBED HEREIN OR ANY PART THEREOF, SHALL BE CREATED, REGISTERED OR OCCUR WITHOUT THE PRIOR WRITTEN CONSENT OF G-ZAK HOLDINGS II CORPORATION

DR1679616 2018/02/05 DISCH OF CHARGE *** COMPLETELY DELETED *** PACE SAVINGS & CREDIT UNION LIMITED REMARKS: DR1244253.

PROPERTY INDEX MAP DURHAM(No. 40)

LEGEND

FREEHOLD PROPERTY LEASEHOLD PROPERTY LIMITED INTEREST PROPERTY CONDOMINIUM PROPERTY RETIRED PIN (MAP UPDATE PENDING) PROPERTY NUMBER 0449 BLOCK NUMBER 08050 GEOGRAPHIC FABRIC EASEMENT

THIS IS NOT A PLAN OF SURVEY

NOTES

REVIEW THE TITLE RECORDS FOR COMPLETE PROPERTY INFORMATION AS THIS MAP MAY NOT REFLECT RECENT REGISTRATIONS

THIS MAP WAS COMPILED FROM PLANS AND DOCUMENTS RECORDED IN THE LAND REGISTRATION SYSTEM AND HAS BEEN PREPARED FOR PROPERTY INDEXING PURPOSES ONLY

FOR DIMENSIONS OF PROPERTIES BOUNDARIES SEE RECORDED PLANS AND DOCUMENTS

ONLY MAJOR EASEMENTS ARE SHOWN

REFERENCE PLANS UNDERLYING MORE RECENT REFERENCE PLANS ARE NOT ILLUSTRATED

Whitfield Rd + + + + + + + + + + + + + + + + +

+ +

+ Pine Point Rd +

+ + + + + + + + + + + +

+ + +

+ +

SCHEDULE A MAP 2 + RR + + RR + + + + + + PORT PERRY + + Scugog Line 8 + Schedule B + + Map 1 +

AG + Pine Point Lane +

+ + +

+ + G

+ + O

+ EP +

+ G

EP +

+ +

CON7 PORT PERRY U

+ Carter Lane

Schedule+ B C Ma Browns Rd

Map + 2

AG + S

+ + + + + +

AG(H) + +

Reach St + M3-5

Reach St + E

+ +

+ K

RR +

M3-6+ SCHEDULE A MAP 5

+ A

+ + + + + ()7 +

L 12 () PORT PERRY Schedule B Map 3 Head Rd

IslandRd CON6 + + + + + +

+ SCHEDULE MAP 3 A + + + PORT PERRY + + Schedule B + + Map 3

+ + Scugog Line 6

+ RR RR +

+ Reader Rd

+ AG(H) RR +

M3+ CF ()7a + +

+ EP

+ AG + + + + C6 AG RR

CON5 RR AG AG(H) M2 EP EP ()7a RR PORT PERRY EP EP RR RE Schedule B Map 5 MANCHESTER Schedule C AG RR Regional Rd 21 Map 6 King St C6-9 EP RR RE AG(H) EP EP AG AG EP EP

CON4 EP EP EP EP EP AG(H) EP AG AG EP 7 RR EP EP () RR EP Scugog Line 4 12 () Scugog Line 4 Old Simcoe Rd RR RE AG-2 RR EP AG AG + + + + + + + + + AG(H) + + AG-2 EP + + + EP EP + RR AG(H) + RR EP +

Gray Siderd RR EP + CON3 EP +

EP + AG(H) +

AG + EP EP EP AG + RR + AG RR +

AG-4 EP EP + EP RR +

AG-2 EP +

EP +

RR +

EP +

Scugog Line 3 +

Scugog Line 3 AG +

EP + +

+ + + + + + RR EP EP AG(H) + RR ORM-EP AG RR EP AG(H) AG EP M3-4 AG(H) EP

SCHEDULE MAP 3 A M3-2 Simcoe St EP AG(H) EP Middle March Rd EP High Point Rd EP EP AG(H) EP Rd Graham CON2 RR ORM-EP ORM-AG Regional Rd 19

Smith Siderd AG AG EP AG-6 EP AG SandyRd RR AG-2 RR AG(H) EP ORM-AG AG RR AG-1 EP Scugog Line 2 ORM-AG EP EP ORM-AG Shirley Rd AG(H) EP ORM-EP-1 RR ORM-AG AG-2 EP EP-3 AG-1 ORM-AG ORM-EP ORM-AG ORM-AG ORM-AG-1 EP

ORM-EP ORM-AG ORM-EP EP Rd Russell ORM-EP

CON1 ORM-EP ORM-EP ORM-AG-2 Bryant Siderd ORM-AG-2 AG-1(H) ORM-AG(H) ORM-AG(H) AG-1(H) ORM-AG DiamondSiderd ORM-EP ORM-AG(H) ORM-AG Mud LakeMudSiderd ORM-AG ORM-EP Coates Rd W Coates Rd E ORM-AG(H) ORM-EP ORM-AG ORM-EP ORM-AG ORM-AG ORM-EP-3 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24

Township of Scugog Legend Zones Hamlet Boundary Zoning By-law 14-14 ORM-AG Oak Ridges Moraine - Agricultural RE Recreational Oak Ridges Moraine Boundary AG Agricultural C6 Rural Commercial Oak Ridges Moraine - Agricultural Holding General Industrial Zone Boundary ORM-AG(H) M2 Ê AG(H) Agricultural Holding M3 Rural Industrial

Overlay Areas ORM-EP Oak Ridges Moraine - Environmental Protection CF Community Facility

+ ++ 1:30,000 + + + EP Environmental Protection (H) Holding @ 11x17 Waste Disposal Assessment Holding RR Rural Residential Schedule A Map 4 Source Water Protection Office Consolidation - August 2017 High Aquifer Vulnerability

PART 7: RURAL AREA ZONES

7.1 RURAL AREA ZONES The Permitted Uses and Zone Regulations in this section of the By-law apply to lands shown on the Schedules to this By-law within the following Zones:

Agricultural (AG) Environmental Protection (EP) Recreational (RE) Oak Ridges Moraine - Agricultural (ORM-AG) Oak Ridges Moraine - Environmental Protection (ORM-EP) Oak Ridges Moraine – Recreational (ORM-RE) 7.2 PERMITTED USES

USE AG EP RE ORM- ORM- ORM- AG EP RE Agricultural Uses X X X X X(1) X Athletic Field X Bed and Breakfast X X

Establishment Bunk House X X Cabin/Cottage X Establishment Camping Establishment X Conservation Use X X X X X X Convenience Store X(4) Dwelling, Converted X X X X Dwelling, Single Detached X X(5) X(2) X X(3) Dwelling Unit X X X(4) X X(3) Dwelling Unit, Secondary X X X(2) X X Fairground X Flood/Erosion/Siltation X X X X X X Control Structure Forestry X X X X Golf Course X

Township of Scugog Zoning By-law 14-14 Page 113 Adopted by Council on March 17, 2014 Approved by the Ontario Municipal Board on September 29, 2014 Office Consolidation – August, 2017 USE AG EP RE ORM- ORM- ORM- AG EP RE Golf Driving Range X Group Home Type 1 X X X X Home Industry X X X X Home Occupation X X X X X Kennel, Private X X Lawn Bowling Green X Marina X Outside Storage X(4) X(4) X(1) Private Home Daycare X X Park, Private X X X Park, Public X X X X X Public Utility X X X X X X Restaurant X(4) Riding or Boarding Stable X X(4) X Summer Camp X Tourist Resort X Establishment Wayside Pit or Quarry X X

Additional Regulations

(1) Permitted where such Use Legally Existed as of the date of passing of this By-law.

(2) Permitted where ancillary to a permitted Non-Residential Use and occupied by the owner, caretaker, watchman, or other similar Person.

(3) Permitted where such Use Legally Existed or was permitted as of right as of November 15, 2001. Existing Dwellings may be enlarged a maximum of 93m².

(4) Permitted where ancillary to a permitted Non-Residential Use.

(5) Permitted only on a Lot that Existed as of the date of passing of this By-law.

Township of Scugog Zoning By-law 14-14 Page 114 Adopted by Council on March 17, 2014 Approved by the Ontario Municipal Board on September 29, 2014 Office Consolidation – August, 2017

Tel: (416) 734-3383 Fax: (416) 231-6183 Email: [email protected]

29 July 2019

Eric Wierdsma GHD 29 – 347 Pido Road Peterborough, ON K9J 6X7

Subject: 1430 King Street, Prince Albert, Ontario Your File No.: 11196473-03 SR No.: 2628230

Dear Madam/Sir:

We are in receipt of your correspondence wherein you requested information regarding the above noted subject.

A search of our records did not produce any Fuels Safety documents.

Should you have any questions, please contact Public Information at [email protected].

Yours truly,

CPH Connie Hill Public Information Agent Project Property: 1430 King Street, Port Perry, Ontario 1430 King Street Prince Albert ON L9L 1C1 Project No: 11196473-01 Report Type: Quote - Custom-Build Your Own Report Order No: 20190704039 Requested by: GHD Ltd. Date Completed: July 9, 2019 Tableh-Table of ofContents Contents

Table of Contents...... 2 Executive Summary...... 3 Executive Summary: Report Summary...... 4 Executive Summary: Site Report Summary - Project Property...... 6 Executive Summary: Site Report Summary - Surrounding Properties...... 8 Executive Summary: Summary By Data Source...... 10 Map...... 14 Aerial...... 15 Topographic Map...... 16 Detail Report...... 17 Unplottable Summary...... 100 Unplottable Report...... 102 Appendix: Database Descriptions...... 115 Definitions...... 124

Notice: IMPORTANT LIMITATIONS and YOUR LIABILITY

Reliance on information in Report: This report DOES NOT replace a full Phase I Environmental Site Assessment but is solely intended to be used as a database review of environmental records.

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

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No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Limited Partnership ("ERIS") using various sources of information, including information provided by Federal and Provincial government departments. The report applies only to the address and up to the date specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.

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2 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Executiveh-Executive Summary Summary

Property Information:

Project Property: 1430 King Street, Port Perry, Ontario 1430 King Street Prince Albert ON L9L 1C1

Project No: 11196473-01

Order Information:

Order No: 20190704039 Date Requested: July 4, 2019 Requested by: GHD Ltd. Report Type: Quote - Custom-Build Your Own Report

Historical/Products:

3 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Executiveh-Executive Summary: Summary: Report Report Summary Summary

Database Name Searched Project Boundary Total Property to 0.25km

rr-AAGR-aa AAGR Abandoned Aggregate Inventory Y 0 0 0

rr-AGR-aa AGR Aggregate Inventory Y 0 0 0

rr-AMIS-aa AMIS Abandoned Mine Information System Y 0 0 0

rr-ANDR-aa ANDR Anderson's Waste Disposal Sites Y 0 0 0

rr-AUWR-aa AUWR Automobile Wrecking & Supplies Y 0 0 0

rr-BORE-aa BORE Borehole Y 0 0 0

rr-CA-aa CA Certificates of Approval Y 0 0 0

rr-CDRY-aa CDRY Dry Cleaning Facilities Y 0 0 0

rr-CFOT-aa CFOT Commercial Fuel Oil Tanks Y 0 1 1

rr-CHEM-aa CHEM Chemical Register Y 0 0 0

rr-CNG-aa CNG Compressed Natural Gas Stations Y 0 0 0

rr-COAL-aa COAL Inventory of Coal Gasification Plants and Coal Tar Y 0 0 0 Sites rr-CONV-aa CONV Compliance and Convictions Y 0 0 0

rr-CPU-aa CPU Certificates of Property Use Y 0 0 0

rr-DRL-aa DRL Drill Hole Database Y 0 0 0

rr-EASR-aa EASR Environmental Activity and Sector Registry Y 0 0 0

rr-EBR-aa EBR Environmental Registry Y 0 0 0

rr-ECA-aa ECA Environmental Compliance Approval Y 0 0 0

rr-EEM-aa EEM Environmental Effects Monitoring Y 0 0 0

rr-EHS-aa EHS ERIS Historical Searches Y 1 1 2

rr-EIIS-aa EIIS Environmental Issues Inventory System Y 0 0 0

rr-EMHE-aa EMHE Emergency Management Historical Event Y 0 0 0

rr-EPAR-aa EPAR Environmental Penalty Annual Report Y 0 0 0

rr-EXP-aa EXP List of TSSA Expired Facilities Y 0 0 0

rr-FCON-aa FCON Federal Convictions Y 0 0 0

rr-FCS-aa FCS Contaminated Sites on Federal Land Y 0 0 0

rr-FOFT-aa FOFT Fisheries & Oceans Fuel Tanks Y 0 0 0

rr-FST-aa FST Fuel Storage Tank Y 0 0 0

rr-FSTH-aa FSTH Fuel Storage Tank - Historic Y 0 0 0

rr-GEN-aa GEN Ontario Regulation 347 Waste Generators Summary Y 2 2 4

rr-GHG-aa GHG Greenhouse Gas Emissions from Large Facilities Y 0 0 0

rr-HINC-aa HINC TSSA Historic Incidents Y 0 0 0

rr-IAFT-aa IAFT Indian & Northern Affairs Fuel Tanks Y 0 0 0

rr-INC-aa INC TSSA Incidents Y 0 0 0

rr-LIMO-aa LIMO Landfill Inventory Management Ontario Y 0 0 0

rr-MINE-aa MINE Canadian Mine Locations Y 0 0 0

4 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Database Name Searched Project Boundary Total Property to 0.25km

rr-MNR-aa MNR Mineral Occurrences Y 0 0 0

rr-NATE-aa NATE National Analysis of Trends in Emergencies System Y 0 0 0 (NATES) rr-NCPL-aa NCPL Non-Compliance Reports Y 0 0 0

rr-NDFT-aa NDFT National Defense & Canadian Forces Fuel Tanks Y 0 0 0

rr-NDSP-aa NDSP National Defense & Canadian Forces Spills Y 0 0 0

rr-NDWD-aa NDWD National Defence & Canadian Forces Waste Disposal Y 0 0 0 Sites rr-NEBI-aa NEBI National Energy Board Pipeline Incidents Y 0 0 0

rr-NEBP-aa NEBP National Energy Board Wells Y 0 0 0

rr-NEES-aa NEES National Environmental Emergencies System (NEES) Y 0 0 0

rr-NPCB-aa NPCB National PCB Inventory Y 0 0 0

rr-NPRI-aa NPRI National Pollutant Release Inventory Y 0 0 0

rr-OGWE-aa OGWE Oil and Gas Wells Y 0 0 0

rr-OOGW-aa OOGW Ontario Oil and Gas Wells Y 0 0 0

rr-OPCB-aa OPCB Inventory of PCB Storage Sites Y 0 0 0

rr-ORD-aa ORD Orders Y 0 0 0

rr-PAP-aa PAP Canadian Pulp and Paper Y 0 0 0

rr-PCFT-aa PCFT Parks Canada Fuel Storage Tanks Y 0 0 0

rr-PES-aa PES Pesticide Register Y 0 0 0

rr-PINC-aa PINC TSSA Pipeline Incidents Y 0 0 0

rr-PRT-aa PRT Private and Retail Fuel Storage Tanks Y 0 0 0

rr-PTTW-aa PTTW Permit to Take Water Y 4 3 7

rr-REC-aa REC Ontario Regulation 347 Waste Receivers Summary Y 0 0 0

rr-RSC-aa RSC Record of Site Condition Y 0 0 0

rr-RST-aa RST Retail Fuel Storage Tanks Y 0 0 0

rr-SCT-aa SCT Scott's Manufacturing Directory Y 0 0 0

rr-SPL-aa SPL Ontario Spills Y 0 0 0

rr-SRDS-aa SRDS Wastewater Discharger Registration Database Y 0 0 0

rr-TANK-aa TANK Anderson's Storage Tanks Y 0 0 0

rr-TCFT-aa TCFT Transport Canada Fuel Storage Tanks Y 0 0 0

rr-VAR-aa VAR TSSA Variances for Abandonment of Underground Y 0 0 0 Storage Tanks rr-WDS-aa WDS Waste Disposal Sites - MOE CA Inventory Y 0 0 0

rr-WDSH-aa WDSH Waste Disposal Sites - MOE 1991 Historical Approval Y 0 0 0 Inventory rr-WWIS-aa WWIS Water Well Information System Y 6 17 23

Total: 13 24 37

5 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Executiveh-Executive Summary: Summary: Site Site Report Report Summary Summary - Project - Project Property Property

Map DB Company/Site Name Address Dir/Dist (m) Elev diff Page Key (m) Number

dd-WWIS-17103779-aa m11d WWIS lot 15 con 5 -/0.0 -3.08 p-17-17103779-x ON 17

Well ID: 4602212

dd-WWIS-802782001-aa m22d WWIS -/0.0 -4.42 p-18-802782001-x PRINCE ALBERT ON 18

Well ID: 1918439

dd-PTTW-848864970-aa m33d PTTW Trimac Port Perry North Limited 1430 King Street Lot: 15, Concession: 4 -/0.0 -2.08 p-20-848864970-x Township of Scugog, Regional Municipality 20 of Durham REACH ON

dd-WWIS-803226355-aa m44d WWIS lot 15 con 5 -/0.0 1.92 p-20-803226355-x PORT PERRY ON 20

Well ID: 7104944

dd-WWIS-800052991-aa m55d WWIS lot 15 con 4 -/0.0 -3.08 p-25-800052991-x ON 25

Well ID: 1913988

dd-WWIS-802481197-aa m66d WWIS lot 15 con 5 -/0.0 1.92 p-29-802481197-x ON 29

Well ID: 1912445

dd-WWIS-802481140-aa m77d WWIS lot 15 con 5 -/0.0 1.92 p-34-802481140-x ON 34

Well ID: 1912382

dd-EHS-821128924-aa m1313d EHS 1430 King Street SSE/96.8 -3.13 p-37-821128924-x Port Perry ON L9L 1C1 37

6 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Map DB Company/Site Name Address Dir/Dist (m) Elev diff Page Key (m) Number

dd-GEN-801701569-aa m1414d GEN 814834 ONTARIO LIMITED 1430 KING STREET SSE/98.3 -3.13 p-37-801701569-x PRINCE ALBERT ON 37

dd-GEN-875623762-aa m1414d GEN Sunnybrae Golf Club 1430 King Street SSE/98.3 -3.13 p-37-875623762-x Port Perry ON L9L 1B5 37

dd-PTTW-803001697-aa m1414d PTTW 814834 Ontario Limited 1430 King Street, Lot 15, Concession 4 SSE/98.3 -3.13 p-38-803001697-x 1430 Highway #7, Lot 14 and 15, 38 Concession 5 TOWNSHIP OF SCUGOG ON

dd-PTTW-803001696-aa m1414d PTTW 814834 Ontario Limited 1430 King Street Scugog Ontario SSE/98.3 -3.13 p-38-803001696-x TOWNSHIP OF SCUGOG 38 ON

dd-PTTW-803581836-aa m1414d PTTW 814834 Ontario Limited 1430 King Street Part Lot 15, Concession: SSE/98.3 -3.13 p-39-803581836-x 4, 1430 King St., Scugog, Township, 39 Regional Municipality of Durham Easting: 663000, UTM Northing: 4882550 REACH ON

7 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Executiveh-Executive Summary: Summary: Site Site Report Report Summary Summary - Surrounding - Surrounding Properties Properties

Map DB Company/Site Name Address Dir/Dist (m) Elev Diff Page Key (m) Number

dd-WWIS-803226356-aa p-39-803226356-x m88d WWIS lot 15 con 5 NNW/13.2 1.22 39 PORT PERRY ON Well ID: 7104945

dd-WWIS-802121352-aa p-45-802121352-x m99d WWIS lot 15 con 5 N/14.7 0.16 45 ON Well ID: 1915382

dd-WWIS-802121182-aa p-47-802121182-x m99d WWIS lot 15 con 5 N/14.7 0.16 47 ON Well ID: 1915198

dd-WWIS-802121354-aa p-51-802121354-x m99d WWIS lot 15 con 5 N/14.7 0.16 51 ON Well ID: 1915384

dd-WWIS-802121353-aa p-53-802121353-x m99d WWIS lot 15 con 5 N/14.7 0.16 53 ON Well ID: 1915383

dd-WWIS-800053541-aa p-56-800053541-x m99d WWIS lot 15 con 5 N/14.7 0.16 56 ON Well ID: 1914616

dd-WWIS-800053542-aa p-60-800053542-x m99d WWIS lot 15 con 5 N/14.7 0.16 60 ON Well ID: 1914617

dd-WWIS-802120996-aa p-67-802120996-x m99d WWIS lot 15 con 5 N/14.7 0.16 67 ON Well ID: 1914960

dd-WWIS-17103781-aa p-71-17103781-x m1010d WWIS lot 15 con 5 NW/60.5 1.92 71 ON Well ID: 4602214

dd-WWIS-17105619-aa p-74-17105619-x m1111d WWIS lot 14 con 5 NW/69.4 1.92 74 ON Well ID: 4604378

dd-WWIS-17103778-aa p-77-17103778-x m1212d WWIS lot 14 con 5 NW/70.0 1.92 77 ON Well ID: 4602211

dd-WWIS-17105206-aa p-80-17105206-x m1515d WWIS lot 14 con 5 NW/101.4 1.92 80 ON

8 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Map DB Company/Site Name Address Dir/Dist (m) Elev Diff Page Key (m) Number

Well ID: 4603950

dd-WWIS-800053448-aa p-83-800053448-x m1616d WWIS lot 15 con 4 SSE/104.9 -3.13 83 ON Well ID: 1914517

dd-CFOT-828830994-aa p-86-828830994-x m1717d CFOT PETER CHRISTIE 1381 HIGHWAY 7A WNW/107.2 1.92 86 PORT PERRY ON L9L 1B5

dd-WWIS-800053447-aa p-86-800053447-x m1818d WWIS lot 15 con 4 SSE/108.7 -3.13 86 ON Well ID: 1914516

dd-WWIS-17103765-aa p-90-17103765-x m1919d WWIS lot 15 con 4 SSE/108.9 -2.66 90 ON Well ID: 4602196

dd-WWIS-17103780-aa p-92-17103780-x m2020d WWIS lot 15 con 5 N/120.1 -3.20 92 ON Well ID: 4602213

dd-WWIS-17030290-aa p-95-17030290-x m2121d WWIS lot 14 con 5 NW/165.6 1.92 95 ON Well ID: 1905423

9 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Executiveh-Executive Summary:Summary: Summary Summary By By Data Data Source Source

CFOT - Commercial Fuel Oil Tanks

A search of the CFOT database, dated Feb 28, 2017 has found that there are 1 CFOT site(s) within approximately 0.25 kilometers of the project property.

Site Address Distance (m) Map Key PETER CHRISTIE 1381 HIGHWAY 7A 107.2 m-17-828830994-a17 PORT PERRY ON L9L 1B5

EHS - ERIS Historical Searches

A search of the EHS database, dated 1999-Apr 30, 2019 has found that there are 1 EHS site(s) within approximately 0.25 kilometers of the project property.

Site Address Distance (m) Map Key 1430 King Street 96.8 m-13-821128924-a13 Port Perry ON L9L 1C1

GEN - Ontario Regulation 347 Waste Generators Summary

A search of the GEN database, dated 1986-Mar 31, 2019 has found that there are 2 GEN site(s) within approximately 0.25 kilometers of the project property.

Site Address Distance (m) Map Key Sunnybrae Golf Club 1430 King Street 98.3 m-14-875623762-a14 Port Perry ON L9L 1B5

814834 ONTARIO LIMITED 1430 KING STREET 98.3 m-14-801701569-a14 PRINCE ALBERT ON

PTTW - Permit to Take Water

A search of the PTTW database, dated 1994-May 31, 2019 has found that there are 4 PTTW site(s) within approximately 0.25 kilometers of the project property.

10 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Site Address Distance (m) Map Key Trimac Port Perry North Limited 1430 King Street Lot: 15, Concession: 4 0.0 m-3-848864970-a3 Township of Scugog, Regional Municipality of Durham REACH ON

814834 Ontario Limited 1430 King Street, Lot 15, Concession 4 1430 98.3 m-14-803001697-a14 Highway #7, Lot 14 and 15, Concession 5 TOWNSHIP OF SCUGOG ON

814834 Ontario Limited 1430 King Street Part Lot 15, Concession: 4, 98.3 m-14-803581836-a14 1430 King St., Scugog, Township, Regional Municipality of Durham Easting: 663000, UTM Northing: 4882550 REACH ON

814834 Ontario Limited 1430 King Street Scugog Ontario TOWNSHIP 98.3 m-14-803001696-a14 OF SCUGOG ON

WWIS - Water Well Information System

A search of the WWIS database, dated Feb 28, 2019 has found that there are 23 WWIS site(s) within approximately 0.25 kilometers of the project property.

Site Address Distance (m) Map Key lot 15 con 5 0.0 m-1-17103779-a1 ON

Well ID: 4602212

0.0 m-2-802782001-a2 PRINCE ALBERT ON

Well ID: 1918439

lot 15 con 5 0.0 m-4-803226355-a4 PORT PERRY ON

Well ID: 7104944

lot 15 con 4 0.0 m-5-800052991-a5 ON

Well ID: 1913988

lot 15 con 5 0.0 m-6-802481197-a6 ON

Well ID: 1912445

11 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Site Address Distance (m) Map Key lot 15 con 5 0.0 m-7-802481140-a7 ON

Well ID: 1912382

lot 15 con 5 13.2 m-8-803226356-a8 PORT PERRY ON

Well ID: 7104945

lot 15 con 5 14.7 m-9-802121182-a9 ON

Well ID: 1915198

lot 15 con 5 14.7 m-9-802121354-a9 ON

Well ID: 1915384

lot 15 con 5 14.7 m-9-802121353-a9 ON

Well ID: 1915383

lot 15 con 5 14.7 m-9-800053541-a9 ON

Well ID: 1914616

lot 15 con 5 14.7 m-9-800053542-a9 ON

Well ID: 1914617

lot 15 con 5 14.7 m-9-802120996-a9 ON

Well ID: 1914960

lot 15 con 5 14.7 m-9-802121352-a9 ON

Well ID: 1915382

lot 15 con 5 60.5 m-10-17103781-a10 ON

Well ID: 4602214

lot 14 con 5 69.4 m-11-17105619-a11 ON

Well ID: 4604378

lot 14 con 5 70.0 m-12-17103778-a12 ON

12 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Site Address Distance (m) Map Key Well ID: 4602211

lot 14 con 5 101.4 m-15-17105206-a15 ON

Well ID: 4603950

lot 15 con 4 104.9 m-16-800053448-a16 ON

Well ID: 1914517

lot 15 con 4 108.7 m-18-800053447-a18 ON

Well ID: 1914516

lot 15 con 4 108.9 m-19-17103765-a19 ON

Well ID: 4602196

lot 15 con 5 120.1 m-20-17103780-a20 ON

Well ID: 4602213

lot 14 con 5 165.6 m-21-17030290-a21 ON

Well ID: 1905423

13 erisinfo.com | Environmental Risk Information Services Order No: 20190704039

Ferry Route/Ice Road Route/Ice Ferry

Proposed Road Proposed

Other Recreation Area Recreation Other Trail Eris Sites with Unknown Elevation Unknown with Sites Eris (

Park or Sports Field Sports or Park road Local Abandoned Line Abandoned

Eris Sites with Lower Elevation Lower with Sites Eris #*

Golf Course or Driving Range Driving or Course Golf Road Major

Transit Line Transit Eris Sites with Same Elevation Same with Sites Eris " )

Other Park Other Highway Secondary Sidetrack # * Eris Sites with Higher Elevation Higher with Sites Eris

Principal Highway Principal Provincial or Territorial Park Territorial or Provincial Main Line Main Outline Buffer

Project Property Project National Park National Regions - Resource and Industrial Expressway

Address: 1430 King Street, Prince Albert, ON, L9L 1C1 L9L ON, Albert, Prince Street, King 1430 Address:

Order No: 20190704039 No: Order

Map : 0.25 Kilometer Radius Kilometer 0.25 : Map

112.5 225 225 0

1:8000

KING ST KING m18c 18

m19c

#*19

m16c

16 #* m13c

#*13

m5c

#*5

m3c

#*3

MIKELEN DR MIKELEN

44°5'N

m1c #*1

44°5'N

m2c #*2

# *

m17c 17

# *

m4c

4 # *

# *

m10c 10

# *

m11c 11

m7c

# * 7

# *

m6c 6

# *

# * m21c 21

m9c(7) 9 (7)

m15c

m8c 8 m12c 12

HIGHWAY 7A HIGHWAY

m20c #*20 44°5'30"N

44°5'30"N

78°58'W 78°58'30"W 78°57'30"W 78°58'30"W

m 1:10000 250 125 0 250 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,

USDA, USGS, AeroGRID, IGN, and the GIS User Community 44°4'30"N 44°4'30"N Order No: 20190704039 Aerial (2016) Address: 1430 King Street, Prince Albert, ON, L9L 1C1

Source: ESRI World Imagery © ERIS Information Limited Partnership 78°58'30"W 78°57'W 44°6'N 44°6'N 44°4'30"N 44°4'30"N

Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, m FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance1:24000 Survey, Esri 610 305 0 610 Japan, METI, Esri China (Hong Kong), swisstopo, © OpenStreetMap contributors, and the GIS User Community

Order No: 20190704039 Topographic Map

Address: 1430 King Street, Prince Albert, ON, L9L 1C1 © ERIS Information Limited Partnership Source: ESRI World Topographic Map h-DetailDetail Report Report

Map Key Number of Direction/ Elev/Diff Site DB Records Distance (m) (m)

m-1-17103779-b dd-WWIS-17103779-bb 1 1 of 1 -/0.0 280.8 / -3.08 lot 15 con 5 p-17103779-y WWIS ON

Well ID: 4602212 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Date Received: 12/23/1948 Sec. Water Use: Selected Flag: Yes Final Well Status: Abandoned-Supply Abandonment Rec: Water Type: Contractor: 2801 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction County: DURHAM Method: Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10293577 Elevation: 281.224029 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662889.9 Code OB Desc: Overburden North83: 4883091 Open Hole: Org CS: Cluster Kind: UTMRC: 5 Date Completed: 4/28/1947 UTMRC Desc: margin of error : 100 m - 300 m Remarks: Location Method: p5 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931948038 Layer: 1 Color: General Color: Mat1: 05 Most Common Material: CLAY Mat2: Other Materials:

17 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Map Key Number of Direction/ Elev/Diff Site DB Records Distance (m) (m)

Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 12 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948039 Layer: 2 Color: General Color: Mat1: 05 Most Common Material: CLAY Mat2: 09 Other Materials: MEDIUM SAND Mat3: 11 Other Materials: GRAVEL Formation Top Depth: 12 Formation End Depth: 65 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction:

Pipe Information

Pipe ID: 10842147 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930485643 Layer: 1 Material: Open Hole or Material: Depth From: Depth To: Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: ft

m-2-802782001-b dd-WWIS-802782001-bb 2 1 of 1 -/0.0 279.5 / -4.42 p-802782001-y WWIS PRINCE ALBERT ON

Well ID: 1918439 Data Entry Status: Construction Date: Data Src: Primary Water Use: Date Received: 10/27/2006 Sec. Water Use: Selected Flag: Yes Final Well Status: Observation Wells Abandonment Rec: Water Type: Contractor: 7215 Casing Material: Form Version: 3 Audit No: Z33953 Owner:

18 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Map Key Number of Direction/ Elev/Diff Site DB Records Distance (m) (m)

Tag: A047197 Street Name: 1430 KING ROAD Construction County: DURHAM Method: Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: Well Depth: Concession: Overburden/Bedrock: Concession Name: Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 11692131 Elevation: 279.368347 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: _ East83: 662987 Code OB Desc: No formation data North83: 4883225 Open Hole: Org CS: UTM83 Cluster Kind: UTMRC: 3 Date Completed: 9/6/2006 UTMRC Desc: margin of error : 10 - 30 m Remarks: Location Method: wwr Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Annular Space/Abandonment Sealing Record

Plug ID: 933302341 Layer: 1 Plug From: 4 Plug To: 0 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: B Method Construction: Other Method Other Method Construction:

Pipe Information

Pipe ID: 11696997 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930887145 Layer: 1 Material: 5 Open Hole or Material: PLASTIC

19 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Map Key Number of Direction/ Elev/Diff Site DB Records Distance (m) (m)

Depth From: 5 Depth To: 0 Casing Diameter: 2 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933420501 Layer: 1 Slot: Screen Top Depth: 5 Screen End Depth: 15 Screen Material: 5 Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 2

Hole Diameter

Hole ID: 11755739 Diameter: 8 Depth From: 15 Depth To: 0 Hole Depth UOM: ft Hole Diameter UOM: inch

m-3-848864970-b dd-PTTW-848864970-bb 3 1 of 1 -/0.0 281.8 / -2.08 Trimac Port Perry North Limited p-848864970-y PTTW 1430 King Street Lot: 15, Concession: 4 Township of Scugog, Regional Municipality of Durham REACH ON

EBR Registry No: 012-7534 Year: 2016 Ministry Ref No: 7176-A8WPLT Act 1: Notice Type: Instrument Decision Act 2: Notice Stage: Comment Period: Notice Date: July 21, 2016 Section: Proposal Date: May 03, 2016 Site Location Map: Decision Posted: Posted By: Company Name: Trimac Port Perry North Limited Off Instrument Name: Instrument Type: (OWRA s. 34) - Permit to Take Water Proponent Name: Proponent Name: Proponent Address: 1430 King Street, Scugog Ontario, Canada L9L 1C1 Site Address: Location Other: URL:

Site Location Details:

1430 King Street Lot: 15, Concession: 4 Township of Scugog, Regional Municipality of Durham REACH

m-4-803226355-b dd-WWIS-803226355-bb 4 1 of 1 -/0.0 285.8 / 1.92 lot 15 con 5 p-803226355-y WWIS PORT PERRY ON

Well ID: 7104944 Data Entry Status: Construction Date: Data Src:

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Primary Water Use: Domestic Date Received: 5/6/2008 Sec. Water Use: Selected Flag: Yes Final Well Status: 0 Abandonment Rec: Water Type: Contractor: 5459 Casing Material: Form Version: 4 Audit No: Z75661 Owner: Tag: A063154 Street Name: 1431 7A HIGHWAY Construction County: DURHAM Method: Elevation (m): Municipality: PORT PERRY VILLAGE Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 1001586479 Elevation: 286.703002 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: East83: 662573 Code OB Desc: North83: 4883594 Open Hole: Org CS: UTM83 Cluster Kind: UTMRC: 3 Date Completed: 4/17/2008 UTMRC Desc: margin of error : 10 - 30 m Remarks: Location Method: wwr Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 1001658847 Layer: 2 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: 85 Other Materials: SOFT Formation Top Depth: 36 Formation End Depth: 87 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658846 Layer: 1 Color: 2 General Color: GREY Mat1: 05

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Most Common Material: CLAY Mat2: Other Materials: Mat3: 85 Other Materials: SOFT Formation Top Depth: 0 Formation End Depth: 36 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658849 Layer: 4 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: 66 Other Materials: DENSE Formation Top Depth: 90 Formation End Depth: 148 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658850 Layer: 5 Color: 2 General Color: GREY Mat1: 08 Most Common Material: FINE SAND Mat2: Other Materials: Mat3: 77 Other Materials: LOOSE Formation Top Depth: 148 Formation End Depth: 170 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658848 Layer: 3 Color: 2 General Color: GREY Mat1: 11 Most Common Material: GRAVEL Mat2: 13 Other Materials: BOULDERS Mat3: 73 Other Materials: HARD Formation Top Depth: 87 Formation End Depth: 90 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

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Plug ID: 1001658852 Layer: 1 Plug From: 0 Plug To: 20 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 4 Method Construction: Rotary (Air) Other Method Construction:

Pipe Information

Pipe ID: 1001658844 Casing No: 0 Comment: Alt Name:

Construction Record - Casing

Casing ID: 1001658854 Layer: Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 158 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 1001658855 Layer: Slot: Screen Top Depth: Screen End Depth: Screen Material: 1 Screen Depth UOM: Screen Diameter UOM: Screen Diameter:

Results of Well Yield Testing

Pump Test ID: 1001658845 Pump Set At: 155 Static Level: 46 Final Level After Pumping: 66.4 Recommended Pump Depth: Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 0 Pumping Duration HR: 1

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Pumping Duration MIN: Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 1001658860 Test Type: Draw Down Test Duration: 5 Test Level: 63.6 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658864 Test Type: Draw Down Test Duration: 25 Test Level: 6 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658859 Test Type: Draw Down Test Duration: 4 Test Level: 62.5 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658861 Test Type: Draw Down Test Duration: 10 Test Level: 65.5 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658863 Test Type: Draw Down Test Duration: 20 Test Level: 65.9 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658856 Test Type: Draw Down Test Duration: 1 Test Level: 54 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658858 Test Type: Draw Down Test Duration: 3 Test Level: 60.7 Test Level UOM: ft

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Draw Down & Recovery

Pump Test Detail ID: 1001658865 Test Type: Draw Down Test Duration: 30 Test Level: 66.2 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658857 Test Type: Draw Down Test Duration: 2 Test Level: 57.8 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658862 Test Type: Draw Down Test Duration: 15 Test Level: 65.7 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658866 Test Type: Draw Down Test Duration: 60 Test Level: 66.4 Test Level UOM: ft

Water Details

Water ID: 1001658853 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 170 Water Found Depth UOM: ft

Hole Diameter

Hole ID: 1001658851 Diameter: 6 Depth From: Depth To: 170 Hole Depth UOM: ft Hole Diameter UOM: inch

m-5-800052991-b dd-WWIS-800052991-bb 5 1 of 1 -/0.0 280.8 / -3.08 lot 15 con 4 p-800052991-y WWIS ON

Well ID: 1913988 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 4/9/1999 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 5459 Casing Material: Form Version: 1 Audit No: 195448 Owner:

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Tag: Street Name: Construction County: DURHAM Method: Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 04 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10082579 Elevation: 281.020538 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662915 Code OB Desc: Overburden North83: 4882954 Open Hole: Org CS: Cluster Kind: UTMRC: 2 Date Completed: 3/11/1999 UTMRC Desc: margin of error : 3 - 10 m Remarks: Location Method: gps Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931195504 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 73 Other Materials: HARD Mat3: Other Materials: Formation Top Depth: 28 Formation End Depth: 79 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931195503 Layer: 2 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 17

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Formation End Depth: 28 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931195507 Layer: 6 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 170 Formation End Depth: 178 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931195506 Layer: 5 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 85 Other Materials: SOFT Mat3: Other Materials: Formation Top Depth: 123 Formation End Depth: 170 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931195505 Layer: 4 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: Other Materials: Formation Top Depth: 79 Formation End Depth: 123 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931195502 Layer: 1 Color: 6 General Color: BROWN Mat1: 05

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Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 17 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933124632 Layer: 1 Plug From: 0 Plug To: 18 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10631149 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930140562 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 172 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933333911 Layer: 1 Slot: 010 Screen Top Depth: 172 Screen End Depth: 178 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 6

Results of Well Yield Testing

Pump Test ID: 991913988 Pump Set At:

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Static Level: 26 Final Level After Pumping: 170 Recommended Pump Depth: 170 Pumping Rate: 5 Flowing Rate: Recommended Pump Rate: 5 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 3 Pumping Duration MIN: 30 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934682301 Test Type: Draw Down Test Duration: 45 Test Level: 170 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934134348 Test Type: Draw Down Test Duration: 15 Test Level: 125 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934935394 Test Type: Draw Down Test Duration: 60 Test Level: 170 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934414604 Test Type: Draw Down Test Duration: 30 Test Level: 170 Test Level UOM: ft

Water Details

Water ID: 933524399 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 172 Water Found Depth UOM: ft

m-6-802481197-b dd-WWIS-802481197-bb 6 1 of 1 -/0.0 285.8 / 1.92 lot 15 con 5 p-802481197-y WWIS ON

Well ID: 1912445 Data Entry Status: Construction Date: Data Src: 1

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Primary Water Use: Domestic Date Received: 5/29/1995 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 2662 Casing Material: Form Version: 1 Audit No: 158106 Owner: Tag: Street Name: Construction County: DURHAM Method: Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10081065 Elevation: 286.061767 DP2BR: Elevrc: Spatial Status: Improved Zone: 17 Code OB: o East83: 662609 Code OB Desc: Overburden North83: 4883657 Open Hole: Org CS: N83 Cluster Kind: UTMRC: 4 Date Completed: 4/27/1995 UTMRC Desc: margin of error : 30 m - 100 m Remarks: Location Method: Elevrc Desc: Location Source Date: As of Fall, 2005 Improvement Location Source: YPDT_Master_A.mdb from Conservation Authority Moraine Coalition Improvement Location Method: Map Source Revision Comment: Sourced from Hunter and Assoc. by CAMC. Source notes: HUNTER 2001 ORM AVI STUDY; Address Map/OBM (UTM 1982); Original units in CAMC's source: UTM NAD83 UTMs and Gnd Elev updated by Hunter Brought into CAMC data on: 02/08/2002. Source ID: 1912445 Supplier Comment: Changed from lot/centroid coordinates.

Overburden and Bedrock Materials Interval

Formation ID: 931189513 Layer: 8 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 85 Other Materials: SOFT Mat3: Other Materials: Formation Top Depth: 184 Formation End Depth: 202 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189510 Layer: 5 Color: 2

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General Color: GREY Mat1: 06 Most Common Material: SILT Mat2: 28 Other Materials: SAND Mat3: Other Materials: Formation Top Depth: 55 Formation End Depth: 83 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189509 Layer: 4 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 28 Other Materials: SAND Mat3: 11 Other Materials: GRAVEL Formation Top Depth: 45 Formation End Depth: 55 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189512 Layer: 7 Color: 2 General Color: GREY Mat1: 06 Most Common Material: SILT Mat2: 11 Other Materials: GRAVEL Mat3: 77 Other Materials: LOOSE Formation Top Depth: 110 Formation End Depth: 184 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189511 Layer: 6 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 11 Other Materials: GRAVEL Mat3: 85 Other Materials: SOFT Formation Top Depth: 83 Formation End Depth: 110 Formation End Depth UOM: ft

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Overburden and Bedrock Materials Interval

Formation ID: 931189506 Layer: 1 Color: 8 General Color: BLACK Mat1: 02 Most Common Material: TOPSOIL Mat2: 85 Other Materials: SOFT Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189507 Layer: 2 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: 85 Other Materials: SOFT Formation Top Depth: 1 Formation End Depth: 3 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189508 Layer: 3 Color: 6 General Color: BROWN Mat1: 28 Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: 85 Other Materials: SOFT Formation Top Depth: 3 Formation End Depth: 45 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189514 Layer: 9 Color: 2 General Color: GREY Mat1: 31 Most Common Material: COARSE GRAVEL Mat2: 28 Other Materials: SAND Mat3: 06

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Other Materials: SILT Formation Top Depth: 202 Formation End Depth: 205 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933122745 Layer: 1 Plug From: 0 Plug To: 20 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10629635 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930139053 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 202 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933333117 Layer: 1 Slot: 020 Screen Top Depth: 201 Screen End Depth: 205 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 6

Results of Well Yield Testing

Pump Test ID: 991912445 Pump Set At: Static Level: 40 Final Level After Pumping: 90 Recommended Pump Depth: 150 Pumping Rate: 8

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Flowing Rate: Recommended Pump Rate: 5 Levels UOM: ft Rate UOM: GPM Water State After Test Code: Water State After Test: Pumping Test Method: 2 Pumping Duration HR: 4 Pumping Duration MIN: 0 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934679470 Test Type: Draw Down Test Duration: 45 Test Level: 90 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934131062 Test Type: Draw Down Test Duration: 15 Test Level: 68 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934932027 Test Type: Draw Down Test Duration: 60 Test Level: 90 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934410917 Test Type: Draw Down Test Duration: 30 Test Level: 85 Test Level UOM: ft

Water Details

Water ID: 933523015 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 202 Water Found Depth UOM: ft

m-7-802481140-b dd-WWIS-802481140-bb 7 1 of 1 -/0.0 285.8 / 1.92 lot 15 con 5 p-802481140-y WWIS ON

Well ID: 1912382 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 4/10/1995 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 6874

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Casing Material: Form Version: 1 Audit No: 158022 Owner: Tag: Street Name: Construction County: DURHAM Method: Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10081002 Elevation: 286.761474 DP2BR: Elevrc: Spatial Status: Improved Zone: 17 Code OB: o East83: 662510 Code OB Desc: Overburden North83: 4883646 Open Hole: Org CS: N83 Cluster Kind: UTMRC: 4 Date Completed: 3/29/1995 UTMRC Desc: margin of error : 30 m - 100 m Remarks: Location Method: Elevrc Desc: Location Source Date: As of Fall, 2005 Improvement Location Source: YPDT_Master_A.mdb from Conservation Authority Moraine Coalition Improvement Location Method: Map Source Revision Comment: Sourced from Hunter and Assoc. by CAMC. Source notes: HUNTER 2001 ORM AVI STUDY; Address Map/OBM (UTM 1982); Original units in CAMC's source: UTM NAD83 UTMs and Gnd Elev updated by Hunter Brought into CAMC data on: 02/08/2002. Source ID: 1912382 Supplier Comment: Changed from lot/centroid coordinates.

Overburden and Bedrock Materials Interval

Formation ID: 931189206 Layer: 1 Color: General Color: Mat1: 00 Most Common Material: UNKNOWN TYPE Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 32 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931189207 Layer: 2 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2:

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Other Materials: Mat3: Other Materials: Formation Top Depth: 32 Formation End Depth: 35 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10629572 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930138989 Layer: 1 Material: 3 Open Hole or Material: CONCRETE Depth From: Depth To: 35 Casing Diameter: 30 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 991912382 Pump Set At: Static Level: -26 Final Level After Pumping: 35 Recommended Pump Depth: 34 Pumping Rate: Flowing Rate: 3 Recommended Pump Rate: 3 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: Pumping Duration HR: Pumping Duration MIN: Flowing: Y

Draw Down & Recovery

Pump Test Detail ID: 934410870 Test Type: Test Duration: 30 Test Level: 32 Test Level UOM: ft

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Draw Down & Recovery

Pump Test Detail ID: 934931981 Test Type: Test Duration: 60 Test Level: 30 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934679426 Test Type: Test Duration: 45 Test Level: 32 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934131015 Test Type: Test Duration: 15 Test Level: 34 Test Level UOM: ft

Water Details

Water ID: 933522959 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: Water Found Depth UOM: ft

m-13-821128924-b dd-EHS-821128924-bb 13 1 of 1 SSE/96.8 280.8 / -3.13 1430 King Street p-821128924-y EHS Port Perry ON L9L 1C1

Order No: 20131031066 Nearest Intersection: Status: C Municipality: Durham Report Type: RSC Report (Rural) Client Prov/State: ON Report Date: 18-NOV-13 Search Radius (km): .3 Date Received: 31-OCT-13 X: -78.964876 Previous Site Name: Y: 44.080783 Lot/Building Size: 171.33 acres Additional Info Ordered:

m-14-801701569-b dd-GEN-801701569-bb 14 1 of 5 SSE/98.3 280.8 / -3.13 814834 ONTARIO LIMITED p-801701569-y GEN 1430 KING STREET PRINCE ALBERT ON

Generator No: ON9834320 PO Box No: Status: Country: Approval Years: 03,04 Choice of Contact: Contam. Facility: Co Admin: MHSW Facility: Phone No Admin: SIC Code: 713910 SIC Description: Golf Courses & Country Clubs

m-14-875623762-b dd-GEN-875623762-bb 14 2 of 5 SSE/98.3 280.8 / -3.13 Sunnybrae Golf Club p-875623762-y GEN 1430 King Street

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Port Perry ON L9L 1B5

Generator No: ON6298068 PO Box No: Status: Registered Country: Canada Approval Years: As of Mar 2019 Choice of Contact: Contam. Facility: Co Admin: MHSW Facility: Phone No Admin: SIC Code: SIC Description:

Detail(s)

Waste Class: 252 L Waste Class Desc: Waste crankcase oils and lubricants

m-14-803001697-b dd-PTTW-803001697-bb 14 3 of 5 SSE/98.3 280.8 / -3.13 814834 Ontario Limited p-803001697-y PTTW 1430 King Street, Lot 15, Concession 4 1430 Highway #7, Lot 14 and 15, Concession 5 TOWNSHIP OF SCUGOG ON

EBR Registry No: IA06E0236 Year: 2006 Ministry Ref No: 2648-6LMMCC Act 1: Notice Type: Instrument Decision Act 2: Notice Stage: Comment Period: Notice Date: July 26, 2006 Section: Proposal Date: February 27, 2006 Site Location Map: Decision Posted: Posted By: Company Name: 814834 Ontario Limited Off Instrument Name: Instrument Type: (OWRA s. 34) - Permit to Take Water Proponent Name: Proponent Name: Proponent Address: 1430 King Street, Prince Albert, Scugog Ontario, L9L 1C1 Site Address: Location Other: URL:

Site Location Details:

1430 King Street, Lot 15, Concession 4 1430 Highway #7, Lot 14 and 15, Concession 5 TOWNSHIP OF SCUGOG

m-14-803001696-b dd-PTTW-803001696-bb 14 4 of 5 SSE/98.3 280.8 / -3.13 814834 Ontario Limited p-803001696-y PTTW 1430 King Street Scugog Ontario TOWNSHIP OF SCUGOG ON

EBR Registry No: IA05E1929 Year: 2005 Ministry Ref No: 1015-6J9SZ9 Act 1: Notice Type: Instrument Decision Act 2: Notice Stage: Comment Period: Notice Date: March 07, 2006 Section: Proposal Date: December 16, 2005 Site Location Map: Decision Posted: Posted By: Company Name: 814834 Ontario Limited Off Instrument Name: Instrument Type: (OWRA s. 34) - Permit to Take Water Proponent Name: Proponent Name:

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Proponent Address: 1430 King Street, Prince Albert, Scugog Ontario, L9L 1C1 Site Address: Location Other: URL:

Site Location Details:

1430 King Street Scugog Ontario TOWNSHIP OF SCUGOG

m-14-803581836-b dd-PTTW-803581836-bb 14 5 of 5 SSE/98.3 280.8 / -3.13 814834 Ontario Limited p-803581836-y PTTW 1430 King Street Part Lot 15, Concession: 4, 1430 King St., Scugog, Township, Regional Municipality of Durham Easting: 663000, UTM Northing: 4882550 REACH ON

EBR Registry No: 011-0247 Year: 2010 Ministry Ref No: 4848-85DN3G Act 1: Notice Type: Instrument Decision Act 2: Notice Stage: Comment Period: Notice Date: December 29, 2010 Section: Proposal Date: June 09, 2010 Site Location Map: Decision Posted: Posted By: Company Name: 814834 Ontario Limited Off Instrument Name: Instrument Type: (OWRA s. 34) - Permit to Take Water Proponent Name: Proponent Name: Proponent Address: 1430 King Street, Prince Albert, Scugog Ontario, L9L 1C1 Site Address: Location Other: URL:

Site Location Details:

1430 King Street Part Lot 15, Concession: 4, 1430 King St., Scugog, Township, Regional Municipality of Durham Easting: 663000, UTM Northing: 4882550 REACH

m-8-803226356-b dd-WWIS-803226356-bb 8 1 of 1 NNW/13.2 285.1 / 1.22 lot 15 con 5 p-803226356-y WWIS PORT PERRY ON

Well ID: 7104945 Data Entry Status: Construction Date: Data Src: Primary Water Use: Domestic Date Received: 5/6/2008 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 5459 Casing Material: Form Version: 4 Audit No: Z75662 Owner: Tag: A061108 Street Name: 1431 HWY 7A Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone:

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Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 1001586482 Elevation: 285.674926 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: East83: 662633 Code OB Desc: North83: 4883697 Open Hole: Org CS: UTM83 Cluster Kind: UTMRC: 3 Date Completed: 4/6/2008 UTMRC Desc: margin of error : 10 - 30 m Remarks: Location Method: wwr Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 1001658878 Layer: 6 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: 66 Other Materials: DENSE Formation Top Depth: 114 Formation End Depth: 148 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658874 Layer: 2 Color: 6 General Color: BROWN Mat1: 08 Most Common Material: FINE SAND Mat2: Other Materials: Mat3: 77 Other Materials: LOOSE Formation Top Depth: 63 Formation End Depth: 68 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658879 Layer: 7 Color: 2 General Color: GREY

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Mat1: 06 Most Common Material: SILT Mat2: 08 Other Materials: FINE SAND Mat3: 85 Other Materials: SOFT Formation Top Depth: 148 Formation End Depth: 153 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658876 Layer: 4 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: 66 Other Materials: DENSE Formation Top Depth: 74 Formation End Depth: 110 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658877 Layer: 5 Color: 2 General Color: GREY Mat1: 06 Most Common Material: SILT Mat2: Other Materials: Mat3: 85 Other Materials: SOFT Formation Top Depth: 110 Formation End Depth: 114 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658880 Layer: 8 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: 66 Other Materials: DENSE Formation Top Depth: 153 Formation End Depth: 175 Formation End Depth UOM: ft

Overburden and Bedrock

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Materials Interval

Formation ID: 1001658875 Layer: 3 Color: 2 General Color: GREY Mat1: 11 Most Common Material: GRAVEL Mat2: 08 Other Materials: FINE SAND Mat3: 77 Other Materials: LOOSE Formation Top Depth: 68 Formation End Depth: 74 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 1001658873 Layer: 1 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: 85 Other Materials: SOFT Formation Top Depth: 0 Formation End Depth: 63 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 1001658882 Layer: 1 Plug From: 0 Plug To: 20 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 4 Method Construction: Rotary (Air) Other Method Construction:

Pipe Information

Pipe ID: 1001658871 Casing No: 0 Comment: Alt Name:

Construction Record - Casing

Casing ID: 1001658884 Layer: Material: 1

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Open Hole or Material: STEEL Depth From: Depth To: 72 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 1001658885 Layer: Slot: Screen Top Depth: Screen End Depth: Screen Material: 1 Screen Depth UOM: Screen Diameter UOM: Screen Diameter:

Results of Well Yield Testing

Pump Test ID: 1001658872 Pump Set At: 72 Static Level: 20 Final Level After Pumping: 55.2 Recommended Pump Depth: Pumping Rate: 56 Flowing Rate: Recommended Pump Rate: Levels UOM: ft Rate UOM: GPM Water State After Test Code: 3 Water State After Test: OTHER Pumping Test Method: 0 Pumping Duration HR: 1 Pumping Duration MIN: Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 1001658890 Test Type: Draw Down Test Duration: 5 Test Level: 35 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658895 Test Type: Draw Down Test Duration: 30 Test Level: 64.8 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658887 Test Type: Draw Down Test Duration: 2 Test Level: 27.8 Test Level UOM: ft

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Draw Down & Recovery

Pump Test Detail ID: 1001658896 Test Type: Draw Down Test Duration: 60 Test Level: 55.2 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658886 Test Type: Draw Down Test Duration: 1 Test Level: 27.3 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658894 Test Type: Draw Down Test Duration: 25 Test Level: 64.8 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658889 Test Type: Draw Down Test Duration: 4 Test Level: 33.4 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658891 Test Type: Draw Down Test Duration: 10 Test Level: 42.1 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658893 Test Type: Draw Down Test Duration: 20 Test Level: 57.1 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658888 Test Type: Draw Down Test Duration: 3 Test Level: 29.2 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 1001658892

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Test Type: Draw Down Test Duration: 15 Test Level: 47.7 Test Level UOM: ft

Water Details

Water ID: 1001658883 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 75 Water Found Depth UOM: ft

Hole Diameter

Hole ID: 1001658881 Diameter: 6 Depth From: Depth To: 75 Hole Depth UOM: ft Hole Diameter UOM: inch

m-9-802121352-b dd-WWIS-802121352-bb 9 1 of 7 N/14.7 284.1 / 0.16 lot 15 con 5 p-802121352-y WWIS ON

Well ID: 1915382 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Irrigation Date Received: 10/26/2001 Sec. Water Use: Selected Flag: Yes Final Well Status: Abandoned-Supply Abandonment Rec: Water Type: Contractor: 2214 Casing Material: Form Version: 1 Audit No: 207702 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10517354 Elevation: 285.024139 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662715.3 Code OB Desc: Overburden North83: 4883678 Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 9/24/2001 UTMRC Desc: unknown UTM Remarks: Location Method: lot Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method:

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Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 932834564 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: 60 Other Materials: CEMENTED Formation Top Depth: 10 Formation End Depth: 26 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834566 Layer: 5 Color: 6 General Color: BROWN Mat1: 10 Most Common Material: COARSE SAND Mat2: 31 Other Materials: COARSE GRAVEL Mat3: Other Materials: Formation Top Depth: 28 Formation End Depth: 33 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834562 Layer: 1 Color: 8 General Color: BLACK Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834565 Layer: 4 Color: 6 General Color: BROWN Mat1: 28

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Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: 12 Other Materials: STONES Formation Top Depth: 26 Formation End Depth: 28 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834563 Layer: 2 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 1 Formation End Depth: 10 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction:

Pipe Information

Pipe ID: 11065924 Casing No: 1 Comment: Alt Name:

m-9-802121182-b dd-WWIS-802121182-bb 9 2 of 7 N/14.7 284.1 / 0.16 lot 15 con 5 p-802121182-y WWIS ON

Well ID: 1915198 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 8/16/2001 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 1673 Casing Material: Form Version: 1 Audit No: 231502 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone:

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Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10517171 Elevation: 285.024139 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662715.3 Code OB Desc: Overburden North83: 4883678 Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 5/3/2001 UTMRC Desc: unknown UTM Remarks: Location Method: lot Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 932833855 Layer: 3 Color: General Color: Mat1: 06 Most Common Material: SILT Mat2: 05 Other Materials: CLAY Mat3: Other Materials: Formation Top Depth: 55 Formation End Depth: 110 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932833856 Layer: 4 Color: General Color: Mat1: 06 Most Common Material: SILT Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 110 Formation End Depth: 124 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932833857 Layer: 5 Color: General Color:

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Mat1: 10 Most Common Material: COARSE SAND Mat2: 31 Other Materials: COARSE GRAVEL Mat3: Other Materials: Formation Top Depth: 124 Formation End Depth: 127 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932833854 Layer: 2 Color: General Color: Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 1 Formation End Depth: 55 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932833853 Layer: 1 Color: General Color: Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933220122 Layer: 1 Plug From: 0 Plug To: 20 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

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Pipe ID: 11065741 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930141752 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933400682 Layer: 1 Slot: 030 Screen Top Depth: 124 Screen End Depth: 127 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 5

Results of Well Yield Testing

Pump Test ID: 991915198 Pump Set At: Static Level: 12 Final Level After Pumping: 110 Recommended Pump Depth: 120 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 3 Pumping Duration MIN: 0 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934676293 Test Type: Recovery Test Duration: 45 Test Level: 12 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934930490 Test Type: Recovery Test Duration: 60

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Test Level: 12 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934416948 Test Type: Recovery Test Duration: 30 Test Level: 20 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934137128 Test Type: Recovery Test Duration: 15 Test Level: 40 Test Level UOM: ft

Water Details

Water ID: 934009002 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 127 Water Found Depth UOM: ft

m-9-802121354-b dd-WWIS-802121354-bb 9 3 of 7 N/14.7 284.1 / 0.16 lot 15 con 5 p-802121354-y WWIS ON

Well ID: 1915384 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Irrigation Date Received: 10/26/2001 Sec. Water Use: Selected Flag: Yes Final Well Status: Abandoned-Supply Abandonment Rec: Water Type: Contractor: 2214 Casing Material: Form Version: 1 Audit No: 207712 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10517356 Elevation: 285.024139 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662715.3 Code OB Desc: Overburden North83: 4883678 Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 9/16/2001 UTMRC Desc: unknown UTM

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Remarks: Location Method: lot Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 932834573 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 15 Formation End Depth: 42 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834571 Layer: 1 Color: 8 General Color: BLACK Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834572 Layer: 2 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 1 Formation End Depth: 15 Formation End Depth UOM: ft

Method of Construction & Well Use

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Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction:

Pipe Information

Pipe ID: 11065926 Casing No: 1 Comment: Alt Name:

m-9-802121353-b dd-WWIS-802121353-bb 9 4 of 7 N/14.7 284.1 / 0.16 lot 15 con 5 p-802121353-y WWIS ON

Well ID: 1915383 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Irrigation Date Received: 10/26/2001 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 2214 Casing Material: Form Version: 1 Audit No: 207718 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10517355 Elevation: 285.024139 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662715.3 Code OB Desc: Overburden North83: 4883678 Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 9/17/2001 UTMRC Desc: unknown UTM Remarks: Location Method: lot Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 932834569 Layer: 3 Color: 2 General Color: GREY Mat1: 05

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Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: 60 Other Materials: CEMENTED Formation Top Depth: 15 Formation End Depth: 23 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834570 Layer: 4 Color: General Color: Mat1: 28 Most Common Material: SAND Mat2: 29 Other Materials: FINE GRAVEL Mat3: 91 Other Materials: WATER-BEARING Formation Top Depth: 23 Formation End Depth: 43 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834568 Layer: 2 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 1 Formation End Depth: 15 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932834567 Layer: 1 Color: 8 General Color: BLACK Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

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Plug ID: 933220290 Layer: 1 Plug From: 0 Plug To: 20 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction:

Pipe Information

Pipe ID: 11065925 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930141933 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: Casing Diameter: 36 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Casing

Casing ID: 930141934 Layer: 2 Material: 2 Open Hole or Material: GALVANIZED Depth From: Depth To: Casing Diameter: 30 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 991915383 Pump Set At: Static Level: 22 Final Level After Pumping: 34 Recommended Pump Depth: 35 Pumping Rate: 7 Flowing Rate: Recommended Pump Rate: 7 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 2 Water State After Test: CLOUDY Pumping Test Method: 1 Pumping Duration HR: 4

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Pumping Duration MIN: 15 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934931026 Test Type: Draw Down Test Duration: 60 Test Level: 40 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934417469 Test Type: Draw Down Test Duration: 30 Test Level: 30 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934676814 Test Type: Draw Down Test Duration: 45 Test Level: 33 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934137232 Test Type: Draw Down Test Duration: 15 Test Level: 26 Test Level UOM: ft

Water Details

Water ID: 934009144 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 23 Water Found Depth UOM: ft

m-9-800053541-b dd-WWIS-800053541-bb 9 5 of 7 N/14.7 284.1 / 0.16 lot 15 con 5 p-800053541-y WWIS ON

Well ID: 1914616 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Date Received: 7/25/2000 Sec. Water Use: Selected Flag: Yes Final Well Status: Abandoned-Supply Abandonment Rec: Water Type: Contractor: 5459 Casing Material: Form Version: 1 Audit No: 211731 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05

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Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10083207 Elevation: 285.028869 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662714.8 Code OB Desc: Overburden North83: 4883678 Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 4/22/2000 UTMRC Desc: unknown UTM Remarks: Location Method: lot Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931198110 Layer: 4 Color: 6 General Color: BROWN Mat1: 28 Most Common Material: SAND Mat2: 11 Other Materials: GRAVEL Mat3: Other Materials: Formation Top Depth: 28 Formation End Depth: 37 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198108 Layer: 2 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 84 Other Materials: SILTY Mat3: Other Materials: Formation Top Depth: 3 Formation End Depth: 13 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

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Formation ID: 931198117 Layer: 11 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 11 Other Materials: GRAVEL Mat3: Other Materials: Formation Top Depth: 328 Formation End Depth: 334 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198107 Layer: 1 Color: 6 General Color: BROWN Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 3 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198111 Layer: 5 Color: 4 General Color: GREEN Mat1: 05 Most Common Material: CLAY Mat2: 28 Other Materials: SAND Mat3: 11 Other Materials: GRAVEL Formation Top Depth: 37 Formation End Depth: 80 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198115 Layer: 9 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 84 Other Materials: SILTY Mat3: 85 Other Materials: SOFT Formation Top Depth: 150 Formation End Depth: 233

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Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198114 Layer: 8 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: 13 Other Materials: BOULDERS Formation Top Depth: 133 Formation End Depth: 150 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198112 Layer: 6 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: 11 Other Materials: GRAVEL Formation Top Depth: 80 Formation End Depth: 89 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198109 Layer: 3 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: 84 Other Materials: SILTY Formation Top Depth: 13 Formation End Depth: 28 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198116 Layer: 10 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY

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Mat2: 12 Other Materials: STONES Mat3: 73 Other Materials: HARD Formation Top Depth: 233 Formation End Depth: 328 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198113 Layer: 7 Color: 2 General Color: GREY Mat1: 34 Most Common Material: TILL Mat2: 13 Other Materials: BOULDERS Mat3: Other Materials: Formation Top Depth: 89 Formation End Depth: 133 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction:

Pipe Information

Pipe ID: 10631777 Casing No: 1 Comment: Alt Name:

m-9-800053542-b dd-WWIS-800053542-bb 9 6 of 7 N/14.7 284.1 / 0.16 lot 15 con 5 p-800053542-y WWIS ON

Well ID: 1914617 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Commerical Date Received: 7/25/2000 Sec. Water Use: Selected Flag: Yes Final Well Status: Abandoned-Other Abandonment Rec: Water Type: Contractor: 5459 Casing Material: Form Version: 1 Audit No: 211698 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability:

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Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10083208 Elevation: 285.028869 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662714.8 Code OB Desc: Overburden North83: 4883678 Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 5/25/2000 UTMRC Desc: unknown UTM Remarks: Location Method: lot Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931198123 Layer: 6 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 137 Formation End Depth: 182 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198122 Layer: 5 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: 28 Other Materials: SAND Formation Top Depth: 93 Formation End Depth: 137 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198128 Layer: 11 Color: 2 General Color: GREY Mat1: 05

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Most Common Material: CLAY Mat2: 84 Other Materials: SILTY Mat3: Other Materials: Formation Top Depth: 284 Formation End Depth: 291 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198131 Layer: 14 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 317 Formation End Depth: 327 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198126 Layer: 9 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 84 Other Materials: SILTY Mat3: Other Materials: Formation Top Depth: 229 Formation End Depth: 276 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198125 Layer: 8 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: Other Materials: Formation Top Depth: 214 Formation End Depth: 229 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

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Formation ID: 931198121 Layer: 4 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 50 Formation End Depth: 93 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198133 Layer: 16 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 337 Formation End Depth: 349 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198119 Layer: 2 Color: 6 General Color: BROWN Mat1: 28 Most Common Material: SAND Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 19 Formation End Depth: 38 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198132 Layer: 15 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 327

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Formation End Depth: 337 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198130 Layer: 13 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: Other Materials: Formation Top Depth: 304 Formation End Depth: 317 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198118 Layer: 1 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 19 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198120 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 38 Formation End Depth: 50 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198124 Layer: 7 Color: 2 General Color: GREY Mat1: 05

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Most Common Material: CLAY Mat2: 84 Other Materials: SILTY Mat3: Other Materials: Formation Top Depth: 182 Formation End Depth: 214 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198127 Layer: 10 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: Other Materials: Formation Top Depth: 276 Formation End Depth: 284 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931198129 Layer: 12 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 87 Other Materials: STONEY Mat3: Other Materials: Formation Top Depth: 291 Formation End Depth: 304 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933125273 Layer: 1 Plug From: 0 Plug To: 34 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction:

Pipe Information

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Pipe ID: 10631778 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930141205 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933334236 Layer: 1 Slot: 018 Screen Top Depth: 337 Screen End Depth: 349 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 6

Results of Well Yield Testing

Pump Test ID: 991914617 Pump Set At: Static Level: 66 Final Level After Pumping: Recommended Pump Depth: Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: Pumping Duration MIN: Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934675169 Test Type: Draw Down Test Duration: 45 Test Level: 185 Test Level UOM: ft

Water Details

Water ID: 933524939 Layer: 1 Kind Code: 1 Kind: FRESH

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Water Found Depth: 337 Water Found Depth UOM: ft

m-9-802120996-b dd-WWIS-802120996-bb 9 7 of 7 N/14.7 284.1 / 0.16 lot 15 con 5 p-802120996-y WWIS ON

Well ID: 1914960 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Date Received: 2/20/2001 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 2662 Casing Material: Form Version: 1 Audit No: 216671 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10083549 Elevation: 285.028869 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662714.8 Code OB Desc: Overburden North83: 4883678 Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 11/22/2000 UTMRC Desc: unknown UTM Remarks: Location Method: lot Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931199466 Layer: 3 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 91 Other Materials: WATER-BEARING Mat3: Other Materials: Formation Top Depth: 6 Formation End Depth: 12 Formation End Depth UOM: ft

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Overburden and Bedrock Materials Interval

Formation ID: 931199467 Layer: 4 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 11 Other Materials: GRAVEL Mat3: Other Materials: Formation Top Depth: 12 Formation End Depth: 30 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931199470 Layer: 7 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3: 11 Other Materials: GRAVEL Formation Top Depth: 131 Formation End Depth: 132 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931199465 Layer: 2 Color: 8 General Color: BLACK Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 3 Formation End Depth: 6 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931199469 Layer: 6 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 11 Other Materials: GRAVEL Mat3: 06

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Other Materials: SILT Formation Top Depth: 120 Formation End Depth: 131 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931199468 Layer: 5 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 05 Other Materials: CLAY Mat3: 11 Other Materials: GRAVEL Formation Top Depth: 30 Formation End Depth: 120 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931199464 Layer: 1 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 01 Other Materials: FILL Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 3 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933125702 Layer: 1 Plug From: 0 Plug To: 20 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 4 Method Construction: Rotary (Air) Other Method Construction:

Pipe Information

Pipe ID: 10632119 Casing No: 1 Comment: Alt Name:

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Construction Record - Casing

Casing ID: 930141546 Layer: 2 Material: 4 Open Hole or Material: OPEN HOLE Depth From: Depth To: Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Casing

Casing ID: 930141545 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933334416 Layer: 1 Slot: 016 Screen Top Depth: 123 Screen End Depth: 131 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 6

Results of Well Yield Testing

Pump Test ID: 991914960 Pump Set At: Static Level: 30 Final Level After Pumping: 115 Recommended Pump Depth: 115 Pumping Rate: 8 Flowing Rate: Recommended Pump Rate: 7 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934929939 Test Type: Recovery Test Duration: 60 Test Level: 87

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Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934136591 Test Type: Recovery Test Duration: 15 Test Level: 105 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934416830 Test Type: Recovery Test Duration: 30 Test Level: 100 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934675763 Test Type: Recovery Test Duration: 45 Test Level: 93 Test Level UOM: ft

Water Details

Water ID: 933525239 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 131 Water Found Depth UOM: ft

m-10-17103781-b dd-WWIS-17103781-bb 10 1 of 1 NW/60.5 285.8 / 1.92 lot 15 con 5 p-17103781-y WWIS ON

Well ID: 4602214 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 2/28/1968 Sec. Water Use: 0 Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 2518 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

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Bore Hole ID: 10293579 Elevation: 287.529144 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662408.9 Code OB Desc: Overburden North83: 4883622 Open Hole: Org CS: Cluster Kind: UTMRC: 5 Date Completed: 12/17/1967 UTMRC Desc: margin of error : 100 m - 300 m Remarks: Location Method: p5 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931948046 Layer: 2 Color: General Color: Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 2 Formation End Depth: 80 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948045 Layer: 1 Color: General Color: Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 2 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948047 Layer: 3 Color: General Color: Mat1: 10 Most Common Material: COARSE SAND Mat2: 11 Other Materials: GRAVEL Mat3: Other Materials:

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Formation Top Depth: 80 Formation End Depth: 89 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948048 Layer: 4 Color: General Color: Mat1: 11 Most Common Material: GRAVEL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 89 Formation End Depth: 91 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10842149 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930485645 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 91 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 994602214 Pump Set At: Static Level: 25 Final Level After Pumping: 50 Recommended Pump Depth: 80 Pumping Rate: 20 Flowing Rate: Recommended Pump Rate: 5 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR

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Pumping Test Method: 2 Pumping Duration HR: 8 Pumping Duration MIN: 0 Flowing: N

Water Details

Water ID: 933764495 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 91 Water Found Depth UOM: ft

m-11-17105619-b dd-WWIS-17105619-bb 11 1 of 1 NW/69.4 285.8 / 1.92 lot 14 con 5 p-17105619-y WWIS ON

Well ID: 4604378 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 5/4/1970 Sec. Water Use: 0 Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 1556 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 014 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10295713 Elevation: 287.359802 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662414.9 Code OB Desc: Overburden North83: 4883643 Open Hole: Org CS: Cluster Kind: UTMRC: 4 Date Completed: 4/27/1970 UTMRC Desc: margin of error : 30 m - 100 m Remarks: Location Method: p4 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931956456 Layer: 1 Color: 8

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General Color: BLACK Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931956460 Layer: 5 Color: 6 General Color: BROWN Mat1: 09 Most Common Material: MEDIUM SAND Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 37 Formation End Depth: 40 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931956458 Layer: 3 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 10 Formation End Depth: 28 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931956459 Layer: 4 Color: 6 General Color: BROWN Mat1: 09 Most Common Material: MEDIUM SAND Mat2: 11 Other Materials: GRAVEL Mat3: Other Materials: Formation Top Depth: 28 Formation End Depth: 37 Formation End Depth UOM: ft

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Overburden and Bedrock Materials Interval

Formation ID: 931956457 Layer: 2 Color: 6 General Color: BROWN Mat1: 09 Most Common Material: MEDIUM SAND Mat2: 05 Other Materials: CLAY Mat3: Other Materials: Formation Top Depth: 1 Formation End Depth: 10 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction:

Pipe Information

Pipe ID: 10844283 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930487982 Layer: 1 Material: 3 Open Hole or Material: CONCRETE Depth From: Depth To: 40 Casing Diameter: 30 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 994604378 Pump Set At: Static Level: 28 Final Level After Pumping: 39 Recommended Pump Depth: Pumping Rate: 4 Flowing Rate: Recommended Pump Rate: 4 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N

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Draw Down & Recovery

Pump Test Detail ID: 934523666 Test Type: Recovery Test Duration: 30 Test Level: 34 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 935039137 Test Type: Recovery Test Duration: 60 Test Level: 30 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934249874 Test Type: Recovery Test Duration: 15 Test Level: 37 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934779180 Test Type: Recovery Test Duration: 45 Test Level: 32 Test Level UOM: ft

Water Details

Water ID: 933766675 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 28 Water Found Depth UOM: ft

m-12-17103778-b dd-WWIS-17103778-bb 12 1 of 1 NW/70.0 285.8 / 1.92 lot 14 con 5 p-17103778-y WWIS ON

Well ID: 4602211 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Livestock Date Received: 3/25/1963 Sec. Water Use: Domestic Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 2518 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 014 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83:

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Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10293576 Elevation: 286.473693 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662460.9 Code OB Desc: Overburden North83: 4883699 Open Hole: Org CS: Cluster Kind: UTMRC: 5 Date Completed: 2/14/1963 UTMRC Desc: margin of error : 100 m - 300 m Remarks: Location Method: p5 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931948034 Layer: 1 Color: General Color: Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 2 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948035 Layer: 2 Color: 5 General Color: YELLOW Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 2 Formation End Depth: 14 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948037 Layer: 4

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Color: General Color: Mat1: 08 Most Common Material: FINE SAND Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 112 Formation End Depth: 146 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948036 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 09 Other Materials: MEDIUM SAND Mat3: Other Materials: Formation Top Depth: 14 Formation End Depth: 112 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10842146 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930485642 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 142 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933355449 Layer: 1 Slot: 020 Screen Top Depth: 142

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Screen End Depth: 146 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 6

Results of Well Yield Testing

Pump Test ID: 994602211 Pump Set At: Static Level: 60 Final Level After Pumping: 90 Recommended Pump Depth: 90 Pumping Rate: 9 Flowing Rate: Recommended Pump Rate: 5 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 Pumping Duration MIN: 0 Flowing: N

Water Details

Water ID: 933764493 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 130 Water Found Depth UOM: ft

m-15-17105206-b dd-WWIS-17105206-bb 15 1 of 1 NW/101.4 285.8 / 1.92 lot 14 con 5 p-17105206-y WWIS ON

Well ID: 4603950 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 1/21/1969 Sec. Water Use: 0 Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 4713 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 014 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10295298 Elevation: 286.873748 DP2BR: Elevrc:

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Spatial Status: Zone: 17 Code OB: o East83: 662414.9 Code OB Desc: Overburden North83: 4883693 Open Hole: Org CS: Cluster Kind: UTMRC: 4 Date Completed: 6/14/1968 UTMRC Desc: margin of error : 30 m - 100 m Remarks: Location Method: p4 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931954773 Layer: 4 Color: 3 General Color: BLUE Mat1: 05 Most Common Material: CLAY Mat2: 06 Other Materials: SILT Mat3: 09 Other Materials: MEDIUM SAND Formation Top Depth: 160 Formation End Depth: 240 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931954775 Layer: 6 Color: General Color: Mat1: 11 Most Common Material: GRAVEL Mat2: 09 Other Materials: MEDIUM SAND Mat3: Other Materials: Formation Top Depth: 253 Formation End Depth: 257 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931954770 Layer: 1 Color: General Color: Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 2

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Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931954772 Layer: 3 Color: 3 General Color: BLUE Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 26 Formation End Depth: 160 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931954774 Layer: 5 Color: 3 General Color: BLUE Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 240 Formation End Depth: 253 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931954771 Layer: 2 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 2 Formation End Depth: 26 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

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Pipe ID: 10843868 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930487506 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 253 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933355884 Layer: 1 Slot: 018 Screen Top Depth: 253 Screen End Depth: 257 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter:

Results of Well Yield Testing

Pump Test ID: 994603950 Pump Set At: Static Level: 40 Final Level After Pumping: 120 Recommended Pump Depth: 100 Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: 5 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N

Water Details

Water ID: 933766223 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 257 Water Found Depth UOM: ft

m-16-800053448-b dd-WWIS-800053448-bb 16 1 of 1 SSE/104.9 280.8 / -3.13 lot 15 con 4 p-800053448-y WWIS ON

Well ID: 1914517 Data Entry Status:

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Construction Date: Data Src: 1 Primary Water Use: Date Received: 5/8/2000 Sec. Water Use: Selected Flag: Yes Final Well Status: Abandoned-Supply Abandonment Rec: Water Type: Contractor: 5459 Casing Material: Form Version: 1 Audit No: 211673 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 04 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10083108 Elevation: 281.054046 DP2BR: 312 Elevrc: Spatial Status: Improved Zone: 17 Code OB: r East83: 662949 Code OB Desc: Bedrock North83: 4882852 Open Hole: Org CS: N83 Cluster Kind: UTMRC: 4 Date Completed: 4/26/2000 UTMRC Desc: margin of error : 30 m - 100 m Remarks: Location Method: Elevrc Desc: Location Source Date: As of Fall, 2005 Improvement Location Source: YPDT_Master_A.mdb from Conservation Authority Moraine Coalition Improvement Location Method: Map Source Revision Comment: Sourced from Hunter and Assoc. by CAMC. Source notes: HUNTER 2001 ORM AVI STUDY; Address Map/OBM (UTM 1982); Original units in CAMC's source: UTM NAD83 UTMs and Gnd Elev updated by Hunter Brought into CAMC data on: 02/08/2002. Source ID: 1914517 Supplier Comment: Changed from lot/centroid coordinates.

Overburden and Bedrock Materials Interval

Formation ID: 931197645 Layer: 2 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 84 Other Materials: SILTY Mat3: Other Materials: Formation Top Depth: 226 Formation End Depth: 254 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197648 Layer: 5 Color: 2

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General Color: GREY Mat1: 17 Most Common Material: SHALE Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 312 Formation End Depth: 315 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197646 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 28 Other Materials: SAND Mat3: 12 Other Materials: STONES Formation Top Depth: 254 Formation End Depth: 309 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197647 Layer: 4 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 309 Formation End Depth: 312 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197644 Layer: 1 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 226 Formation End Depth UOM: ft

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Method of Construction & Well Use

Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction:

Pipe Information

Pipe ID: 10631678 Casing No: 1 Comment: Alt Name:

m-17-828830994-b dd-CFOT-828830994-bb 17 1 of 1 WNW/107.2 285.8 / 1.92 PETER CHRISTIE p-828830994-y CFOT 1381 HIGHWAY 7A PORT PERRY ON L9L 1B5

Licence No: Letter Sent: Registration No: Corrosion Protection: Posse File No: Province: ON Posse Reg No: Nbr: 1168 Tank Type: Single Wall UST Contact Name: Instance Number: 46145097 Contact Address: Facility Type: FS Fuel Oil Tank Contact Address2: Instance Type: FS Fuel Oil Tank Contact Suite: Status Name: Active Contact City: Fuel Type: Fuel Oil Contact Prov: Distributor: Contact Postal: Tank Material: Tank Address: 1381 HIGHWAY 7A Tank Age (as of Comments: 05/1992): Tank Size: 2270

m-18-800053447-b dd-WWIS-800053447-bb 18 1 of 1 SSE/108.7 280.8 / -3.13 lot 15 con 4 p-800053447-y WWIS ON

Well ID: 1914516 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Date Received: 5/8/2000 Sec. Water Use: Selected Flag: Yes Final Well Status: Abandonment Rec: Water Type: Contractor: 5459 Casing Material: Form Version: 1 Audit No: 211672 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 04 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10083107 Elevation: 281.094207

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DP2BR: Elevrc: Spatial Status: Improved Zone: 17 Code OB: o East83: 662949 Code OB Desc: Overburden North83: 4882848 Open Hole: Org CS: N83 Cluster Kind: UTMRC: 4 Date Completed: 4/26/2000 UTMRC Desc: margin of error : 30 m - 100 m Remarks: Location Method: Elevrc Desc: Location Source Date: As of Fall, 2005 Improvement Location Source: YPDT_Master_A.mdb from Conservation Authority Moraine Coalition Improvement Location Method: Map Source Revision Comment: Sourced from Hunter and Assoc. by CAMC. Source notes: HUNTER 2001 ORM AVI STUDY; Address Map/OBM (UTM 1982); Original units in CAMC's source: UTM NAD83 UTMs and Gnd Elev updated by Hunter Brought into CAMC data on: 02/08/2002. Source ID: 1914516 Supplier Comment: Changed from lot/centroid coordinates.

Overburden and Bedrock Materials Interval

Formation ID: 931197639 Layer: 7 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 139 Formation End Depth: 165 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197636 Layer: 4 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 92 Formation End Depth: 106 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197641 Layer: 9 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 81 Other Materials: SANDY Mat3:

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Other Materials: Formation Top Depth: 203 Formation End Depth: 207 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197634 Layer: 2 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: 28 Other Materials: SAND Formation Top Depth: 9 Formation End Depth: 77 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197637 Layer: 5 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 84 Other Materials: SILTY Mat3: Other Materials: Formation Top Depth: 106 Formation End Depth: 134 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197643 Layer: 11 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 28 Other Materials: SAND Mat3: 06 Other Materials: SILT Formation Top Depth: 209 Formation End Depth: 215 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197642 Layer: 10 Color: 2

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General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 207 Formation End Depth: 209 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197633 Layer: 1 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: 28 Other Materials: SAND Formation Top Depth: 0 Formation End Depth: 9 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197640 Layer: 8 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 28 Other Materials: SAND Mat3: Other Materials: Formation Top Depth: 165 Formation End Depth: 203 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931197635 Layer: 3 Color: 6 General Color: BROWN Mat1: 28 Most Common Material: SAND Mat2: 28 Other Materials: SAND Mat3: Other Materials: Formation Top Depth: 77 Formation End Depth: 92 Formation End Depth UOM: ft

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Overburden and Bedrock Materials Interval

Formation ID: 931197638 Layer: 6 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 06 Other Materials: SILT Mat3: Other Materials: Formation Top Depth: 134 Formation End Depth: 139 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933125169 Layer: 1 Plug From: 0 Plug To: 315 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 0 Method Construction: Not Known Other Method Construction:

Pipe Information

Pipe ID: 10631677 Casing No: 1 Comment: Alt Name:

m-19-17103765-b dd-WWIS-17103765-bb 19 1 of 1 SSE/108.9 281.3 / -2.66 lot 15 con 4 p-17103765-y WWIS ON

Well ID: 4602196 Data Entry Status: Construction Date: Data Src: 2 Primary Water Use: Public Date Received: 1/16/1968 Sec. Water Use: 0 Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 3102 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 04 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone:

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Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10293561 Elevation: 281.60083 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662914.9 Code OB Desc: Overburden North83: 4882838 Open Hole: Org CS: Cluster Kind: UTMRC: 5 Date Completed: 12/18/1967 UTMRC Desc: margin of error : 100 m - 300 m Remarks: Location Method: p5 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931947961 Layer: 2 Color: General Color: Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 1 Formation End Depth: 30 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931947960 Layer: 1 Color: General Color: Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction:

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Pipe Information

Pipe ID: 10842131 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930485625 Layer: 1 Material: 3 Open Hole or Material: CONCRETE Depth From: Depth To: 30 Casing Diameter: 30 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 994602196 Pump Set At: Static Level: 16 Final Level After Pumping: Recommended Pump Depth: 29 Pumping Rate: 3 Flowing Rate: Recommended Pump Rate: 2 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: Pumping Duration MIN: Flowing: N

Water Details

Water ID: 933764476 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 16 Water Found Depth UOM: ft

m-20-17103780-b dd-WWIS-17103780-bb 20 1 of 1 N/120.1 280.7 / -3.20 lot 15 con 5 p-17103780-y WWIS ON

Well ID: 4602213 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Livestock Date Received: 1/8/1963 Sec. Water Use: Domestic Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 2113 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH)

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Elevation Reliability: Site Info: Depth to Bedrock: Lot: 015 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10293578 Elevation: 281.762084 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662759.9 Code OB Desc: Overburden North83: 4883877 Open Hole: Org CS: Cluster Kind: UTMRC: 5 Date Completed: 9/7/1962 UTMRC Desc: margin of error : 100 m - 300 m Remarks: Location Method: p5 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931948041 Layer: 2 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 3 Formation End Depth: 35 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948043 Layer: 4 Color: 2 General Color: GREY Mat1: 08 Most Common Material: FINE SAND Mat2: 05 Other Materials: CLAY Mat3: Other Materials: Formation Top Depth: 100 Formation End Depth: 172 Formation End Depth UOM: ft

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Overburden and Bedrock Materials Interval

Formation ID: 931948042 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 09 Other Materials: MEDIUM SAND Mat3: 12 Other Materials: STONES Formation Top Depth: 35 Formation End Depth: 100 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948040 Layer: 1 Color: General Color: Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 3 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931948044 Layer: 5 Color: General Color: Mat1: 11 Most Common Material: GRAVEL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 172 Formation End Depth: 173 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10842148

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Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930485644 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 173 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 994602213 Pump Set At: Static Level: 35 Final Level After Pumping: 60 Recommended Pump Depth: 100 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N

Water Details

Water ID: 933764494 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 172 Water Found Depth UOM: ft

m-21-17030290-b dd-WWIS-17030290-bb 21 1 of 1 NW/165.6 285.8 / 1.92 lot 14 con 5 p-17030290-y WWIS ON

Well ID: 1905423 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 8/21/1979 Sec. Water Use: 0 Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 3136 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (REACH) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 014 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: CON

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Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10074264 Elevation: 286.257171 DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: 662314.9 Code OB Desc: Overburden North83: 4883673 Open Hole: Org CS: Cluster Kind: UTMRC: 5 Date Completed: 7/30/1979 UTMRC Desc: margin of error : 100 m - 300 m Remarks: Location Method: p5 Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931156970 Layer: 2 Color: 6 General Color: BROWN Mat1: 28 Most Common Material: SAND Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 10 Formation End Depth: 30 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931156969 Layer: 1 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 10 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931156975

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Layer: 7 Color: 2 General Color: GREY Mat1: 28 Most Common Material: SAND Mat2: 11 Other Materials: GRAVEL Mat3: Other Materials: Formation Top Depth: 185 Formation End Depth: 201 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931156971 Layer: 3 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 12 Other Materials: STONES Mat3: Other Materials: Formation Top Depth: 30 Formation End Depth: 85 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931156974 Layer: 6 Color: 2 General Color: GREY Mat1: 08 Most Common Material: FINE SAND Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 180 Formation End Depth: 185 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931156973 Layer: 5 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 11 Other Materials: GRAVEL Mat3: Other Materials: Formation Top Depth: 87 Formation End Depth: 180 Formation End Depth UOM: ft

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Overburden and Bedrock Materials Interval

Formation ID: 931156972 Layer: 4 Color: 2 General Color: GREY Mat1: 11 Most Common Material: GRAVEL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 85 Formation End Depth: 87 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10622834 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930131988 Layer: 1 Material: Open Hole or Material: Depth From: Depth To: 188 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Casing

Casing ID: 930131989 Layer: 2 Material: Open Hole or Material: Depth From: Depth To: 201 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933329780 Layer: 1

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Slot: 016 Screen Top Depth: Screen End Depth: Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 5

Results of Well Yield Testing

Pump Test ID: 991905423 Pump Set At: Static Level: 40 Final Level After Pumping: 120 Recommended Pump Depth: 160 Pumping Rate: 40 Flowing Rate: Recommended Pump Rate: 20 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 72 Pumping Duration MIN: 0 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934920024 Test Type: Draw Down Test Duration: 60 Test Level: 120 Test Level UOM: ft

Water Details

Water ID: 933515964 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 185 Water Found Depth UOM: ft

99 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 h-UnplottableUnplottable Summary Summary

Total: 18 Unplottable sites

DB Company Name/Site Name Address City Postal

uu-AAGR-800738802-aa AAGR Lot 16 Con 4 Scugog-Darlington ON

uu-CA-800406193-aa CA Lots 16 and 17, Concession 4 Scugog ON

uu-CA-800401236-aa CA Part of Lot 16, Concession 4 Scugog ON

uu-CA-800406194-aa CA Lots 16 and 17, Concession 4 Scugog ON

uu-CA-800401238-aa CA Part of Lot 16, Concession 4 Scugog ON

uu-CA-38368-aa CA R.M. OF DURHAM-LOTS 12 & HWY.#12/JACK ST./KING ST. SCUGOG TWP. ON 13/CONC.10 & 11

uu-CA-286870-aa CA R.M. OF DURHAM HURD ST/KING ST/BARBER ST. SCUGOG TWP. ON

uu-CA-42875-aa CA R.M. OF DURHAM KING ST. SCUGOG TWP. ON

uu-EXP-803999881-aa EXP LARRY TAYLOR LAR-KENT HWY 7A W PORT PERRY ON HOLDINGS LTD

uu-GEN-800839290-aa GEN ZOECON INDUSTRIES LTD 43- BOX 30, HWY. 7A (L16,C5-SCUGOG TWP,PT 1 PORT PERRY ON L0B 1N0 022 REF PL 40R6434

uu-GEN-800839288-aa GEN ZOECON INDUSTRIES LTD BOX 30, HWY. 7A (L16,C5-SCUGOG TWP,PT 1 PORT PERRY ON L0B 1N0 REF PL 40R6434

uu-GEN-800839291-aa GEN ZOECON INDUSTRIES LIMITED PART OF LOT 16, CONCESSION 5 HIGHWAY SCUGOG TOWNSHIP L0B 1N0 7A ON

uu-GEN-800839289-aa GEN ZOECON INDUSTRIES LTD 43- HWY. 7A PT. OF LOT 16, CONC. 5 SCUGOG TWP. ON L0B 1N0 022

uu-PRT-202609-aa PRT LAR KENT HOLDINGS LTD LOT 16 CON 5 HWY 7A PORT PERRY ON

uu-PRT-209826-aa PRT LARRY TAYLOR LAR-KENT HWY 7A W PORT PERRY ON HOLDINGS LTD

uu-WWIS-802947078-aa WWIS con 5 ON

uu-WWIS-802947100-aa WWIS lot 16 ON

100 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 uu-WWIS-802946639-aa WWIS lot 16 con 5 ON

101 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Unplottableh-Unplottable Report Report

Site: Database: Lot 16 Con 4 Scugog-Darlington ON uu-AAGR-800738802-bbAAGR

Type: Pit Region/County: Durham Township: Scugog-Darlington Concession: 4 Lot: 16 Size (ha): Landuse: development Comments:

Site: Database: Lots 16 and 17, Concession 4 Scugog ON uu-CA-800406193-bbCA

Certificate #: 4885-4RJNMR Application Year: 00 Issue Date: 11/30/00 Approval Type: Municipal & Private sewage Status: Approved Application Type: New Certificate of Approval Client Name: Neil John Hancock Client Address: 13724 Old Scugog Road Client City: Scugog Client Postal Code: L9L 1C1 Project Description: This is an application for a Municipal and Private Sewage Certificate of Approval to construct a storm sewer. Contaminants: Emission Control:

Site: Database: Part of Lot 16, Concession 4 Scugog ON uu-CA-800401236-bbCA

Certificate #: 7265-4RHR97 Application Year: 00 Issue Date: 12/1/00 Approval Type: Municipal & Private sewage Status: Approved Application Type: New Certificate of Approval Client Name: Georgian Woods Limited Client Address: 2561 Stouffville Road, P.O. Box 277 Client City: Gormley Client Postal Code: L0H 1G0 Project Description: Storm sewers and stormwater management facility to be constructed in the Georgian Woods Subdivision Contaminants: Emission Control:

Site: Database: Lots 16 and 17, Concession 4 Scugog ON uu-CA-800406194-bbCA

Certificate #: 7683-4RJNRU Application Year: 00 Issue Date: 11/30/00 Approval Type: Municipal & Private water Status: Approved Application Type: New Certificate of Approval

102 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Client Name: Neil John Hancock Client Address: 13724 Old Scugog Road Client City: Scugog Client Postal Code: L9L 1C1 Project Description: This is an application for a Municipal and Private Water Certificate of Approval to construct a watermain. Contaminants: Emission Control:

Site: Database: Part of Lot 16, Concession 4 Scugog ON uu-CA-800401238-bbCA

Certificate #: 0046-4RHTLY Application Year: 00 Issue Date: 12/1/00 Approval Type: Municipal & Private water Status: Approved Application Type: New Certificate of Approval Client Name: Georgian Woods Limited Client Address: 2561 Stouffville Road, P.O. Box 277 Client City: Gormley Client Postal Code: L0H 1G0 Project Description: Watermains to be constructed in the Georgian Woods Subdivision Contaminants: Emission Control:

Site: R.M. OF DURHAM-LOTS 12 & 13/CONC.10 & 11 Database: HWY.#12/JACK ST./KING ST. SCUGOG TWP. ON uu-CA-38368-bbCA

Certificate #: 7-1814-90- Application Year: 90 Issue Date: 1/21/1991 Approval Type: Municipal water Status: Approved in 1991 Application Type: Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control:

Site: R.M. OF DURHAM Database: HURD ST/KING ST/BARBER ST. SCUGOG TWP. ON uu-CA-286870-bbCA

Certificate #: 7-0391-97- Application Year: 97 Issue Date: 5/13/1997 Approval Type: Municipal water Status: Approved Application Type: Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control:

Site: R.M. OF DURHAM Database: KING ST. SCUGOG TWP. ON uu-CA-42875-bbCA

103 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Certificate #: 7-1851-87- Application Year: 87 Issue Date: 6/20/1988 Approval Type: Municipal water Status: Approved in 1988 Application Type: Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control:

Site: LARRY TAYLOR LAR-KENT HOLDINGS LTD Database: HWY 7A W PORT PERRY ON uu-EXP-803999881-bbEXP

Instance No: 9633568 Instance ID: 391535 Instance Type: FS Facility Description: FS Propane Refill Cntr - Motor Fill Status: EXPIRED TSSA Program Area: Maximum Hazard Rank: Facility Type: Expired Date:

Site: ZOECON INDUSTRIES LTD 43-022 Database: BOX 30, HWY. 7A (L16,C5-SCUGOG TWP,PT 1 REF PL 40R6434 PORT PERRY ON L0B 1N0 uu-GEN-800839290-bbGEN

Generator No: ON0193900 PO Box No: Status: Country: Approval Years: 94,95 Choice of Contact: Contam. Facility: Co Admin: MHSW Facility: Phone No Admin: SIC Code: 3729 SIC Description: OTHER AGRI. CHEM.

Detail(s)

Waste Class: 242 Waste Class Desc: HALOGENATED PESTICIDES

Site: ZOECON INDUSTRIES LTD Database: BOX 30, HWY. 7A (L16,C5-SCUGOG TWP,PT 1 REF PL 40R6434 PORT PERRY ON L0B 1N0 uu-GEN-800839288-bbGEN

Generator No: ON0193900 PO Box No: Status: Country: Approval Years: 86,87,88,89,90 Choice of Contact: Contam. Facility: Co Admin: MHSW Facility: Phone No Admin: SIC Code: 3729 SIC Description: OTHER AGRI. CHEM.

Detail(s)

Waste Class: 242 Waste Class Desc: HALOGENATED PESTICIDES

Site: ZOECON INDUSTRIES LIMITED Database: PART OF LOT 16, CONCESSION 5 HIGHWAY 7A SCUGOG TOWNSHIP ON L0B 1N0 uu-GEN-800839291-bbGEN

Generator No: ON0193900 PO Box No:

104 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Status: Country: Approval Years: 98 Choice of Contact: Contam. Facility: Co Admin: MHSW Facility: Phone No Admin: SIC Code: 3729 SIC Description: OTHER AGRI. CHEM.

Detail(s)

Waste Class: 242 Waste Class Desc: HALOGENATED PESTICIDES

Site: ZOECON INDUSTRIES LTD 43-022 Database: HWY. 7A PT. OF LOT 16, CONC. 5 SCUGOG TWP. ON L0B 1N0 uu-GEN-800839289-bbGEN

Generator No: ON0193900 PO Box No: Status: Country: Approval Years: 92,93,96,97 Choice of Contact: Contam. Facility: Co Admin: MHSW Facility: Phone No Admin: SIC Code: 3729 SIC Description: OTHER AGRI. CHEM.

Detail(s)

Waste Class: 242 Waste Class Desc: HALOGENATED PESTICIDES

Site: LAR KENT HOLDINGS LTD Database: LOT 16 CON 5 HWY 7A PORT PERRY ON uu-PRT-202609-bbPRT

Location ID: 12024 Type: retail Expiry Date: 1995-01-31 Capacity (L): 81700 Licence #: 0052374001

Site: LARRY TAYLOR LAR-KENT HOLDINGS LTD Database: HWY 7A W PORT PERRY ON uu-PRT-209826-bbPRT

Location ID: 12020 Type: retail Expiry Date: 1995-06-30 Capacity (L): 2000 Licence #: 0033370001

Site: Database: con 5 ON uu-WWIS-802947078-bbWWIS

Well ID: 1916677 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 9/9/2003 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 1413 Casing Material: Form Version: 1 Audit No: 255577 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (CARTWRIGHT) Elevation Reliability: Site Info: Depth to Bedrock: Lot: Well Depth: Concession: 05

105 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Overburden/Bedrock: Concession Name: CON Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10543661 Elevation: DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: Code OB Desc: Overburden North83: Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 7/8/2003 UTMRC Desc: unknown UTM Remarks: Location Method: na Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 932926400 Layer: 4 Color: 2 General Color: GREY Mat1: 31 Most Common Material: COARSE GRAVEL Mat2: 62 Other Materials: CLEAN Mat3: Other Materials: Formation Top Depth: 177 Formation End Depth: 181 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932926397 Layer: 1 Color: 6 General Color: BROWN Mat1: 05 Most Common Material: CLAY Mat2: 85 Other Materials: SOFT Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 22 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932926398 Layer: 2 Color: 2

106 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: 73 Other Materials: HARD Mat3: Other Materials: Formation Top Depth: 22 Formation End Depth: 139 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932926399 Layer: 3 Color: 2 General Color: GREY Mat1: 31 Most Common Material: COARSE GRAVEL Mat2: 06 Other Materials: SILT Mat3: 60 Other Materials: CEMENTED Formation Top Depth: 139 Formation End Depth: 177 Formation End Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933241342 Layer: 2 Plug From: 175 Plug To: 178 Plug Depth UOM: ft

Annular Space/Abandonment Sealing Record

Plug ID: 933241341 Layer: 1 Plug From: 0 Plug To: 20 Plug Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 4 Method Construction: Rotary (Air) Other Method Construction:

Pipe Information

Pipe ID: 11092231 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930143003

107 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Construction Record - Screen

Screen ID: 933405918 Layer: 1 Slot: 030 Screen Top Depth: 178 Screen End Depth: 181 Screen Material: Screen Depth UOM: ft Screen Diameter UOM: inch Screen Diameter: 6

Results of Well Yield Testing

Pump Test ID: 991916677 Pump Set At: Static Level: Final Level After Pumping: 120 Recommended Pump Depth: 120 Pumping Rate: 30 Flowing Rate: Recommended Pump Rate: 8 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934934325 Test Type: Draw Down Test Duration: 60 Test Level: 120 Test Level UOM: ft

Water Details

Water ID: 934037492 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 181 Water Found Depth UOM: ft

Site: Database: lot 16 ON uu-WWIS-802947100-bbWWIS

Well ID: 1916782 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 10/21/2003 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec:

108 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Water Type: Contractor: 6874 Casing Material: Form Version: 1 Audit No: 262392 Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: SCUGOG TOWNSHIP (SCUGOG) Elevation Reliability: Site Info: Depth to Bedrock: Lot: 016 Well Depth: Concession: Overburden/Bedrock: Concession Name: Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10543766 Elevation: DP2BR: Elevrc: Spatial Status: Zone: 17 Code OB: o East83: Code OB Desc: Overburden North83: Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 10/1/2003 UTMRC Desc: unknown UTM Remarks: Location Method: na Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment: Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 932926687 Layer: 2 Color: 6 General Color: BROWN Mat1: 28 Most Common Material: SAND Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 10 Formation End Depth: 23 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 932926686 Layer: 1 Color: General Color: Mat1: 00 Most Common Material: UNKNOWN TYPE Mat2: 60 Other Materials: CEMENTED Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 10

109 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 11092336 Casing No: 1 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930143085 Layer: 1 Material: 3 Open Hole or Material: CONCRETE Depth From: Depth To: Casing Diameter: 30 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 991916782 Pump Set At: Static Level: 10 Final Level After Pumping: 23 Recommended Pump Depth: 22 Pumping Rate: 25 Flowing Rate: Recommended Pump Rate: 1 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934679667 Test Type: Recovery Test Duration: 45 Test Level: 21 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934411983 Test Type: Recovery Test Duration: 30 Test Level: 22 Test Level UOM: ft

110 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Draw Down & Recovery

Pump Test Detail ID: 934131749 Test Type: Recovery Test Duration: 15 Test Level: 22 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934934391 Test Type: Recovery Test Duration: 60 Test Level: 21 Test Level UOM: ft

Water Details

Water ID: 934037566 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 23 Water Found Depth UOM: ft

Site: Database: lot 16 con 5 ON uu-WWIS-802946639-bbWWIS

Well ID: 1906274 Data Entry Status: Construction Date: Data Src: 1 Primary Water Use: Domestic Date Received: 1/29/1982 Sec. Water Use: Selected Flag: Yes Final Well Status: Water Supply Abandonment Rec: Water Type: Contractor: 5415 Casing Material: Form Version: 1 Audit No: Owner: Tag: Street Name: Construction Method: County: DURHAM Elevation (m): Municipality: 19000 Elevation Reliability: Site Info: Depth to Bedrock: Lot: 016 Well Depth: Concession: 05 Overburden/Bedrock: Concession Name: Pump Rate: Easting NAD83: Static Water Level: Northing NAD83: Flowing (Y/N): Zone: Flow Rate: UTM Reliability: Clear/Cloudy:

Bore Hole Information

Bore Hole ID: 10075052 Elevation: DP2BR: 7 Elevrc: Spatial Status: Zone: 17 Code OB: r East83: Code OB Desc: Bedrock North83: Open Hole: Org CS: Cluster Kind: UTMRC: 9 Date Completed: 4/15/1981 UTMRC Desc: unknown UTM Remarks: Location Method: na Elevrc Desc: Location Source Date: Improvement Location Source: Improvement Location Method: Source Revision Comment:

111 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Supplier Comment:

Overburden and Bedrock Materials Interval

Formation ID: 931160587 Layer: 1 Color: 8 General Color: BLACK Mat1: 02 Most Common Material: TOPSOIL Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931160588 Layer: 2 Color: 2 General Color: GREY Mat1: 05 Most Common Material: CLAY Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 1 Formation End Depth: 7 Formation End Depth UOM: ft

Overburden and Bedrock Materials Interval

Formation ID: 931160589 Layer: 3 Color: 2 General Color: GREY Mat1: 15 Most Common Material: LIMESTONE Mat2: Other Materials: Mat3: Other Materials: Formation Top Depth: 7 Formation End Depth: 50 Formation End Depth UOM: ft

Method of Construction & Well Use

Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction:

Pipe Information

Pipe ID: 10623622 Casing No: 1

112 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Comment: Alt Name:

Construction Record - Casing

Casing ID: 930132826 Layer: 1 Material: 1 Open Hole or Material: STEEL Depth From: Depth To: 10 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: ft

Results of Well Yield Testing

Pump Test ID: 991906274 Pump Set At: Static Level: 5 Final Level After Pumping: 45 Recommended Pump Depth: 48 Pumping Rate: 2 Flowing Rate: Recommended Pump Rate: 1 Levels UOM: ft Rate UOM: GPM Water State After Test Code: 1 Water State After Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N

Draw Down & Recovery

Pump Test Detail ID: 934670584 Test Type: Test Duration: 45 Test Level: 45 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934129165 Test Type: Test Duration: 15 Test Level: 20 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934922285 Test Type: Test Duration: 60 Test Level: 45 Test Level UOM: ft

Draw Down & Recovery

Pump Test Detail ID: 934402358 Test Type: Test Duration: 30 Test Level: 30

113 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Test Level UOM: ft

Water Details

Water ID: 933516865 Layer: 1 Kind Code: 1 Kind: FRESH Water Found Depth: 50 Water Found Depth UOM: ft

114 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 h-Appendix:Appendix: Database Database Descriptions Descriptions

Environmental Risk Information Services (ERIS) 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 ERIS at the time of update. Note: Databases denoted with " * " indicates that the database will no longer be updated. See the individual database description for more information.

rr-AAGR-bb Abandoned Aggregate Inventory: Provincial AAGR The MAAP Program maintains a database of 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.* Government Publication Date: Sept 2002*

rr-AGR-bb Aggregate Inventory: Provincial AGR The Ontario Ministry of Natural Resources maintains a database of all active pits and quarries. The database provides information regarding the registered owner/operator, location name, operation type, approval type, and maximum annual tonnage. Government Publication Date: Up to Sep 2018

rr-AMIS-bb Abandoned Mine Information System: Provincial AMIS The Abandoned Mines Information System contains data on known abandoned and inactive mines located on both Crown and privately held lands. The information was provided by the Ministry of Northern Development and Mines (MNDM), with the following disclaimer: "the database provided has been compiled from various sources, and the Ministry of Northern Development and Mines makes no representation and takes no responsibility that such information is accurate, current or complete". Reported information includes official mine name, status, background information, mine start/end date, primary commodity, mine features, hazards and remediation. Government Publication Date: 1800-Oct 2018

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

rr-AUWR-bb Automobile Wrecking & Supplies: Private AUWR This database provides an inventory of 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. Government Publication Date: 1999-Jan 31, 2019

rr-BORE-bb Borehole: Provincial BORE A borehole is the generalized term for any narrow shaft drilled in the ground, either vertically or horizontally. The information here includes geotechnical investigations or environmental site assessments, mineral exploration, or as a pilot hole for installing piers or underground utilities. Information is from many sources such as the Ministry of Transportation (MTO) boreholes from engineering reports and projects from the 1950 to 1990's in Southern Ontario. Boreholes from the Ontario Geological Survey (OGS) including The Urban Geology Analysis Information System (UGAIS) and the York Peel Durham Toronto (YPDT) database of the Conservation Authority Moraine Coalition. This database will include fields such as location, stratigraphy, depth, elevation, year drilled, etc. For all water well data or oil and gas well data for Ontario please refer to WWIS and OOGW. Government Publication Date: 1875-Jul 2014

rr-CA-bb Certificates of Approval: Provincial CA This database contains the following types of approvals: Air & Noise, Industrial Sewage, Municipal & Private Sewage, Waste Management Systems and Renewable Energy Approvals. The MOE in Ontario states that any facility that releases emissions to the atmosphere, discharges contaminants to ground or surface water, provides potable water supplies, or stores, transports or disposes of waste, must have a Certificate of Approval before it can operate lawfully. Fields include approval number, business name, address, approval date, approval type and status. This database will no longer be updated, as CofA's have been replaced by either Environmental Activity and Sector Registry (EASR) or Environmental Compliance Approval (ECA). Please refer to those individual databases for any information after Oct.31, 2011. Government Publication Date: 1985-Oct 30, 2011*

115 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-CDRY-bb Dry Cleaning Facilities: Federal CDRY List of dry cleaning facilities made available by Environment and Climate Change Canada. Environment and Climate Change Canada's Tetrachloroethylene (Use in Dry Cleaning and Reporting Requirements) Regulations (SOR/2003-79) are intended to reduce releases of tetrachloroethylene to the environment from dry cleaning facilities. Government Publication Date: Jan 2004-Dec 2017

rr-CFOT-bb Commercial Fuel Oil Tanks: Provincial CFOT List of commercial underground fuel oil tanks made available by the Fuels Safety Program of the Technical Standards & Safety Authority (TSSA). Ontario Regulation 213/01 of the Technical Standards and Safety Act (2000) requires that all underground tanks be registered with the TSSA. Note: the Fuels Safety Division does not register waste oil tanks in apartments, office buildings, residences, etc., or aboveground gas or diesel tanks. Records are not verified for accuracy or completeness. This is not a comprehensive or complete inventory of commercial fuel tanks in the province. The TSSA updates information in its system on an ongoing basis; this listing is a copy of the data captured at one moment in time and is hence limited by the record date provided here. Government Publication Date: Feb 28, 2017

rr-CHEM-bb Chemical Register: Private CHEM This database includes information from both a one time study conducted in 1992 and private source and is a listing of facilities that manufacture or distribute chemicals. The production of these chemical substances may involve one or more chemical reactions and/or chemical separation processes (i.e. fractionation, solvent extraction, crystallization, etc.). Government Publication Date: 1999-Jan 31, 2019

rr-CNG-bb Compressed Natural Gas Stations: Private CNG Canada has a network of public access compressed natural gas (CNG) refuelling stations. These stations dispense natural gas in compressed form at 3,000 pounds per square inch (psi), the pressure which is allowed within the current Canadian codes and standards. The majority of natural gas refuelling is located at existing retail gasoline that have a separate refuelling island for natural gas. This list of stations is made available by the Canadian Natural Gas Vehicle Alliance. Government Publication Date: Dec 2012 - Mar 2019

rr-COAL-bb Inventory of Coal Gasification Plants and Coal Tar Sites: Provincial 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.* Government Publication Date: Apr 1987 and Nov 1988*

rr-CONV-bb Compliance and Convictions: Provincial CONV This database summarizes the fines and convictions handed down by the Ontario courts beginning in 1989. Companies and individuals named here have been found guilty of environmental offenses in Ontario courts of law. Government Publication Date: 1989-May 2019

rr-CPU-bb Certificates of Property Use: Provincial CPU This is a subset taken from Ontario's Environmental Registry (EBR) database. It will include all CPU's on the registry such as (EPA s. 168.6) - Certificate of Property Use. Government Publication Date: 1994-May 31, 2019

rr-DRL-bb Drill Hole Database: Provincial DRL The Ontario Drill Hole Database contains information on more than 113,000 percussion, overburden, sonic and diamond drill holes from assessment files on record with the department of Mines and Minerals. Please note that limited data is available for southern Ontario, as it was the last area to be completed. The database was created when surveys submitted to the Ministry were converted in the Assessment File Research Image Database (AFRI) project. However, the degree of accuracy (coordinates) as to the exact location of drill holes is dependent upon the source document submitted to the MNDM. Levels of accuracy used to locate holes are: centering on the mining claim; a sketch of the mining claim; a 1:50,000 map; a detailed company map; or from submitted a "Report of Work". Government Publication Date: 1886 - Oct 2018

rr-EASR-bb Environmental Activity and Sector Registry: Provincial EASR On October 31, 2011, a smarter, faster environmental approvals system came into effect in Ontario. The EASR allows businesses to register certain activities with the ministry, rather than apply for an approval. The registry is available for common systems and processes, to which preset rules of operation can be applied. The EASR is currently available for: heating systems, standby power systems and automotive refinishing. Businesses whose activities aren't subject to the EASR may apply for an ECA (Environmental Compliance Approval), Please see our ECA database. Government Publication Date: Oct 2011-May 31, 2019

116 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-EBR-bb Environmental Registry: Provincial EBR The Environmental Registry lists proposals, decisions and exceptions regarding policies, Acts, instruments, or regulations that could significantly affect the environment. Through the Registry, thirteen provincial ministries notify the public of upcoming proposals and invite their comments. For example, if a local business is requesting a permit, license, or certificate of approval to release substances into the air or water; these are notified on the registry. Data includes: Approval for discharge into the natural environment other than water (i.e. Air) - EPA s. 9, Approval for sewage works - OWRA s. 53(1), and EPA s. 27 - Approval for a waste disposal site. For information regarding Permit to Take Water (PTTW), Certificate of Property Use (CPU) and (ORD) Orders please refer to those individual databases. Government Publication Date: 1994-May 31, 2019

rr-ECA-bb Environmental Compliance Approval: Provincial ECA On October 31, 2011, a smarter, faster environmental approvals system came into effect in Ontario. In the past, a business had to apply for multiple approvals (known as certificates of approval) for individual processes and pieces of equipment. Today, a business either registers itself, or applies for a single approval, depending on the types of activities it conducts. Businesses whose activities aren't subject to the EASR may apply for an ECA. A single ECA addresses all of a business's emissions, discharges and wastes. Separate approvals for air, noise and waste are no longer required. This database will also include Renewable Energy Approvals. For certificates of approval prior to Nov 1st, 2011, please refer to the CA database. For all Waste Disposal Sites please refer to the WDS database. Government Publication Date: Oct 2011-May 31, 2019

rr-EEM-bb Environmental Effects Monitoring: Federal EEM The Environmental Effects Monitoring program assesses the effects of effluent from industrial or other sources on fish, fish habitat and human usage of fisheries resources. Since 1992, pulp and paper mills have been required to conduct EEM studies under the Pulp and Paper Effluent Regulations. This database provides information on the mill name, geographical location and sub-lethal toxicity data. Government Publication Date: 1992-2007*

rr-EHS-bb ERIS Historical Searches: Private EHS ERIS has compiled a database of all environmental risk reports completed since March 1999. Available fields for this database include: site location, date of report, type of report, and search radius. As per all other databases, the ERIS database can be referenced on both the map and "Statistical Profile" page. Government Publication Date: 1999-Apr 30, 2019

rr-EIIS-bb Environmental Issues Inventory System: Federal EIIS The Environmental Issues Inventory System was developed through the implementation of the Environmental Issues and Remediation Plan. This plan was established to determine the location and severity of contaminated sites on inhabited First Nation reserves, and where necessary, to remediate those that posed a risk to health and safety; and to prevent future environmental problems. The EIIS provides information on the reserve under investigation, inventory number, name of site, environmental issue, site action (Remediation, Site Assessment), and date investigation completed. Government Publication Date: 1992-2001*

rr-EMHE-bb Emergency Management Historical Event: Provincial EMHE List of locations of historical occurrences of emergency events, including those assigned to the Ministry of Natural Resources by Order-In-Council (OIC) under the Emergency Management and Civil Protection Act, as well as events where MNR provided requested emergency response assistance. Many of these events will have involved community evacuations, significant structural loss, and/or involvement of MNR emergency response staff. These events fall into one of ten (10) type categories: Dam Failure; Drought / Low Water; Erosion; Flood; Forest Fire; Soil and Bedrock Instability; Petroleum Resource Center Event, EMO Requested Assistance, Continuity of Operations Event, Other Requested Assistance. EMHE record details are reproduced by ERIS under License with the Ontario Ministry of Natural Resources © Queen's Printer for Ontario, 2017. Government Publication Date: Dec 31, 2016

rr-EPAR-bb Environmental Penalty Annual Report: Provincial EPAR This database contains data from Ontario's annual environmental penalty report published by the Ministry of the Environment and Climate Change. These reports provide information on environmental penalties for land or water violations issued to companies in one of the nine industrial sectors covered by the Municipal Industrial Strategy for Abatement (MISA) regulations. Government Publication Date: Jan 1, 2011 - Dec 31, 2018

rr-EXP-bb List of TSSA Expired Facilities: Provincial EXP List of facilities and tanks - for which there was once a registration - no longer registered with the Fuels Safety Program of the Technical Standards and Safety Authority (TSSA). Includes private fuel outlets, bulk plants, fuel oil tanks, gasoline stations, marinas, propane filling stations, liquid fuel tanks, piping systems, etc. Tanks which have been removed from the ground are included in the expired facilities inventory held by the TSSA. Notes: the Fuels Safety Division did not register private fuel underground/aboveground storage tanks prior to January of 1990, or furnace oil tanks prior to May 1, 2002; nor does the Division register waste oil tanks in apartments, office buildings, residences, etc., or aboveground gas or diesel tanks. Records are not verified for accuracy or completeness. This is not a comprehensive or complete inventory of expired tanks/tank facilities in the province. The TSSA updates information in its system on an ongoing basis; this listing is hence limited by the record date provided here. Government Publication Date: Feb 28, 2017

117 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-FCON-bb Federal Convictions: Federal FCON Environment Canada maintains a database referred to as the "Environmental Registry" that details prosecutions under the Canadian Environmental Protection Act (CEPA) and the Fisheries Act (FA). Information is provided on the company name, location, charge date, offence and penalty. Government Publication Date: 1988-Jun 2007*

rr-FCS-bb Contaminated Sites on Federal Land: Federal FCS The Federal Contaminated Sites Inventory includes information on known federal contaminated sites under the custodianship of departments, agencies and consolidated Crown corporations as well as those that are being or have been investigated to determine whether they have contamination arising from past use that could pose a risk to human health or the environment. The inventory also includes non-federal contaminated sites for which the Government of Canada has accepted some or all financial responsibility. It does not include sites where contamination has been caused by, and which are under the control of, enterprise Crown corporations, private individuals, firms or other levels of government. Government Publication Date: Jun 2000-May 2019

rr-FOFT-bb Fisheries & Oceans Fuel Tanks: Federal FOFT Fisheries & Oceans Canada maintains an inventory of 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. Government Publication Date: 1964-Sep 2018

rr-FST-bb Fuel Storage Tank: Provincial FST List of registered private and retail fuel storage tanks made available by the Fuels Safety Program of the Technical Standards & Safety Authority (TSSA). Ontario Regulation 213/01 of the Technical Standards and Safety Act (2000) requires that all underground tanks be registered with the TSSA. Notes: the Fuels Safety Division did not register private fuel underground/aboveground storage tanks prior to January of 1990, or furnace oil tanks prior to May 1, 2002; nor does the Division register waste oil tanks in apartments, office buildings, residences, etc., or aboveground gas or diesel tanks. Records are not verified for accuracy or completeness. This is not a comprehensive or complete inventory of fuel storage tanks/tank facilities in the province. The TSSA updates information in its system on an ongoing basis; this listing is hence limited by the record date provided here. Government Publication Date: Feb 28, 2017

rr-FSTH-bb Fuel Storage Tank - Historic: Provincial FSTH The Fuels Safety Branch of the Ontario Ministry of Consumer and Commercial Relations maintained a database of all registered private fuel storage tanks. Public records of private fuel storage tanks are only available since the registration became effective in September 1989. This information is now collected by the Technical Standards and Safety Authority. Government Publication Date: Pre-Jan 2010*

rr-GEN-bb Ontario Regulation 347 Waste Generators Summary: Provincial GEN Regulation 347 of the Ontario EPA defines a waste generation site as any site, equipment and/or operation involved in the production, collection, handling and/or storage of regulated wastes. A generator of regulated waste is required to register the waste generation site and each waste produced, collected, handled, or stored at the site. This database contains the registration number, company name and address of registered generators including the types of hazardous wastes generated. It includes data on waste generating facilities such as: drycleaners, waste treatment and disposal facilities, machine shops, electric power distribution etc. This information is a summary of all years from 1986 including the most currently available data. Some records may contain, within the company name, the phrase "See & Use..." followed by a series of letters and numbers. This occurs when one company is amalgamated with or taken over by another registered company. The number listed as "See & Use", refers to the new ownership and the other identification number refers to the original ownership. This phrase serves as a link between the 2 companies until operations have been fully transferred. Government Publication Date: 1986-Mar 31, 2019

rr-GHG-bb Greenhouse Gas Emissions from Large Facilities: Federal GHG List of greenhouse gas emissions from large facilities made available by Environment Canada. Greenhouse gas emissions in kilotonnes of carbon dioxide equivalents (kt CO2 eq). Government Publication Date: 2013-Dec 2017

rr-HINC-bb TSSA Historic Incidents: Provincial HINC List of historic incidences of spills and leaks of diesel, fuel oil, gasoline, natural gas, propane, and hydrogen recorded by the TSSA in their previous incident tracking system. The TSSA's Fuels Safety Program administers the Technical Standards & Safety Act 2000, providing fuel-related safety services associated with the safe transportation, storage, handling and use of fuels such as gasoline, diesel, propane, natural gas and hydrogen. Under this Act, the TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors and equipment or appliances that use fuels. Records are not verified for accuracy or completeness. This is not a comprehensive or complete inventory of historical fuel spills and leaks in the province. This listing is a copy of the data captured at one moment in time and is hence limited by the record date provided here. Government Publication Date: 2006-June 2009*

118 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-IAFT-bb Indian & Northern Affairs Fuel Tanks: Federal IAFT The Department of Indian & Northern Affairs Canada (INAC) maintains an inventory of 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. Government Publication Date: 1950-Aug 2003*

rr-INC-bb TSSA Incidents: Provincial INC List of spills and leaks of diesel, fuel oil, gasoline, natural gas, propane, and hydrogen reported to the Spills Action Centre (SAC) and made available by the Technical Standards and Safety Authority (TSSA). Under the Technical Standards & Safety Act (2000), the TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors, and equipment or appliances that use fuels. Includes incidents from fuel-related hazards such as spills, fires, and explosions. Records are not verified for accuracy or completeness. This is not a comprehensive or complete inventory of fuel-related leaks, spills, and incidents in the province. The TSSA updates information in its system on an ongoing basis; this listing is hence limited by the record date provided here. Government Publication Date: Feb 28, 2017

rr-LIMO-bb Landfill Inventory Management Ontario: Provincial LIMO The Landfill Inventory Management Ontario (LIMO) database is updated every year, as the ministry compiles new and updated information. The inventory will include small and large landfills. Additionally, each year the ministry will request operators of the larger landfills complete a landfill data collection form that will be used to update LIMO and will include the following information from the previous operating year. This will include additional information such as estimated amount of total waste received, landfill capacity, estimated total remaining landfill capacity, fill rates, engineering designs, reporting and monitoring details, size of location, service area, approved waste types, leachate of site treatment, contaminant attenuation zone and more. The small landfills will include information such as site owner, site location and certificate of approval # and status. Government Publication Date: Feb 28, 2019

rr-MINE-bb Canadian Mine Locations: Private MINE This information is collected from the Canadian & American Mines Handbook. The Mines database is a national database that provides over 290 listings on mines (listed as public companies) dealing primarily with precious metals and hard rocks. Listed are mines that are currently in operation, closed, suspended, or are still being developed (advanced projects). Their locations are provided as geographic coordinates (x, y and/or longitude, latitude). As of 2002, data pertaining to Canadian smelters and refineries has been appended to this database. Government Publication Date: 1998-2009*

rr-MNR-bb Mineral Occurrences: Provincial MNR In the early 70's, the Ministry of Northern Development and Mines created an inventory of approximately 19,000 mineral occurrences in Ontario, in regard to metallic and industrial minerals, as well as some information on building stones and aggregate deposits. Please note that the "Horizontal Positional Accuracy" is approximately +/- 200 m. Many reference elements for each record were derived from field sketches using pace or chain/tape measurements against claim posts or topographic features in the area. The primary limiting factor for the level of positional accuracy is the scale of the source material. The testing of horizontal accuracy of the source materials was accomplished by comparing the plan metric (X and Y) coordinates of that point with the coordinates of the same point as defined from a source of higher accuracy. Government Publication Date: 1846-Jan 2019

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

rr-NCPL-bb Non-Compliance Reports: Provincial NCPL The Ministry of the Environment provides information about non-compliant discharges of contaminants to air and water that exceed legal allowable limits, from regulated industrial and municipal facilities. A reported non-compliance failure may be in regard to a Control Order, Certificate of Approval, Sectoral Regulation or specific regulation/act. Government Publication Date: Dec 31, 2017

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

119 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-NDSP-bb National Defense & Canadian Forces Spills: Federal NDSP The Department of National Defense and the Canadian Forces maintains an inventory of spills to land and water. All spill sites have been classified under the "Transportation of Dangerous Goods Act - 1992". Our inventory provides information on the facility name, location, spill ID #, spill date, type of spill, as well as the quantity of substance spilled & recovered. Government Publication Date: Mar 1999-Apr 2018

rr-NDWD-bb National Defence & Canadian Forces Waste Disposal Sites: Federal 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. Government Publication Date: 2001-Apr 2007*

rr-NEBI-bb National Energy Board Pipeline Incidents: Federal NEBI Locations of pipeline incidents from 2008 to present, made available by the National Energy Board (NEB). Includes incidents reported under the Onshore Pipeline Regulations and the Processing Plant Regulations related to pipelines under federal jurisdiction, does not include incident data related to pipelines under provincial or territorial jurisdiction. Government Publication Date: 2008-Dec 31, 2018

rr-NEBP-bb National Energy Board Wells: Federal NEBP The NEBW database contains information on onshore & offshore oil and gas wells that are outside provincial jurisdiction(s) and are thereby regulated by the National Energy Board. Data is provided regarding the operator, well name, well ID No./UWI, status, classification, well depth, spud and release date. Government Publication Date: 1920-Feb 2003*

rr-NEES-bb National Environmental Emergencies System (NEES): Federal NEES In 2000, the Emergencies program implemented NEES, a reporting system for spills of hazardous substances. For the most part, this system only captured data from the Atlantic Provinces, some from Quebec and Ontario and a portion from British Columbia. Data for Alberta, Saskatchewan, Manitoba and the Territories was not captured. However, NEES is also a repository for previous Environment Canada spill datasets. NEES is composed of the historic datasets ' or Trends ' which dates from approximately 1974 to present. NEES Trends is a compilation of historic databases, which were merged and includes data from NATES (National Analysis of Trends in Emergencies System), ARTS (Atlantic Regional Trends System), and NEES. In 2001, the Emergencies Program determined that variations in reporting regimes and requirements between federal and provincial agencies made national spill reporting and trend analysis difficult to achieve. As a consequence, the department has focused efforts on capturing data on spills of substances which fall under its legislative authority only (CEPA and FA). As such, the NEES database will be decommissioned in December 2004. Government Publication Date: 1974-2003*

rr-NPCB-bb National PCB Inventory: Federal NPCB Environment Canada's National PCB inventory includes information on in-use PCB containing equipment in Canada including federal, provincial and private facilities. Federal out-of-service PCB containing equipment and 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. Some addresses provided may be Head Office addresses and are not necessarily the location of where the waste is being used or stored. Government Publication Date: 1988-2008*

rr-NPRI-bb National Pollutant Release Inventory: Federal NPRI Environment Canada has defined the National Pollutant Release Inventory ("NPRI") as a federal government initiative designed to collect comprehensive national data regarding releases to air, water, or land, and waste transfers for recycling for more than 300 listed substances. Government Publication Date: 1993-May 2017

rr-OGWE-bb Oil and Gas Wells: Private OGWE The Nickle's Energy Group (publisher of the Daily Oil Bulletin) collects information on drilling activity including operator and well statistics. The well information database includes name, location, class, status and depth. The main Nickle's database is updated on a daily basis, however, this database is updated on a monthly basis. More information is available at www.nickles.com. Government Publication Date: 1988-May 31, 2019

rr-OOGW-bb Ontario Oil and Gas Wells: Provincial OOGW In 1998, the MNR handed over to the Ontario Oil, Gas and Salt Resources Corporation, the responsibility of maintaining a database of oil and gas wells drilled in Ontario. The OGSR Library has over 20,000+ wells in their database. Information available for all wells in the ERIS database include well owner/operator, location, permit issue date, and well cap date, license 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. Government Publication Date: 1800-May 2018

120 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-OPCB-bb Inventory of PCB Storage Sites: Provincial OPCB The Ontario Ministry of Environment, Waste Management Branch, maintains an inventory of PCB storage sites within the province. Ontario Regulation 11/82 (Waste Management - PCB) and Regulation 347 (Generator Waste Management) under the Ontario EPA requires the registration of inactive PCB storage equipment and/or disposal sites of PCB waste with the Ontario Ministry of Environment. This database contains information on: 1) waste quantities; 2) major and minor sites storing liquid or solid waste; and 3) a waste storage inventory. Government Publication Date: 1987-Oct 2004; 2012-Dec 2013

rr-ORD-bb Orders: Provincial ORD This is a subset taken from Ontario's Environmental Registry (EBR) database. It will include all Orders on the registry such as (EPA s. 17) - Order for remedial work, (EPA s. 18) - Order for preventative measures, (EPA s. 43) - Order for removal of waste and restoration of site, (EPA s. 44) - Order for conformity with Act for waste disposal sites, (EPA s. 136) - Order for performance of environmental measures. Government Publication Date: 1994-May 31, 2019

rr-PAP-bb Canadian Pulp and Paper: Private 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. Government Publication Date: 1999, 2002, 2004, 2005, 2009-2014

rr-PCFT-bb Parks Canada Fuel Storage Tanks: Federal PCFT Canadian Heritage maintains an inventory of 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. Government Publication Date: 1920-Jan 2005*

rr-PES-bb Pesticide Register: Provincial PES The Ontario Ministry of the Environment and Climate Change maintains a database of licensed operators and vendors of registered pesticides. Government Publication Date: 1988-Mar 2019

rr-PINC-bb TSSA Pipeline Incidents: Provincial PINC List of pipeline incidents (strikes, leaks, spills) made available by the Technical Standards and Safety Authority (TSSA). Under the Technical Standards & Safety Act (2000), the TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors, and equipment or appliances that use fuels. Records are not verified for accuracy or completeness. This is not a comprehensive or complete inventory of pipeline incidents in the province. The TSSA updates information in its system on an ongoing basis; this listing is hence limited by the record date provided here. Government Publication Date: Feb 28, 2017

rr-PRT-bb Private and Retail Fuel Storage Tanks: Provincial PRT The Fuels Safety Branch of the Ontario Ministry of Consumer and Commercial Relations maintained a database of all registered private fuel storage tanks and licensed retail fuel outlets. This database includes an inventory of locations that have gasoline, oil, waste oil, natural gas and/or propane storage tanks on their property. The MCCR no longer collects this information. This information is now collected by the Technical Standards and Safety Authority (TSSA). Government Publication Date: 1989-1996*

rr-PTTW-bb Permit to Take Water: Provincial PTTW This is a subset taken from Ontario's Environmental Registry (EBR) database. It will include all PTTW's on the registry such as OWRA s. 34 - Permit to take water. Government Publication Date: 1994-May 31, 2019

rr-REC-bb Ontario Regulation 347 Waste Receivers Summary: Provincial REC Part V of the Ontario Environmental Protection Act ("EPA") regulates the disposal of regulated waste through an operating waste management system or a waste disposal site operated or used pursuant to the terms and conditions of a Certificate of Approval or a Provisional Certificate of Approval. Regulation 347 of the Ontario EPA defines a waste receiving site as any site or facility to which waste is transferred by a waste carrier. A receiver of regulated waste is required to register the waste receiving facility. This database represents registered receivers of regulated wastes, identified by registration number, company name and address, and includes receivers of waste such as: landfills, incinerators, transfer stations, PCB storage sites, sludge farms and water pollution control plants. This information is a summary of all years from 1986 including the most currently available data. Government Publication Date: 1986-2016

121 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-RSC-bb Record of Site Condition: Provincial RSC The Record of Site Condition (RSC) is part of the Ministry of the Environment's Brownfields Environmental Site Registry. Protection from environmental cleanup orders for property owners is contingent upon documentation known as a record of site condition (RSC) being filed in the Environmental Site Registry. In order to file an RSC, the property must have been properly assessed and shown to meet the soil, sediment and groundwater standards appropriate for the use (such as residential) proposed to take place on the property. The Record of Site Condition Regulation (O. Reg. 153/04) details requirements related to site assessment and clean up. RSCs filed after July 1, 2011 will also be included as part of the new (O.Reg. 511/09). Government Publication Date: 1997-Sept 2001, Oct 2004-May 2019

rr-RST-bb Retail Fuel Storage Tanks: Private RST This database includes an inventory of retail fuel outlet locations (including marinas) that have on their property gasoline, oil, waste oil, natural gas and / or propane storage tanks. Government Publication Date: 1999-Jan 31, 2019

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

rr-SPL-bb Ontario Spills: Provincial SPL This database identifies information such as location (approximate), type and quantity of contaminant, date of spill, environmental impact, cause, nature of impact, etc. Information from 1988-2002 was part of the ORIS (Occurrence Reporting Information System). The SAC (Spills Action Centre) handles all spills reported in Ontario. Regulations for spills in Ontario are part of the MOE's Environmental Protection Act, Part X. Government Publication Date: 1988-Feb 2019

rr-SRDS-bb Wastewater Discharger Registration Database: Provincial SRDS Information under this heading is combination of the following 2 programs. The Municipal/Industrial Strategy for Abatement (MISA) division of the Ontario Ministry of Environment maintained a database of all direct dischargers of toxic pollutants within nine sectors including: Electric Power Generation; Mining; Petroleum Refining; Organic Chemicals; Inorganic Chemicals; Pulp & Paper; Metal Casting; Iron & Steel; and Quarries. All sampling information is now collected and stored within the Sample Result Data Store (SRDS). Government Publication Date: 1990-Dec 31, 2017

rr-TANK-bb Anderson's Storage Tanks: Private TANK The information provided in this database was collected by examining various historical documents, which identified the location of former storage tanks, containing substances such as fuel, water, gas, oil, and other various types of miscellaneous products. Information is available in regard to business operating at tank site, tank location, permit year, permit & installation type, no. of tanks installed & configuration and tank capacity. Data contained within this database pertains only to the city of Toronto and is not warranted to be complete, exhaustive or authoritative. The information was collected for research purposes only. Government Publication Date: 1915-1953*

rr-TCFT-bb Transport Canada Fuel Storage Tanks: Federal TCFT List of fuel storage tanks currently or previously owned or operated by Transport Canada. This inventory also includes tanks on The Pickering Lands, which refers to 7,530 hectares (18,600 acres) of land in Pickering, Markham, and Uxbridge owned by the Government of Canada since 1972; properties on this land has been leased by the government since 1975, and falls under the Site Management Policy of Transport Canada, but is administered by Public Works and Government Services Canada. This inventory provides information on the site name, location, tank age, capacity and fuel type. Government Publication Date: 1970-Aug 2018

rr-VAR-bb TSSA Variances for Abandonment of Underground Storage Tanks: Provincial VAR List of variances granted for abandoned tanks. Under the Technical Standards and Safety Authority (TSSA) Liquid Fuels Handling Code and Fuel Oil Code, all underground storage tanks must be removed within two years of disuse. If removal of a tank is not feasible, an application may be sought for a variance from this code requirement. Records are not verified for accuracy or completeness. This is not a comprehensive or complete inventory of tank variances in the province. The TSSA updates information in its system on an ongoing basis; this listing is hence limited by the record date provided here. Government Publication Date: Feb 28, 2017

122 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 rr-WDS-bb Waste Disposal Sites - MOE CA Inventory: Provincial WDS The Ontario Ministry of Environment, Waste Management Branch, maintains an inventory of known open (active or inactive) and closed disposal sites in the Province of Ontario. Active sites maintain a Certificate of Approval, are approved to receive and are receiving waste. Inactive sites maintain Certificate(s) of Approval but are not receiving waste. Closed sites are not receiving waste. The data contained within this database was compiled from the MOE's Certificate of Approval database. Locations of these sites may be cross-referenced to the Anderson database described under ERIS's Private Source Database section, by the CA number. All new Environmental Compliance Approvals handed out after Oct 31, 2011 for Waste Disposal Sites will still be found in this database. Government Publication Date: Oct 2011-May 31, 2019

rr-WDSH-bb Waste Disposal Sites - MOE 1991 Historical Approval Inventory: Provincial WDSH In June 1991, the Ontario Ministry of Environment, Waste Management Branch, published the "June 1991 Waste Disposal Site Inventory", of all known active and closed waste disposal sites as of October 30st, 1990. For each "active" site as of October 31st 1990, information is provided on site location, site/CA number, waste type, site status and site classification. For each "closed" site as of October 31st 1990, information is provided on site location, site/CA number, closure date and site classification. Locations of these sites may be cross-referenced to the Anderson database described under ERIS's Private Source Database section, by the CA number. Government Publication Date: Up to Oct 1990*

rr-WWIS-bb Water Well Information System: Provincial WWIS This database describes locations and characteristics of water wells found within Ontario in accordance with Regulation 903. It includes such information as coordinates, construction date, well depth, primary and secondary use, pump rate, static water level, well status, etc. Also included are detailed stratigraphy information, approximate depth to bedrock and the approximate depth to the water table. Government Publication Date: Feb 28, 2019

123 erisinfo.com | Environmental Risk Information Services Order No: 20190704039 Definitionsh-Definitions

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

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

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

Direction: The direction value is the compass direction of the site in respect to the project property and/or center point of the report.

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

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

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

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

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

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

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

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

124 erisinfo.com | Environmental Risk Information Services Order No: 20190704039

Appendix B Aerial Photographs

GHD | Phase One ESA, Existing Commercial Property, 1430 King Street, Port Perry, Ontario | 11196473 (03) PHASE ONE PROPERTY

AERIAL PHOTOGRAPHY - 1927 Existing Mixed Use Property 1430 King Street Prince Albert, Ontario Scale: Not Available 11196473-03 Source: National Airphoto Lab, dated 1927 July 2019 B-1 PHASE ONE PROPERTY

AERIAL PHOTOGRAPHY - 1965 Existing Mixed Use Property 1430 King Street Prince Albert, Ontario Scale: Not Available 11196473-03 Source: National Airphoto Lab, dated 1965 July 2019 B-2 PHASE ONE PROPERTY

AERIAL PHOTOGRAPHY - 1981 Existing Mixed Use Property 1430 King Street Prince Albert, Ontario Scale: Not Available 11196473-03 Source: National Airphoto Lab, dated 1981 July 2019 B-3 PHASE ONE PROPERTY

AERIAL PHOTOGRAPHY - 2005 Existing Mixed Use Property 1430 King Street Prince Albert, Ontario Scale: Refer to Scale Bar 11196473-03 Source: Google Earth. Image dated 2012. © 2019 Google. July 2019 B-4 PHASE ONE PROPERTY

Appendix C Property Photographs

GHD | Phase One ESA, Existing Commercial Property, 1430 King Street, Port Perry, Ontario | 11196473 (03)

Photo 1 – View of subject property looking from the south end (north of King Street) towards the north.

Photo 2 – View of subject property looking from the north end (south of Highway 7A) towards the south.

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 1

Photo 3 – View of existing barn (storage) near north central area of site looking towards the southeast.

Photo 4 – View of existing house near north central area of site looking from Highway 7A towards the south.

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 2

Photo 5 – View of basement area of house (typical) looking towards the northeast.

Photo 6 – View of house main floor area (typical) looking towards the east.

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 3

Photo 7 – Neighbouring land to the north: rural residential (looking north across Highway 7A).

Photo 8 – Neighbouring land to the northeast: greenhouse and agricultural (looking northwest across Highway 7A).

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 4

Photo 9 – Neighbouring land to the east (north end): residential (looking southeast from Highway 7A).

Photo 10 – Neighbouring land further to the east (north end): residential (looking southeast from Highway 7A).

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 5

Photo 11 – Neighbouring land to the east (south end): residential (looking north from King Street).

Photo 12 – Neighbouring land further to the east (south end): residential (looking northwest from King Street).

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 6

Photo 13 – Neighbouring land to the south: golf course (looking southwest across King Street).

Photo 14 – Neighbouring land to the west (south end): agricultural (looking northwest from King Street).

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 7

Photo 15 – Neighbouring land to the west (north end): residential (looking southwest from Highway 7A).

Photo 16 – Neighbouring land further to the west (north end): residential (looking south from Highway 7A).

Site Photographs

GHD | Phase One ESA, 1430 King Street, Port Perry | 11196473 (01) | 8

Appendix D Qualifications of Site Assessors

GHD | Phase One ESA, Existing Commercial Property, 1430 King Street, Port Perry, Ontario | 11196473 (03) David Workman, P.Geo. Senior Environmental Specialist/Hydrogeologist

Qualified: B.Sc. (Honours, Co-Operative), Applied Earth Sciences, University of Waterloo, 1985 Connected: Association of Professional Geoscientists of Ontario, Qualified Person for the MOECC Record of Site Condition Registry Professional Summary: Dave has over 30 years of practical hydrogeologic, geotechnical, environmental, and material testing experience throughout Ontario. He is a senior environmental specialist/hydrogeologist with the Whitby office of GHD (formerly Geo-Logic). Dave has completed a variety of hydrogeological design reports (all phases including investigation, implementation, and report preparation), environmental projects (Phase 1, 2, 3 site assessments and various remedial works) and construction management for large private corporations as well as hydrogeological (water supply) projects for various municipal governments and private/industrial sector clients. Dave is a Registered Professional Geoscientist in the province of Ontario and a Qualified Person under Ontario Regulation 153/04 of the Environmental Protection Act.

Areas of technical expertise studies based on and in accordance with MOECC criteria/guidelines in harmony with local municipal  Aggregate investigations requirements. A list of typical projects is as follows.  Environmental Site Assessments - Residential Land Severance, Nash Road,  Geotechnical Investigations: Courtice – roadways - Cavan Township Rural Subdivision (2.8 ha – buildings development) – bridges - Ennismore Township Rural Subdivision (12.6  Groundwater Monitoring: ha acre development) - Victoria Street Development, Omemee (2.0 ha – Aggregate extraction operations residential subdivision) – Landfill sites - Julian Lake Development, Woodview (10.5ha – Subdivisions shoreline development)  Hydrogeologic Assessments - Kamanao Development, Apsley (10.5 ha  Permits to Take Water shoreline development)  Pumping Tests - Rural Subdivision, Selwyn (6.5 ha  Septic System Evaluations development)  Site Remediation Work - Estate Residential Development, Cramahe  Underground Storage Tank Removal Township (65.6 ha subdivision)  Environmental Site Assessments - Fenelon Falls Residential Development (2.4 ha subdivision)

- Agricultural Support Development Ops Relevant experience Township (9.7 ha subdivision) - Selwyn Residential Subdivision (10.1 ha Groundwater Evaluations development) (residential subdivisions) - Grafton Residential Subdivision (28.3 ha development) Project hydrogeologist for numerous privately serviced - Rural Subdivision, Oshawa (2.4 ha developments throughout southern and southeastern development) Ontario. Studies typically involve water well surveys, - Bancroft Rural Subdivision (145.7 ha pumping tests of wells, nitrate impact and septic residential development) assessments and Permits To Take Water. Provide - Boyd Island Residential Development (445 ha liaison with regulatory agencies (MOECC, DFO, MNR, island development) CAs), municipalities, and peer reviewers during - Rural Subdivision, Knoxville (20.2 ha preparation of technical reports and responses to residential development) comments. Past studies have included developments - Newtonville Residential Subdivision (3.6 ha that ranged in size from individual residential lot development) severances to estate residential subdivisions in excess of 50ha in area. Projects typically require

1 David Workman, P.Geo. Senior Environmental Specialist/Hydrogeologist

Groundwater Evaluations organizing and implementing property assessments (condominium/townhouse and commercial for lending institutes, Ministry of Housing, non-profit development) housing organizations, real estate agents, banks, lawyers, corporations and private individuals Several groundwater investigations have been completed to support communal residential and commercial/industrial facilities that require a Work history dependable supply of potable water. The studies 2015 – GHD (formerly Geo-Logic/Inspec-Sol Inc.), have been based and in accordance with MOECC present Senior Environmental criteria/guidelines in harmony with local municipal Specialist/Hydrogeologist requirements. Representative projects are listed as 2013 – 2014 Cameco Corporation, Director, Regulatory follows. Compliance & Licensing  Apsley Senior Citizens Complex 2008 – 2013 Cameco Corporation, Senior  Cavan Commercial Park Hydrogeologist  Bethany Senior Citizens Complex 1989 – 2008 Geo-Logic Inc., Senior Project  Highway 7 Restaurant, Woodview Manager/Hydrogeologist  Highway 28 Restaurant, Apsley 1988 – 1989 Gibson & Associates Ltd., Project  King Street Townhouse Development, Omemee Manager/Hydrogeologist  Omemee Professional Complex 1985 – 1988 TERRASPEC (Greer Galloway &  Picton Condominium Development Associates), Project Manager  Port Sydney Industrial Park  Trenton Non-Profit Housing Project, Trenton Other training  Rosedale Condominium Development  Soil and Groundwater Remediation Seminar,  Provincial O.S.P.C.A. Headquarters, Pleasantville Dragun Corporation, Burlington, 2011  Alliston & District Humane Society  Contaminated and Hazardous Waste Management Training, Gowen Environmental Limited, Toronto, Hydrogeologic Investigation/Assessments 2010 (aggregate extraction operations)  Decommissioning Training, Argonne National Library, Las Vegas, 2008 Served as project hydrogeologist on several groundwater investigations related to existing or proposed aggregate extraction operations. Work typically including detailed assessment to ensure that neighbouring residences were not adversely impacted by the planned/existing operations. Representative projects are listed as follows. - Beavermeadow Road, Hamilton Township - Downeyville, Emily Township - Fenella, Haldimand Township - Bridgenorth Aggregate Producer

Environmental Site Assessments

Has been responsible for the co-ordination, supervision and documentation on more than 1,000 environmental site assessments throughout Ontario. The assessments have included Phase I, II and III programs on a vast number of residential, commercial and industrial properties. Studies have included bulk fuel plants, gasoline stations, fuel lagoons, scrap yards and abandoned landfill sites. Experienced in

Nyle McIlveen, P.Eng. Principal/Senior Engineer

Qualified (Education): B.Sc. (Life Sciences), 1982; B.Sc. (Civil Engineering), 1985. Queen’s University. Connected (professional affiliations): Professional Engineers of Ontario, Qualified Person for Environmental Site Assessments in accordance with Ontario Regulation 153/04 Professional Summary: Nyle has over 30 years of practical hydrogeologic, geotechnical, environmental, and material testing experience throughout Ontario. He is a Principal / senior engineer / hydrogeologist with GHD (formerly Geo-Logic, an affiliate company of Inspec-Sol, Conestoga-Rovers & Associates and GHD group of companies). Nyle has completed a variety of hydrogeological design reports (all phases including investigation, implementation, and report preparation), environmental projects (Phase 1, 2, 3 site assessments and various remedial works) and construction management for large private corporations as well as hydrogeological (water supply) projects for various municipal governments and private/industrial sector clients.

Nyle has accumulated a broad range of expertise Experience has included all levels of involvement with ESA from geotechnical and hydrogeological projects for property owners, purchasers and financial investigations, environmental site assessments to institutions with field and agency data collection and construction materials testing and inspection reporting in order to meet with current legislation and guidelines outlined by the Ministry of the Environment (now services. He has acted as a site representative, O. Reg. 153) including client liaison, project management, project coordinator and project manager on and submission of Records of Site Condition. numerous development projects throughout Ontario. His experience includes conventional  Meet requirements of financial institutions for financing of industrial, commercial, residential including construction projects such as roads, bridges and properties of environmental sensitivity buildings. In addition, he has worked on several landfill monitoring projects for municipal and  Establishing environmental status of properties for private clientele. He has also been involved in owners and prospective purchasers tailings management projects at several mining  Submitting Record of Site Condition to comply with sites in Northern and Southern Ontario, and proposed land use changes Saskatchewan. Nyle has coordinated, supervised and reported on Spill Response and Site Remediation more than 1,000 environmental site assessments Insurance Agencies, City of Peterborough, City of (ESAs). He is a Qualified Person (QP) capable of Toronto, City of Oshawa, CFB Trenton, CFB Petawawa, submitting Records of Site Condition (RSC) to the City of Quinte West, York Region, City of Kawartha Ministry of the Environment and Climate Change Lakes, Renfrew County, Hastings County, Haliburton (MOECC). His experience includes over 100 County, Peterborough County, Northumberland County, Durham Region (1989 – present) clean-up projects related to petroleum accidents and spills. He is also experienced with Permits to Response to reported spills involving establishing Take Water (PTTW) and has provided expert remediation protocol and monitoring, in order to meet with current legislation and guidelines outlined by the Ministry of witness testimony for the Ontario Municipal Board. the Environment and the Technical Standards and Safety Authority Fuels Safety Division. Phase One and Two Environmental Site  Compliance with MOECC or TSSA issued Orders Assessments  Site remediation to meet with MOECC Standards for Private Companies and Individuals, Financing O. Reg 153 Phase Two ESAs Institutions, City of Peterborough, City of Toronto,  Remediation to meet with MOECC Standards related City of Oshawa, City of Pickering, Town of Whitby, to the removal of underground storage tanks City of Kingston, City of Belleville, City of Quinte West, York Region, City of Kawartha Lakes, Renfrew  Providing interim and final reports to establish County, Hastings County, Haliburton County, environmental status of properties relative to Peterborough County, Northumberland County, contaminant of concern Durham Region (1989 – present)

Nyle McIlveen, P.Eng. Principal/Senior Engineer

Work history Hydrogeologic Assessments 1989 – 2015 Principal Geo-Logic Inc. Private Companies and Individuals, Peterborough Peterborough, ON County, Northumberland County, Durham Region, 2015 – present Principal GHD York Region, City of Kawartha Lakes, Simcoe County, Renfrew County, Hastings County, County Peterborough, ON of Lennox and Addington, Frontenac County, Prince Edward County, Haliburton County, Town of Whitby, City of Quinte West, District of Muskoka, District of Parry Sound, District of Nipissing, Ontario Parks (1989 – present) Other related areas of interest Experience has included all levels of involvement with investigations and assessments in areas privately Recognized (Certifications/Trainings) serviced with water wells and septic systems,  Registered Engineer in Ontario (PEO) groundwater monitoring programs, water system design and preparing reports for Regional, Township, MOE and  Qualified Person for Record of Site Condition Conservation Authority review.  Member of Canadian Geotechnical Society  Proposed residential developments relative to MOE  Standard First Aid with CPR Level A, 2013 and Conservation Authority compliance  WSIB Joint Health and Safety Management Chair and  Aquifer performance testing and groundwater Committee Certified Member, 2006 modeling pertaining to proposed groundwater sources

 Assessment of water treatment systems regulated under the Safe Drinking Water Act  Septic system assessment and compliance  Submission of applications for PTTW for large groundwater takings and dewatering activities  Submission of applications for ECAs pertaining to sewage works and waste disposal sites

Designated Substance Surveys, ACM, Mold and Fungi Inspections Private Companies, Public Institutions, City of Peterborough, City of Toronto, City of Oshawa, City of Pickering, City of Quinte West, CFB Trenton, York Region, City of Kawartha Lakes, Renfrew County, Haliburton County, Peterborough County, Northumberland County, Durham Region (1989 – present) Experience has included building inspections and testing including air monitoring and report preparation for industrial, commercial and residential sites.  Proposed renovation and demolition projects.  Flood and fire damage assessment.  Material identification for existing work space conditions.  Confirmation of remediation or post renovation assessments.

David Workman, P.Geo. [email protected] 905-728-1500

Nyle McIlveen, P.Eng. [email protected] 705-749-3317