Ontario Ministry of the Environment and Climate Change - Record of Site Condition #

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1 Ontario Ministry of the Environment and Climate Change - Record of Site Condition # Record of Site Condition Under Part XV.1 of the Environment Protection Act Summary Record of Site Condition Number Date Filed to Environmental Site Registry 2015/12/21 Certification Date 2013/04/08 Current Property Use Commercial Intended Property Use Residential Certificate of Property Use Number YUGNT Applicable Site Condition Standards** Full Depth Generic Site Conditions Standard, with Non-potable Ground Water, Coarse Textured Soil, for Residential property use, with RA Property Municipal Address 89 DUNFIELD AVENUE, TORONTO, ON, M4S 2H7, 98 LILLIAN STREET, TORONTO, ON, M4S 2H7, EGLINTON AVENUE EAST, TORONTO, ON, M4P 1H4, LILLIAN STREET, TORONTO, ON, M4S 2H7 Notice to Readers Concerning Due Diligence This record of site condition has been filed in the Environmental Site Registry to which the public has access and which contains a notice advising users of the Environmental Site Registry who have dealings with any property to consider conducting their own due diligence with respect to the environmental condition of the property, in addition to reviewing information in the Environmental Site Registry. Contents of this Record of Site Condition This record of site condition consists (RSC) of this document which is available to be printed directly from the Environmental Site Registry as well as all supporting documentation indicated in this RSC to have been submitted in electronic format to the Ministry of the Environment and Climate Change. Filed Record of Site Condition # on 2015/12/21 1 of 23

2 This record of site condition (RSC) consists of this document which is available to be printed directly from the Environmental Site Registry as well as all supporting documentation indicated in this record of site condition to have been submitted in electronic format to the Ministry of the Environment and Climate Change. Filed Record of Site Condition # on 2015/12/21 2 of 23

3 Part 1: Property Ownership, Property Information and Owner s Certifications Information about the owner who is submitting or authorizing the submission of the record of site condition Owner name Authorized person Mailing address MADISON EGLINTON LIMITED DAWN SPIRONELLO 369 RIMROCK ROAD, TORONTO Ontario, Canada Postal Code M3J 3G2 Phone (416) Fax (416) address dawn@madisongroup.ca Filed Record of Site Condition # on 2015/12/21 3 of 23

4 Record of site condition property location information Municipal address(es) Municipality Legal description Assessment roll number(s) Property identifier number(s) 89 DUNFIELD AVENUE, TORONTO, ON M4S 2H7 98 LILLIAN STREET, TORONTO, ON M4S 2H EGLINTON AVENUE EAST, TORONTO, ON M4P 1H LILLIAN STREET, TORONTO, ON M4S 2H7 Toronto See attached Lawyer s letter (LT) Record of site condition property geographical references Coordinate system UTM Datum NAD 83 Zone 17 Easting 629, Northing 4,840, Record of site condition property use information The following types of property uses are defined by the Regulation: Agricultural or other use, Commercial use, Community use, Industrial use, Institutional use, Parkland use, and Residential use. Current property use Intended property use Certificate of property use has been issued under section of the Environmental Protection Act Certificate of property use number Commercial Residential Yes YUGNT Filed Record of Site Condition # on 2015/12/21 4 of 23

5 Please see the signed statements of property owner, or agent, or receiver at the end of this record of site condition The rest of this page has been left intentionally blank Filed Record of Site Condition # on 2015/12/21 5 of 23

6 Part 2: List of reports, summary of site conditions and qualified person s statements and certifications Qualified person's information Name Type of membership under the Professional Geoscientists Act PREM MANICKS Practising member Membership number 0842 Quallified person's employer name Mailing address EXP SERVICES INC CLARK BOULEVARD, BRAMPTON Ontario, L6T 4V1 Canada Phone (905) Fax (905) address prem.manicks@exp.com Municipal information Local or single-tier municipality Toronto Ministry of the Environment and Climate Change District Office District office District office address Toronto District Office 5775 Yonge St., 8th floor, North York ON M2M 4J1 Filed Record of Site Condition # on 2015/12/21 6 of 23

7 Phase one environmental site assessment report Document used as the phase one environmental site assessment report and updates in submitting the record of site condition for filing The date the last work on all of the records review, interviews and site reconnaissance components of the phase one environmental site assessment was done (refer to clause 28(1) (a) of O. Reg. 153/04) (yyyy/mm/dd) Type of report Phase one environmental site assessment Report title Phase One Environmental Site Assessment Update, Proposed Residential Development, The Madison Condo, 101 Eglinton Avenue East, Toronto, ON Date of report (yyyy/mm/dd) Author of report Edyta Chorostkows ka, M.Env. Sc.; Dragana Jaksic, M. Env.Sc.; Rob Helik, P. Eng, QPESA Name of consulting company EXP SERVICES INC. Reports and other documents related to the phase one environmental site assessment Reports and other documents relied upon in certifying the information set out in section 10 of Schedule A or otherwise used in conducting the phase one environmental site assessment Report title Phase I Environmental Site Assessment, The Madison Condo Development, 101 Eglinton Avenue East, Toronto, Ontario Date of report (yyyy/mm/dd) Author of report Stacy Meek, B.Eng; Simon Lan, P.Eng., QPESA Name of consulting company exp Services Inc. Filed Record of Site Condition # on 2015/12/21 7 of 23

8 Phase two environmental site assessment report Document used as the phase two environmental site assessment report and updates in submitting the record of site condition for filing The date the last work on all of the planning of the site investigation and conducting the site investigation components of the phase two environmental site assessment was done (refer to clause 33.5(1)(a) of O. Reg. 153/04) (yyyy/mm/dd) Type of report Phase two environmental site assessment Report title Phase Two Environmental Site Assessment and Soil Remediation Program, Proposed Residential Development, The Madison Condo, 101 Eglinton Avenue East, Toronto, Ontario Date of report (yyyy/mm/dd) Author of report Edyta Chorostkows ka, M.Env. Sc.; Dragana Jaksic M. Env.Sc.; Rob Helik, P. Eng. QPESA Name of consulting company EXP SERVICES INC. Reports and other documents related to the phase two environmental site assessment Reports and other documents relied upon in making any certifications in the record of site condition for the purposes of Part IV of Schedule A or otherwise used in conducting the phase two environmental site assessment Report title Results of Test Pit Excavation and Summary of Soil Condition, Proposed Residential Development, Madison Condo, 101 Eglinton Avenue East, Toronto, ON Phase II Environmental Site Assessment, Proposed Residential Development, The Madison Condo, 101 Eglinton Avenue East, Toronto, ON Date of report (yyyy/mm/dd) Author of report Simon Lan, P.Eng. QPESA; Peter Chan, P.Eng Simon Lan, P.Eng. QPESA; Peter Chan, P.Eng. Name of consulting company exp Services Inc. exp Services Inc. Filed Record of Site Condition # on 2015/12/21 8 of 23

9 Environmental condition Section 41 applies? Section 43.1 applies? No No Site condition information Certification date (yyyy/mm/dd) 2013/04/08 Total area of record of site condition property (in hectares) Number of any previously filed record of site condition that applies to any part of the record of site condition property Number of any previously filed transition notice that applies to any part of the record of site condition property Soil texture Assessment/restoration approach Site investigation includes the investigation, sampling and analysis of ground water? Is there soil present that is sufficient to investigate, sample and analyze soil on, in or under the property in accordance with s. 6, Schedule E of O.Reg. 153/04? Site investigation includes the investigation, sampling and analysis of soil on, in or under the property which is used in the record of site condition? Name of the laboratory used to analyze any samples collected of soil, ground water or sediment Ground water condition (potable, non-potable) Coarse Full depth generic Yes Yes Yes MAXXAM ANALYTICS INC. Non-potable Applicable site condition standard TABLE 3 Local or single-tier municipality non-potable written notification date 2015/10/13 Risk assessment information A risk assessment has been prepared and accepted by the Director in support of this record of site condition? Risk assessment identification number Risk assessment was a site specific risk assessment completed and approved in accordance with the Cleanup Guideline 1996? Yes UKMY No Filed Record of Site Condition # on 2015/12/21 9 of 23

10 Table 1 Maximum contaminant concentrations compared to applicable site condition standards Measured concentration for contaminants in soil Contaminant name Maximum concentration Applicable site condition 1 Boron (Hot Water Soluble)* µg/g 2 Chromium VI µg/g 3 Cyanide (CN-) < µg/g Unit of measure 4 Electrical Conductivity ms/cm 5 Mercury < µg/g 6 Sodium Adsorption Ratio Acetone < µg/g 8 Bromomethane < µg/g 9 Carbon Tetrachloride < µg/g 10 Chlorobenzene < µg/g 11 Chloroform < µg/g 12 Dichlorobenzene, 1,2- < µg/g 13 Dichlorobenzene, 1,3- < µg/g 14 Dichlorobenzene, 1,4- < µg/g 15 Dichlorodifluoromethane < µg/g 16 Dichloroethane, 1,1- < µg/g 17 Dichloroethane, 1,2- < µg/g 18 Dichloroethylene, 1,1- < µg/g 19 Dichloroethylene, 1,2-cis- < µg/g 20 Dichloroethylene, 1,2-trans- < µg/g 21 Dichloropropane, 1,2- < µg/g 22 Dichloropropene,1,3- < µg/g 23 Ethylene dibromide < µg/g 24 Hexane (n) µg/g 25 Methyl Ethyl Ketone < µg/g 26 Methyl Isobutyl Ketone < µg/g 27 Methyl tert-butyl Ether (MTBE) < µg/g 28 Methylene Chloride < µg/g 29 Styrene < µg/g 30 Tetrachloroethane, 1,1,1,2- < µg/g 31 Tetrachloroethane, 1,1,2,2- < µg/g 32 Tetrachloroethylene < µg/g 33 Trichloroethane, 1,1,1- < µg/g 34 Trichloroethane, 1,1,2- < µg/g 35 Trichloroethylene < µg/g...continued on next page Filed Record of Site Condition # on 2015/12/21 10 of 23

11 Table 1 Maximum contaminant concentrations compared to applicable site condition standards Measured concentration for contaminants in soil Continued from previous page... Contaminant name Maximum concentration Applicable site condition 36 Trichlorofluoromethane < µg/g 37 Vinyl Chloride < µg/g 38 Bromodichloromethane < µg/g 39 Bromoform < µg/g 40 Dibromochloromethane < µg/g 41 Petroleum Hydrocarbons F1**** < µg/g 42 Petroleum Hydrocarbons F2 < µg/g 43 Petroleum Hydrocarbons F3 < µg/g 44 Petroleum Hydrocarbons F4 < µg/g 45 Polychlorinated Biphenyls < µg/g 46 Acenaphthene < µg/g 47 Acenaphthylene < µg/g 48 Anthracene < µg/g 49 Benz[a]anthracene < µg/g 50 Benzo[a]pyrene < µg/g 51 Benzo[b]fluoranthene < µg/g 52 Benzo[ghi]perylene < µg/g 53 Benzo[k]fluoranthene < µg/g 54 Chrysene µg/g 55 Dibenz[a h]anthracene < µg/g 56 Fluoranthene < µg/g 57 Fluorene < µg/g 58 Indeno[1 2 3-cd]pyrene < µg/g 59 Methlynaphthalene, 2-(1-) *** < µg/g 60 Naphthalene < µg/g 61 Phenanthrene µg/g 62 Pyrene < µg/g 63 Antimony µg/g 64 Arsenic µg/g 65 Selenium < µg/g 66 Barium µg/g 67 Beryllium µg/g 68 Boron (total) < µg/g 69 Cadmium < µg/g 70 Chromium Total µg/g Unit of measure...continued on next page Filed Record of Site Condition # on 2015/12/21 11 of 23

12 Table 1 Maximum contaminant concentrations compared to applicable site condition standards Measured concentration for contaminants in soil Continued from previous page... Contaminant name Maximum concentration Applicable site condition 71 Cobalt µg/g 72 Copper µg/g 73 Lead µg/g 74 Molybdenum < µg/g 75 Nickel µg/g 76 Silver < µg/g 77 Thallium µg/g 78 Uranium µg/g 79 Vanadium µg/g 80 Zinc µg/g 81 Chlorophenol, 2- < µg/g 82 Dichlorophenol, 2,4- < µg/g 83 Pentachlorophenol < µg/g 84 Trichlorophenol, 2,4,5- < µg/g 85 Trichlorophenol, 2,4,6- < µg/g 86 Benzene µg/g 87 Ethylbenzene µg/g 88 Toluene µg/g 89 Xylene Mixture µg/g Unit of measure Filed Record of Site Condition # on 2015/12/21 12 of 23

13 Table 1 Maximum contaminant concentrations compared to applicable site condition standards (Continued) Ground water Contaminant name Maximum concentration Applicable site condition 1 Chloride 630, µg/l 2 Chromium VI < µg/l 3 Cyanide (CN-) 6 66 µg/l 4 Mercury < µg/l 5 Acetone µg/l 6 Bromomethane < µg/l 7 Carbon Tetrachloride < µg/l 8 Chlorobenzene < µg/l 9 Dichlorobenzene, 1,2- < µg/l 10 Dichlorobenzene, 1,3- < µg/l 11 Dichlorobenzene, 1,4- < µg/l 12 Dichlorodifluoromethane < µg/l 13 Dichloroethane, 1,1- < µg/l 14 Dichloroethane, 1,2- < µg/l 15 Dichloropropane, 1,2- < µg/l 16 Dichloropropene,1,3- < µg/l 17 Ethylene dibromide < µg/l 18 Hexane (n) < 1 51 µg/l 19 Methyl Ethyl Ketone < µg/l 20 Methyl Isobutyl Ketone < µg/l 21 Methyl tert-butyl Ether (MTBE) < µg/l 22 Methylene Chloride < µg/l 23 Styrene < µg/l 24 Tetrachloroethane, 1,1,1,2- < µg/l 25 Tetrachloroethane, 1,1,2,2- < µg/l 26 Trichloroethane, 1,1,1- < µg/l 27 Trichloroethane, 1,1,2- < µg/l 28 Trichlorofluoromethane < µg/l 29 Bromodichloromethane µg/l 30 Bromoform < µg/l 31 Dibromochloromethane µg/l 32 Petroleum Hydrocarbons F1**** < µg/l 33 Petroleum Hydrocarbons F µg/l 34 Petroleum Hydrocarbons F µg/l 35 Sodium 420, µg/l Unit of measure...continued on next page Filed Record of Site Condition # on 2015/12/21 13 of 23

14 Table 1 Maximum contaminant concentrations compared to applicable site condition standards (Continued) Ground water Continued from previous page... Contaminant name Maximum concentration Applicable site condition 36 Antimony µg/l 37 Arsenic µg/l 38 Selenium µg/l 39 Barium µg/l 40 Beryllium < µg/l 41 Boron (total) µg/l 42 Cadmium < µg/l 43 Chromium Total µg/l 44 Cobalt µg/l 45 Copper < 1 87 µg/l 46 Lead < µg/l 47 Molybdenum µg/l 48 Nickel µg/l 49 Silver < µg/l 50 Thallium µg/l 51 Uranium µg/l 52 Vanadium µg/l 53 Zinc < µg/l 54 Benzene µg/l 55 Ethylbenzene µg/l 56 Toluene µg/l 57 Xylene Mixture µg/l Unit of measure Filed Record of Site Condition # on 2015/12/21 14 of 23

15 See the attached "Table 2, Maximum contaminant concentrations compared to standards specified in a risk assessment" for standards specified in a risk assessment and comparison to maximum concentrations measured on, in or under the record of site condition property. The rest of this page has been left intentionally blank Filed Record of Site Condition # on 2015/12/21 15 of 23

16 Remedial action and mitigation Remediated soils Estimated quantities of the soil, if any, originating at and remaining on the record of site condition property that have been remediated, at a location either on or off the property, to reduce the concentration of contaminants in the soil. Indicate the remediation process or processes used and the estimated amount of soil remediated by each identified process. Soil remediation process Estimated quantity of soil (in groundvolume in cubic metres) Description of remediation Description of any action taken to reduce the concentration of contaminants (including soil removals) on, in or under the record of site condition property. A total of four (4) excavations (Area 1 to Area 4) were conducted, as described below. Excavation Area 1 was conducted to address the BTEX and PHC impacts. It was advanced to a depth of 5.0 m, approximately 400 m2 in size, extending to the north property boundary and the existing building to the east. Based on the size of the excavation and the available sidewalls (west and south walls), the total number of confirmatory samples collected included four (4) floor and four (4) wall samples. The north extent of the excavation was to the north property boundary where the caisson wall was present. The east extent of the excavation was to the remaining building foundation at that time, which extended deeper than the entire depth of the excavation at Area 1. As such, there was no soil present at the north and east excavation sidewalls; and therefore, soil samples were not collected from these walls. Excavation Area 2 was conducted to address the metal impacts at the western portion of the Site. It was advanced to a depth of 1.0 m, approximately 4 m2 in size. Based on the size of the excavation and the available sidewalls (all walls), the total number of confirmatory samples collected included two (2) floor and two (2) wall samples. Excavation Area 3 was conducted to address the VOC impacts. It was advanced to a depth of 13.2 m, approximately 100 m2 in size. At the time of this excavation, there were no sidewalls present. As such, based on the size of the excavation and the available sidewalls (none), the total number of confirmatory samples collected included five (5) floor samples. Area 3 Excavation was completed in conjunction with the removal of the south building foundation walls. Due to the nature of this type of construction activity, a substantial excavation cavity with a gradual depression typically remains. The result is that the floor and walls cannot be distinguished. As such, five (5) samples were collected in the vicinity of the former VOC impacts, all at depths of approximately 13.2 m. Removal of soil across the entire Site was conducted to a depth of approximately 13.2 m to allow for the construction of the below grade structures. Excavation Area 4 was the Site-wide excavation for construction purposes; it served as the remedial excavation limits to address the inorganic impacts; and, it also served as the remedial excavation limits to address the barium impact at the eastern portion of the Site. It was advanced to a depth of 13.2 m, approximately 6,000 m2 in size, extending to all property boundaries. Based on the size of the excavation and the available sidewalls (none), the total number of confirmatory samples collected included twelve (12) floor samples. This excavation was extended to all property boundaries, where the caisson walls were present. As such, there was no soil present at the excavation sidewalls; and therefore, soil samples were not collected the sidewalls. Soil or sediment removed and not returned Estimated quantities of soil or sediment, if any, removed from and not returned to the record of site condition property. Estimated quantity of soil (in ground-volume in cubic metres) 85,524.0 Estimated quantity of sediment (in ground-volume in cubic metres) 0.0 Soil brought to the property Filed Record of Site Condition # on 2015/12/21 16 of 23

17 Soil brought to the property Estimated quantity of the soil, if any, being brought from another property to and deposited at the record of site condition property, not including any soil that may have originated at but been remediated off the record of site condition property and that is identified in section 28 of Schedule A. Estimated quantity of soil brought to the property (in ground-volume in cubic metres) 0.0 Filed Record of Site Condition # on 2015/12/21 17 of 23

18 Ground water control or treatment measures Ground water control or treatment measures that were required for the record of site condition property prior to the certification date for the purpose of submitting the record of site condition for filing. None. Ground water control or treatment measures that are required for the record of site condition property after the certification date. None Estimated volume of ground water, if any, removed from and not returned to the record of site condition property. Estimated volume of ground water (in litres) 0.0 Filed Record of Site Condition # on 2015/12/21 18 of 23

19 Other activities including risk management measures Constructed works that prior to the certification date for the purpose of submitting the record of site condition for filing, were required to control or otherwise mitigate the release or movement of known existing contaminants at the record of site condition property. None. Constructed works that after the certification date, are required to control or otherwise mitigate the release or movement of known existing contaminants at the record of site condition property. None. Monitoring or Maintenance Soil Management Measures Soil monitoring requirements or any requirements for care, maintenance or replacement or any monitoring or control works for known existing contaminants, if any, on the record of site condition property, after the certification date. None. Ground water management measures Ground water monitoring requirements or requirements for care, maintenance or replacement of any monitoring or control works or known existing contaminants, if any, on the record of site condition property, after the certification date. None. Remediated or removed soil, sediment or ground water from near property boundary Has any soil, sediment or ground water at the record of site condition property that is or was located within 3 metres of the record of site condition property boundary been remediated or removed for the purpose of remediation? Yes Filed Record of Site Condition # on 2015/12/21 19 of 23

20 D Qualified person s statements and certifications As the qualified person, I certify that: A phase one environmental site assessment of the record of site condition property, which includes the evaluation of the information gathered from a records review, site reconnaissance, interviews, a report and any updates required, has been conducted in accordance with the regulation by or under the supervision of a qualified person as required by the regulation. A phase two environmental site assessment of the record of site condition property, which includes the evaluation of the information gathered from planning and conducting a site investigation, a report, and any updates required, has been conducted in accordance with the regulation by or under the supervision of a qualified person as required by the regulation. The information represents the site conditions at the sampling points at the time of sampling only and the conditions between and beyond the sampling points may vary. As of 2013/04/08, in my opinion, based on the phase one environmental site assessment and the phase two environmental site assessment, and any confirmatory sampling, there is no evidence of any contaminants in the soil, ground water or sediment on, in or under the record of site condition property that would interfere with the type of property use to which the record of site condition property will be put, as specified in the record of site condition. Ground water sampling has been conducted in accordance with the regulation by or under the supervision of a qualified person as required by the regulation. I have, within the six months immediately before the submission of this record of site condition, given written notice of intention to apply non-potable ground water site condition standards to the clerk of the local municipality in which the property is located and the clerk of any upper-tier municipality in which the property is located. As of 2013/04/08, in my opinion, based on the phase one and phase two environmental site assessments and any confirmatory sampling, the record of site condition property meets the applicable full depth generic site condition standards prescribed by section 37 of the regulation for all contaminants prescribed by the regulation in relation to the type of property use for which this record of site condition is filed, except for those contaminants (if any) specified in this record of site condition at Table 2, maximum contaminant concentrations compared to standards specified in a risk assessment. As of 2013/04/08, the maximum known concentration of each contaminant in soil, sediment and ground water at the record of site condition property for which sampling and analysis has been performed is specified in this record of site condition at Table 1, maximum contaminant concentrations compared to applicable full depth generic site condition standards. In relation to any contaminant excepted from the certification mentioned above as specified in the record of site condition at Table 2, maximum contaminant concentrations compared to standards specified in a risk assessment, or in relation to any other contaminant that in my opinion is likely to cause an adverse effect: A risk assessment was prepared for the contaminant with respect to the property for which the phase two environmental site assessment was conducted. The Director has accepted the risk assessment under clause (1) (a) of the Act. As of 2013/04/08, the property for which the phase two environmental site assessment was conducted meets the standards specified in the risk assessment for the contaminant. I am a qualified person and have the qualifications required by section 5 of the regulation. I have in place an insurance policy that satisfies the requirements of section 7 of the regulation. I acknowledge that the record of site condition will be submitted for filing in the Environmental Site Registry, that records of site condition that are filed in the Registry are available for examination by the public and that the Registry contains a notice advising users of the Registry who have dealings with any property to consider conducting their own due diligence with respect to the environmental condition of the property, in addition to reviewing information in the Registry. The opinions expressed in this record of site condition are engineering or scientific opinions made in accordance with generally accepted principles and practices as recognized by members of the environmental engineering or science profession or discipline practising at the same time and in the same or similar location. Filed Record of Site Condition # on 2015/12/21 20 of 23

21 or science profession or discipline practising at the same time and in the same or similar location. I do not hold and have not held and my employer EXP SERVICES INC. does not hold and has not held a direct or indirect interest in the record of site condition property or any property which includes the record of site condition property and was the subject of a phase one or environmental site assessment or risk assessment upon which this record of site condition is based. To the best of my knowledge, the certifications and statements in this part of the record of site condition are true as of 2013/04/08. By signing this record of site condition, I make no express or implied warranties or guarantees. By checking the boxes above, and entering my membership/licence number in this submission, I, PREM MANICKS, a qualified person as defined in section 5 of O. Reg. 153/04 am, on 2015/12/17: a) signing this record of site condition submission as a qualified person; and b) making all certifications required as a qualified person for this record of site condition. I agree Filed Record of Site Condition # on 2015/12/21 21 of 23

22 Additional documentation provided by property owner or agent The following documents have been submitted to the Ministry of the Environment and Climate Change as part of the record of site condition Certificate of status or equivalent for the owner Lawyer's letter consisting of a legal description of the property Copy of any deed(s), transfer(s) or other document(s) by which the record of site condition property was acquired A Current plan of survey Property specific standards Area(s) of potential environmental concern Table of current and past uses of the phase one property Phase 2 conceptual site model Owner or agent certification statements Filed Record of Site Condition # on 2015/12/21 22 of 23

23 Filed Record of Site Condition # on 2015/12/21 23 of 23

24 Request ID: Province of Ontario Date Report Produced: 2015/12/14 Demande n : Province de l'ontario Document produit le : Transaction ID: Ministry of Government Services Time Report Produced: 08:59:52 Transaction n : Ministère des Services gouvernementaux Imprimé à : Category ID: CT Catégorie : CERTIFICATE OF STATUS ATTESTATION DU STATUT JURIDIQUE This is to certify that according to the records of the Ministry of Government Services D'après les dossiers du Ministère des Services gouvernementaux, nous attestons que la société M A D I S O N E G L I N T O N L I M I T E D Ontario Corporation Number Numéro matricule de la société (Ontario) is a corporation incorporated, amalgamated or continued under the laws of the Province of Ontario. The corporation came into existence on est une société constituée, prorogée ou née d'une fusion aux termes des lois de la Province de l'ontario. La société a été fondée le J A N U A R Y 1 3 J A N V I E R, and has not been dissolved. et n'est pas dissoute. Dated Fait le D E C E M B E R 1 4 D É C E M B R E, Director Directeur The issuance of this certificate in electronic form is authorized by the Ministry of Government Services. La délivrance du présent certificat sous forme électronique est autorisée par le Ministère des Services gouvernementaux.

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28 Request ID: Province of Ontario Date Report Produced: 2015/10/20 Demande n : Province de l'ontario Document produit le : Transaction ID: Ministry of Government Services Time Report Produced: 09:38:01 Transaction n : Ministère des Services gouvernementaux Imprimé à : Category ID: CT Catégorie : CERTIFICATE OF STATUS ATTESTATION DU STATUT JURIDIQUE This is to certify that according to the records of the Ministry of Government Services D'après les dossiers du Ministère des Services gouvernementaux, nous attestons que la société M A D I S O N E G L I N T O N L I M I T E D Ontario Corporation Number Numéro matricule de la société (Ontario) is a corporation incorporated, amalgamated or continued under the laws of the Province of Ontario. The corporation came into existence on est une société constituée, prorogée ou née d'une fusion aux termes des lois de la Province de l'ontario. La société a été fondée le J A N U A R Y 1 3 J A N V I E R, and has not been dissolved. et n'est pas dissoute. Dated Fait le O C T O B E R 2 0 O C T O B R E, Director Directeur The issuance of this certificate in electronic form is authorized by the Ministry of Government Services. La délivrance du présent certificat sous forme électronique est autorisée par le Ministère des Services gouvernementaux.

29 PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER LAND PAGE 1 OF 2 REGISTRY PREPARED FOR Foundos1 OFFICE # (LT) ON 2015/10/20 AT 09:52:42 * CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT * PROPERTY DESCRIPTION: PART OF LOTS 1, 2, 3, 4, 5, 6, 8 AND 10 AND ALL OF LOT 7, BLOCK E, PLN 653 DESIGNATED AS PARTS 1, 2, 3, 4, 5 AND 6 ON PLN 66R ; SUBJECT TO AN EASEMENT IN GROSS AS IN AT ; CITY OF TORONTO PROPERTY REMARKS: FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2011/12/21. ESTATE/QUALIFIER: RECENTLY: PIN CREATION DATE: FEE SIMPLE CONSOLIDATION FROM /07/08 ABSOLUTE OWNERS NAMES CAPACITY SHARE MADISON EGLINTON LIMITED ROWN REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TO CERT/ CHKD ** PRINTOUT INCLUDES ALL DOCUMENT TYPES (DELETED INSTRUMENTS NOT INCLUDED) ** R /01/10 PLAN REFERENCE C CA /12/12 TRANSFER 97 EGLINTON HOLDINGS LIMITED C CA /12/12 TRANSFER 79 DUNFIELD HOLDINGS LIMITED C CA /12/12 TRANSFER 85 EGLINTON HOLDINGS LIMITED C AT /02/12 TRANSFER $7,150, EGLINTON AVENUE EAST INC. EGLINTON LILLIAN INVESTMENTS LIMITED C REMARKS: PLANNING ACT STATEMENTS AT /01/15 TRANSFER ONTARIO LIMITED EGLINTON AVENUE HOLDINGS LTD. C REMARKS: PLANNING ACT STATEMENTS AT /01/15 TRANSFER YORK 1 HOLDING CORPORATION EGLINTON AVENUE HOLDINGS LTD. C REMARKS: PLANNING ACT STATEMENTS AT /09/03 NOTICE $2 CITY OF TORONTO EGLINTON LILLIAN INVESTMENTS LIMITED C EGLINTON AVENUE HOLDINGS LTD EGLINTON AVENUE HOLDINGS LTD. 97 EGLINTON HOLDINGS LIMITED 85 EGLINTON HOLDINGS LIMITED 79 DUNFIELD HOLDINGS LIMITED AT /01/28 APL CH NAME OWNER EGLINTON LILLIAN INVESTMENTS LIMITED MADISON EGLINTON LIMITED C AT /01/28 APL CH NAME OWNER EGLINTON AVENUE HOLDINGS LTD. MADISON EGLINTON LIMITED C AT /01/28 APL CH NAME OWNER EGLINTON AVENUE HOLDINGS LTD. MADISON EGLINTON LIMITED C 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.

30 PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER LAND PAGE 2 OF 2 REGISTRY PREPARED FOR Foundos1 OFFICE # (LT) ON 2015/10/20 AT 09:52:42 * CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT * REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TO CERT/ CHKD AT /01/28 APL CH NAME OWNER 97 EGLINTON HOLDINGS LIMITED MADISON EGLINTON LIMITED C AT /01/28 APL CH NAME OWNER 85 EGLINTON HOLDINGS LIMITED MADISON EGLINTON LIMITED C AT /01/28 APL CH NAME OWNER 79 DUNFIELD HOLDINGS LIMITED MADISON EGLINTON LIMITED C AT /03/23 APL (GENERAL) MADISON EGLINTON LIMITED C REMARKS: DELETE S/T & T/W CT AT /12/13 CHARGE $80,000,000 MADISON EGLINTON LIMITED AVIVA INSURANCE COMPANY OF CANADA C 66R /12/21 PLAN REFERENCE C AT /12/21 APL ABSOLUTE TITLE MADISON EGLINTON LIMITED C AT /07/30 CHARGE $200,000,000 MADISON EGLINTON LIMITED THE TORONTO DOMINION BANK C AT /07/30 NO ASSGN RENT GEN MADISON EGLINTON LIMITED THE TORONTO DOMINION BANK C AT /07/30 POSTPONEMENT AVIVA INSURANCE COMPANY OF CANADA THE TORONTO DOMINION BANK C REMARKS: AT POSTPONED TO AT ,AT AT /10/10 TRANSFER EASEMENT $2 MADISON EGLINTON LIMITED ROGERS COMMUNICATIONS INC. C AT /01/10 NOTICE $2 CITY OF TORONTO MADISON EGLINTON LIMITED C AT /06/24 APL CONSOLIDATE MADISON EGLINTON LIMITED C 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.

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32 LRO # 80 Transfer Registered as AT on at 16:17 The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 1 of 3 Properties PIN LT Interest/Estate Fee Simple Description LT 7 BLK E PL 653 NORTH TORONTO; PT LT 5 6, 10 BLK E PL 653 NORTH TORONTO AS IN CA756770; T/W & S/T CA756770; CITY OF TORONTO Address EGLINTON AVE E TORONTO Consideration Consideration $7,150, Transferor(s) The transferor(s) hereby transfers the land to the transferee(s). Name 117 EGLINTON AVENUE EAST INC. Address for Service 161 Eglinton Avenue East, Suite 201 Toronto, Ontario M4P 1J5 I, Murray Finkelman, Director, have the authority to bind the corporation. This document is not authorized under Power of Attorney by this party. Transferee(s) Capacity Share Name Address for Service EGLINTON LILLIAN INVESTMENTS LIMITED 369 Rimrock Road Toronto, Ontario M3J 3G2 STATEMENT OF THE TRANSFEROR (S): The transferor(s) verifies that to the best of the transferor s knowledge and belief, this transfer does not contravene the Planning Act. STATEMENT OF THE SOLICITOR FOR THE TRANSFEROR (S): I have explained the effect of the Planning Act to the transferor(s) and I have made inquiries of the transferor(s) to determine that this transfer does not contravene that Act and based on the information supplied by the transferor(s), to the best of my knowledge and belief, this transfer does not contravene that Act. I am an Ontario solicitor in good standing. STATEMENT OF THE SOLICITOR FOR THE TRANSFEREE (S): I have investigated the title to this land and to abutting land where relevant and I am satisfied that the title records reveal no contravention as set out in the Planning Act, and to the best of my knowledge and belief this transfer does not contravene the Planning Act. I act independently of the solicitor for the transferor(s) and I am an Ontario solicitor in good standing. Signed By Howard Litowitz 100 Mural Street, Suite 200 Richmond Hill L4B 1J3 acting for Transferor(s) Signed Tel Fax Morris Sosnovitch 1 Toronto St., Suite 910 Toronto M5C 2V6 acting for Transferee(s) Signed Tel Fax Submitted By MORRISON BROWN SOSNOVITCH LLP Tel Fax Toronto St., Suite 910 Toronto M5C 2V Fees/Taxes/Payment Statutory Registration Fee $60.00 Land Transfer Tax $105, Total Paid $105,785.00

33 LRO # 80 Transfer Registered as AT on at 16:17 The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 2 of 3 File Number Transferor Client File Number : Transferee Client File Number : MS

34 LAND TRANSFER TAX STATEMENTS In the matter of the conveyance of: LT 7 BLK E PL 653 NORTH TORONTO; PT LT 5 6, 10 BLK E PL 653 NORTH TORONTO AS IN CA756770; T/W & S/T CA756770; CITY OF TORONTO BY: TO: 117 EGLINTON AVENUE EAST INC. EGLINTON LILLIAN INVESTMENTS LIMITED 1. MIGUEL SINGER, PRESIDENT I am (a) A person in trust for whom the land conveyed in the above described conveyance is being conveyed; (b) A trustee named in the above described conveyance to whom the land is being conveyed; (c) A transferee named in the above described conveyance; (d) The authorized agent or solicitor acting in this transaction for described in paragraph(s) (_) above. (e) The President, Vice President, Manager, Secretary, Director, or Treasurer authorized to act for EGLINTON LILLIAN INVESTMENTS LIMITED described in paragraph(s) (c) above. (f) A transferee described in paragraph() and am making these statements on my own behalf and on behalf of who is my spouse described in paragraph(_) and as such, I have personal knowledge of the facts herein deposed to. 2. I have read and considered the definition of "single family residence" set out in subsection 1(1) of the Act. The land being conveyed herein: does not contain a single family residence or contains more than two single family residences. 3. The total consideration for this transaction is allocated as follows: (a) Monies paid or to be paid in cash 7,150, (b) Mortgages (i) assumed (show principal and interest to be credited against purchase price) 0.00 (ii) Given Back to Vendor 0.00 (c) Property transferred in exchange (detail below) 0.00 (d) Fair market value of the land(s) 0.00 (e) Liens, legacies, annuities and maintenance charges to which transfer is subject 0.00 (f) Other valuable consideration subject to land transfer tax (detail below) 0.00 (g) Value of land, building, fixtures and goodwill subject to land transfer tax (total of (a) to (f)) 7,150, (h) VALUE OF ALL CHATTELS items of tangible personal property 0.00 (i) Other considerations for transaction not included in (g) or (h) above 0.00 (j) Total consideration 7,150, PROPERTY Information Record A. Nature of Instrument: Transfer LRO 80 Registration No. AT Date: 2007/02/12 B. Property(s): PIN Address EGLINTON AVE E TORONTO C. Address for Service: 369 Rimrock Road Toronto, Ontario M3J 3G2 D. (i) Last Conveyance(s): PIN Registration No. CA Assessment Roll No (ii) Legal Description for Property Conveyed: Same as in last conveyance? Yes No Not known E. Tax Statements Prepared By: Morris Sosnovitch 1 Toronto St., Suite 910 Toronto M5C 2V6

35 LRO # 80 Transfer Registered as AT on at 15:47 The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 1 of 3 Properties PIN LT Interest/Estate Fee Simple Description PT LT 5 6 BLK E PL 653 NORTH TORONTO AS IN CT736270; T/W & S/T CT736270; CITY OF TORONTO Address EGLINTON AVE E TORONTO Consideration Consideration $0.00 Transferor(s) The transferor(s) hereby transfers the land to the transferee(s). Name Address for Service ONTARIO LIMITED 111 Eglinton Avenue East Suite 200 Toronto, Ontario I, Michael Diamond, have the authority to bind the corporation. This document is not authorized under Power of Attorney by this party. Transferee(s) Capacity Share Name EGLINTON AVENUE HOLDINGS LTD. Registered Owner Address for Service 369 Rimrock Road Toronto, Ontario M3J 3G2 STATEMENT OF THE TRANSFEROR (S): The transferor(s) verifies that to the best of the transferor s knowledge and belief, this transfer does not contravene the Planning Act. STATEMENT OF THE SOLICITOR FOR THE TRANSFEROR (S): I have explained the effect of the Planning Act to the transferor(s) and I have made inquiries of the transferor(s) to determine that this transfer does not contravene that Act and based on the information supplied by the transferor(s), to the best of my knowledge and belief, this transfer does not contravene that Act. I am an Ontario solicitor in good standing. STATEMENT OF THE SOLICITOR FOR THE TRANSFEREE (S): I have investigated the title to this land and to abutting land where relevant and I am satisfied that the title records reveal no contravention as set out in the Planning Act, and to the best of my knowledge and belief this transfer does not contravene the Planning Act. I act independently of the solicitor for the transferor(s) and I am an Ontario solicitor in good standing. Signed By Robert Elliot Pollock 2323 Yonge St., Suite 205 Toronto M4P 2C9 Tel Fax Stephen Zelick Goodbaum 1 Toronto St., Suite 910 Toronto M5C 2V6 Tel Fax acting for Transferor(s) acting for Transferee(s) Signed Signed Submitted By MORRISON BROWN SOSNOVITCH LLP 1 Toronto St., Suite 910 Toronto M5C 2V6 Tel Fax

36 LRO # 80 Transfer Registered as AT on at 15:47 The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 2 of 3 Fees/Taxes/Payment Statutory Registration Fee $60.00 Land Transfer Tax $0.00 Total Paid $60.00 File Number Transferor Client File Number : 1001 Transferee Client File Number : MS/SG

37 LAND TRANSFER TAX STATEMENTS In the matter of the conveyance of: PT LT 5 6 BLK E PL 653 NORTH TORONTO AS IN CT736270; T/W & S/T CT736270; CITY OF TORONTO BY: ONTARIO LIMITED TO: EGLINTON AVENUE HOLDINGS LTD. Registered Owner 1. STEPHEN GOODBAUM I am (a) A person in trust for whom the land conveyed in the above described conveyance is being conveyed; (b) A trustee named in the above described conveyance to whom the land is being conveyed; (c) A transferee named in the above described conveyance; (d) The authorized agent or solicitor acting in this transaction for EGLINTON AVENUE HOLDINGS LTD. described in paragraph(s) (c) above. (e) The President, Vice President, Manager, Secretary, Director, or Treasurer authorized to act for described in paragraph(s) (_) above. (f) A transferee described in paragraph() and am making these statements on my own behalf and on behalf of who is my spouse described in paragraph(_) and as such, I have personal knowledge of the facts herein deposed to. 3. The total consideration for this transaction is allocated as follows: (a) Monies paid or to be paid in cash 0.00 (b) Mortgages (i) assumed (show principal and interest to be credited against purchase price) 0.00 (ii) Given Back to Vendor 0.00 (c) Property transferred in exchange (detail below) 0.00 (d) Fair market value of the land(s) 0.00 (e) Liens, legacies, annuities and maintenance charges to which transfer is subject 0.00 (f) Other valuable consideration subject to land transfer tax (detail below) 0.00 (g) Value of land, building, fixtures and goodwill subject to land transfer tax (total of (a) to (f)) 0.00 (h) VALUE OF ALL CHATTELS items of tangible personal property 0.00 (i) Other considerations for transaction not included in (g) or (h) above 0.00 (j) Total consideration Other remarks and explanations, if necessary. 1.Tax has been paid directly to the Ministry of Finance and documents endorsed accordingly as confirmed by receipt no (evidence needs to be submitted) PROPERTY Information Record A. Nature of Instrument: Transfer LRO 80 Registration No. AT Date: 2008/01/15 B. Property(s): PIN Address EGLINTON AVE E TORONTO C. Address for Service: 369 Rimrock Road Toronto, Ontario M3J 3G2 D. (i) Last Conveyance(s): PIN Registration No. CT Assessment Roll No (ii) Legal Description for Property Conveyed: Same as in last conveyance? Yes No Not known E. Tax Statements Prepared By: Stephen Zelick Goodbaum 1 Toronto St., Suite 910 Toronto M5C 2V6

38 LRO # 80 Transfer Registered as AT on at 16:05 The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 1 of 3 Properties PIN LT Interest/Estate Fee Simple Description PCL 4 1 E SEC A653; PT LT 4 BLK E PL 653 TORONTO; PT LT 5 BLK E PL 653 TORONTO PT 1 & 2 R3074 S/T A ROW OVER PT 2 R3074 AND T/W A ROW OVER PT LT 5 BLK E PL 653 BEING A STRIP OF LAND 3 FT 6 INCHES IN WIDTH LYING IMMEDIATELY TO THE E OF PT 2 R3074 HAVING A DEPTH OF 139 FT 11 INCHES MEASURED SLY FROM THE SOUTHERN LIMIT OF EGLINGTON AV E AS WIDENED BY BY LAW OF THE CORPORATION OF THE CITY OF TORONTO ; TORONTO, CITY OF TORONTO Address EGLINTON AVE E TORONTO Consideration Consideration $0.00 Transferor(s) The transferor(s) hereby transfers the land to the transferee(s). Name Address for Service YORK 1 HOLDING CORPORATION 111 Eglinton Avenue East Suite 200 Toronto, Ontario I, Michael Diamond, have the authority to bind the corporation. This document is not authorized under Power of Attorney by this party. Transferee(s) Capacity Share Name EGLINTON AVENUE HOLDINGS LTD. Registered Owner Address for Service 369 Rimrock Road Toronto, Ontario M3J 3G2 STATEMENT OF THE TRANSFEROR (S): The transferor(s) verifies that to the best of the transferor s knowledge and belief, this transfer does not contravene the Planning Act. STATEMENT OF THE SOLICITOR FOR THE TRANSFEROR (S): I have explained the effect of the Planning Act to the transferor(s) and I have made inquiries of the transferor(s) to determine that this transfer does not contravene that Act and based on the information supplied by the transferor(s), to the best of my knowledge and belief, this transfer does not contravene that Act. I am an Ontario solicitor in good standing. STATEMENT OF THE SOLICITOR FOR THE TRANSFEREE (S): I have investigated the title to this land and to abutting land where relevant and I am satisfied that the title records reveal no contravention as set out in the Planning Act, and to the best of my knowledge and belief this transfer does not contravene the Planning Act. I act independently of the solicitor for the transferor(s) and I am an Ontario solicitor in good standing. Signed By Robert Elliot Pollock 2323 Yonge St., Suite 205 Toronto M4P 2C9 Tel Fax Stephen Zelick Goodbaum 1 Toronto St., Suite 910 Toronto M5C 2V6 Tel Fax acting for Transferor(s) acting for Transferee(s) Signed Signed Submitted By MORRISON BROWN SOSNOVITCH LLP 1 Toronto St., Suite 910 Toronto M5C 2V6 Tel

39 LRO # 80 Transfer Registered as AT on at 16:05 The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 2 of 3 Submitted By Fax Fees/Taxes/Payment Statutory Registration Fee $60.00 Land Transfer Tax $0.00 Total Paid $60.00 File Number Transferor Client File Number : 1001 Transferee Client File Number : MS/SG

40 LAND TRANSFER TAX STATEMENTS In the matter of the conveyance of: PCL 4 1 E SEC A653; PT LT 4 BLK E PL 653 TORONTO; PT LT 5 BLK E PL 653 TORONTO PT 1 & 2 R3074 S/T A ROW OVER PT 2 R3074 AND T/W A ROW OVER PT LT 5 BLK E PL 653 BEING A STRIP OF LAND 3 FT 6 INCHES IN WIDTH LYING IMMEDIATELY TO THE E OF PT 2 R3074 HAVING A DEPTH OF 139 FT 11 INCHES MEASURED SLY FROM THE SOUTHERN LIMIT OF EGLINGTON AV E AS WIDENED BY BY LAW OF THE CORPORATION OF THE CITY OF TORONTO ; TORONTO, CITY OF TORONTO BY: YORK 1 HOLDING CORPORATION TO: EGLINTON AVENUE HOLDINGS LTD. Registered Owner 1. STEPHEN GOODBAUM I am (a) A person in trust for whom the land conveyed in the above described conveyance is being conveyed; (b) A trustee named in the above described conveyance to whom the land is being conveyed; (c) A transferee named in the above described conveyance; (d) The authorized agent or solicitor acting in this transaction for EGLINTON AVENUE HOLDINGS LTD. described in paragraph(s) (c) above. (e) The President, Vice President, Manager, Secretary, Director, or Treasurer authorized to act for described in paragraph(s) (_) above. (f) A transferee described in paragraph() and am making these statements on my own behalf and on behalf of who is my spouse described in paragraph(_) and as such, I have personal knowledge of the facts herein deposed to. 3. The total consideration for this transaction is allocated as follows: (a) Monies paid or to be paid in cash 0.00 (b) Mortgages (i) assumed (show principal and interest to be credited against purchase price) 0.00 (ii) Given Back to Vendor 0.00 (c) Property transferred in exchange (detail below) 0.00 (d) Fair market value of the land(s) 0.00 (e) Liens, legacies, annuities and maintenance charges to which transfer is subject 0.00 (f) Other valuable consideration subject to land transfer tax (detail below) 0.00 (g) Value of land, building, fixtures and goodwill subject to land transfer tax (total of (a) to (f)) 0.00 (h) VALUE OF ALL CHATTELS items of tangible personal property 0.00 (i) Other considerations for transaction not included in (g) or (h) above 0.00 (j) Total consideration Other remarks and explanations, if necessary. 1.Tax has been paid directly to the Ministry of Finance and documents endorsed accordingly as confirmed by receipt no (evidence needs to be submitted) PROPERTY Information Record A. Nature of Instrument: Transfer LRO 80 Registration No. AT Date: 2008/01/15 B. Property(s): PIN Address EGLINTON AVE E TORONTO C. Address for Service: 369 Rimrock Road Toronto, Ontario M3J 3G2 D. (i) Last Conveyance(s): PIN Registration No. C Assessment Roll No (ii) Legal Description for Property Conveyed: Same as in last conveyance? Yes No Not known E. Tax Statements Prepared By: Stephen Zelick Goodbaum 1 Toronto St., Suite 910 Toronto M5C 2V6

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48 Phase One Property Phase Two Property RA Property RSC Property

49 Table 2: Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment Risk Assessment Number: RA Table 2: Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment Risk Assessment Number RA Applicable Site Condition Standard Table 3 Measured Concentration for Contaminants in Soil Contaminant Measurement type Measured Concentration Standard Specified in Risk Assessment Unit of Measurement <none> Measured Concentration for Contaminants in Ground Water Contaminant Measurement type Measured Concentration Standard Specified in Risk Assessment Unit of Measurement Petroleum Hydrocarbons F2 (>C10-C16) Measured ug/l Chloroform Measured ug/l Dichloroethylene, 1,1- < MDL Value of ug/l Dichloroethylene, 1,2-cis- < MDL Value of ug/l Dichloroethylene, 1,2-trans- < MDL Value of ug/l Tetrachloroethylene Measured ug/l Trichloroethylene Measured ug/l Vinyl Chloride < MDL Value of ug/l Measured Concentration for Contaminants in Sediment Contaminant Measurement type Measured Concentration Standard Specified in Risk Assessment Unit of Measurement <none> 1 of 1

50 TABLE OF AREAS OF POTENTIAL ENVIRONMENTAL CONCERN (Refer to clause 16(2)(a), Schedule D, O. Reg. 153/04) Area of Potential Environmental Concern 1 Location of Area of Potential Environmental Concern on Phase One Property Potentially Contaminating Activity 2 Location of PCA (on1site or off1site) Contaminants of Potential Concern 3 Media Potentially Impacted (Ground water, soil and/or sediment) APEC 1 Northeast portion of Site PCA #37 Operation of Dry Cleaning Equipment, where chemicals are used (the former presence of a former dry cleaner on Site) On%Site VOCs Soil and groundwater APEC 2 Northwest portion of Site PCA #28 Gasoline and Associated Products Storage in Fixed Tanks (the former diesel fuel spill) On%Site BTEX and PHCs Soil and groundwater APEC 3 Northern portion of Site PCA #28: Gasoline and Associated Products Storage in Fixed Tanks (the former fuel oil tank off%site); and, with PCA #8 Chemical Manufacturing, Processing and Bulk Storage (the former presence of a chemical wholesaler off%site) Off%Site BTEX, PHCs and VOCs Groundwater Notes: 1 % Area of Potential Environmental Concern means the area on, in or under a phase one property where one or more contaminants are potentially present, as determined through the phase one environmental site assessment, including through, (a) identification of past or present uses on, in or under the phase one property, and (b) identification of potentially contaminating activity. 2 % Potentially Contaminating Activity means a use or activity set out in Column A of Table 2 of Schedule D that is occurring or has occurred in a phase one study area 3 % when completing this column, identify all contaminants of potential concern using the Method Groups as identified in the "Protocol for in the Assessment of Properties under Part XV.1 of the Environmental Protection Act, March 9, 2004, amended as of July 1, 2011, as specified below: ABNs CPs PCBs PAHs Metals As, Sb, Se Electrical Conductivity Cr (VI) 1,4%Dioxane THMs Na Hg Dioxins/Furans, PCDDs/PCDFs VOCs OCs B%HWS Cl % Methyl Mercury high ph BTEX Ca, PHCs Mg CN % low ph 4 % when submitting a record of site condition for filing, a copy of this table must be attached SAR

51 TABLE OF CURRENT AND PAST USES OF THE PHASE ONE PROPERTY Lots 1 & 2, Block E, Plan 653 (89 Dunfield Avenue and Eglinton Avenue East, Toronto, ON) (Refer to clause 16(2)(b), Schedule D, O.Reg. 153/04) Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc. Prior to 1797 Crown Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Raddish Vacant Agriculture or other use Aerials, FIPs and City directories not available Nathaniel Coffin Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Phipps Vacant Agriculture or other use Aerials, FIPs and City directories not available Henry Boulton Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Berry Moore & James Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Mary Moore & Catherine Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Warren Vacant Agriculture or other use Aerials, FIPs and City directories not available Alfred Lambe Vacant Agriculture or other use 1890 FIP shows no structures at the property Samuel Dingle Vacant Agriculture or other use 1899 & 1903 FIP show no structures at the property Arthur Dawson Residential and commercial buildings Commercial 1913 FIP shows three (3) structures at the property; 1924 FIP shows four (4) structures at the property Max Balshin Multi-storey commercial buildings Commercial 1954 Aerial shows several multi-storey buildings; City Directories indicate various commercial listings Frank Patsky, Jack Stone & Reuben Balshin Multi-storey commercial buildings Commercial City Directories indicate various commercial listings Soules Construction Limited Multi-storey commercial buildings Commercial City Directories indicate various commercial listings 1

52 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc Esscorp Investments Limited Multi-storey corporate buildings Commercial 1958 FIP shows several buildings at the property; 1957 to 1962 Aerials show several multi-storey buildings; City Directories show various commercial tenants including Dupont of Canada Ltd., Ford Motor Company of Canada Ltd., Department of Highways Holcan Limited Multi-storey commercial/corporate buildings Commercial City Directories show various commercial tenants including Dupont of Canada Ltd., Ford Motor Company of Canada Ltd., Department of Highways, College Copy Shop, Lucas Coffee Shop Five Star Management Co. Ltd. Multi-storey commercial corporate buildings until approximately 1990; vacant parking lot from approximately 1990 to 2001 Commercial Buildings were demolished between 1989 and Aerial shows several multi-storey buildings; 1991 Aerial shows vacant parking lot current 85 Eglinton Holdings Limited (name change to Madison Eglinton Limited) Property redeveloped circa 2012 Commercial 2002 to 2012 Aerials show vacant parking lot; 2013 aerial shows site redevelopment. Notes: 1 for each owner, specify one of the following types of property use (as defined in O.Reg. 153/04) that applies: Agriculture or other use Commercial use Community use Industrial use Institutional use Parkland use Residential use 2 - when submitting a record of site condition for filing, a copy of this table must be attached 2

53 TABLE OF CURRENT AND PAST USES OF THE PHASE ONE PROPERTY Lots 3 & 8, Block E, Plan 653 (91-97 Eglinton Avenue East, Toronto, ON) (Refer to clause 16(2)(b), Schedule D, O.Reg. 153/04) Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc. Prior to 1797 Crown Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Raddish Vacant Agriculture or other use Aerials, FIPs and City directories not available Nathaniel Coffin Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Phipps Vacant Agriculture or other use Aerials, FIPs and City directories not available Henry Boulton Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Berry Moore & James Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Mary Moore & Catherine Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Warren Vacant Agriculture or other use Aerials, FIPs and City directories not available Alfred Lambe Vacant Agriculture or other use Aerials, FIPs and City directories not available George Thompson Vacant Agriculture or other use Aerials, FIPs and City directories not available James O Brien Vacant Agriculture or other use 1890 FIP shows no structures at the property Gertrude Clarke Vacant Agriculture or other use 1890 FIP shows no structures at the property Samuel Dingle Vacant Agriculture or other use 1903 FIP shows no structures at the property Leonard Johnson (Lot 3, Blk E, Plan 653) Leonard Johnson (Lot 8, Blk E, Plan 653) Residential housing Residential 1913 FIP shows one (1) structure at the property Residential housing Residential 1913 FIP shows one (1) structure at the property 3

54 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc Alexander Reid (Lot 3, Blk E, Plan 653) William Sharpe (Lot 8, Blk E, Plan 653) Hamilton McNordie (Lot 3, Blk E, Plan 653) Frank Howe (Lot 3, Blk E, Plan 653) Harold Yates (Lot 3, Blk E, Plan 653) Fred Stevens (Lot 8, Blk E, Plan 653) Residential housing Residential City directories indicate residential tenants Residential housing Residential City directories indicate residential tenants Residential housing Residential City directories indicate residential tenants Residential housing Residential 1924 FIP shows two (2) structures at the property Residential housing Residential City directories indicate residential tenants Residential housing Residential City directories indicate residential tenants Frank Parker & Dorothy Parker (Lot 8, Blk E, Plan 653) Residential housing/commercial buildings Residential/commercial City directories until the mid-1950s indicate residential tenants; 1954 Aerial shows several multi-storey buildings; City directories from the 1960s indicate various commercial tenants, including Transparent Paper Products Ltd., Field Cornish Commercial and Technical Art, Inter-Provincial Creditors, Apollo Discount Stores and Metro Building Print Co Florence Yates (Lot 3, Blk E, Plan 653) Multi-storey corporate buildings Commercial City directories until the mid-1950s indicate residential tenants; 1954 Aerial shows several multi-storey buildings Eglinton East Limited (Lot 3, Blk E, Plan 653) Multi-storey corporate buildings Commercial 1958 FIP shows one (1) office building at the property; 1957 to 1962 Aerials show several multi-storey buildings; City Directories from the 1960s indicate various commercial tenants including Industrial Copy Centre, Rodeo Restaurant and Tavern, Metro Building Print Co., and Transparent Paper Products Edward Green, Frederick Catzman & John Wahl (Lot 8, Blk E, Plan 653) Multi-storey commercial/corporate buildings Commercial 1971, 1973 & 1977 Aerials show several multi-tenant buildings; City Directories from the 1960s indicate various commercial tenants including Industrial Copy Centre, Rodeo Restaurant and Tavern, Metro Building Print Co., and Transparent Paper Products Ausland Investments Limited (Lot 3, Blk E, Plan 653) Multi-storey commercial/corporate buildings Commercial City Directories show various commercial tenants including Industrial Copy Centre, Rodeo Restaurant and Tavern, Metro Building Print Co., and Transparent Paper Products 4

55 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc Basil Tabacoff (Lot 3, Blk E, Plan 653) Multi-storey commercial/corporate buildings Commercial 1973 Aerial shows several multi-tenant buildings current Wus Enterprises Incorporated (Lot 3, Blk E, Plan 653) Humbold Properties Limited (Lot 3, Blk E, Plan 653)) Compatible Investments Limited, in trust (Lot 8, Blk E, Plan 653) 97 Eglinton Holdings Limited (name change to Madison Eglinton Limited) (Lot 3, Blk E, Plan 653)) Multi-storey commercial/corporate buildings Commercial 1973 Aerial shows several multi-tenant buildings. Multi-storey commercial corporate buildings until approximately 1990; vacant parking lot from approximately 1990 to 2001 Multi-storey commercial corporate buildings until approximately 1990; vacant parking lot from approximately 1990 to 2001 Property redeveloped circa 2012 Commercial Commercial Commercial 1977, 1981, 1985 & 1989 Aerials show several multi-tenant buildings; 1991 Aerial shows vacant parking lot; City Directories from the 1980s indicate various commercial tenants including Industrial Copy Centre, Rodeo Restaurant and Tavern and Tridac Corporation. 1981, 1985 & 1989 Aerials show several multi-tenant buildings; 1991 Aerial shows vacant parking lot; City Directories from the 1980s indicate various commercial tenants including Industrial Copy Centre, Rodeo Restaurant and Tavern and Tridac Corporation to 2012 Aerials show vacant parking lot; 2013 aerial shows site redevelopment current 79 Dunfield Holdings Limited (name change to Madison Eglinton Limited) (Lot 8, Blk E, Plan 653) Property redeveloped circa 2012 Commercial 2002 to 2012 Aerials show vacant parking lot; 2013 aerial shows site redevelopment Notes: 1 for each owner, specify one of the following types of property use (as defined in O.Reg. 153/04) that applies: Agriculture or other use Commercial use Community use Industrial use Institutional use Parkland use Residential use 2 - when submitting a record of site condition for filing, a copy of this table must be attached 5

56 TABLE OF CURRENT AND PAST USES OF THE PHASE ONE PROPERTY Lot 4, Block E, Plan 653 ( Eglinton Avenue East, Toronto, ON) (Refer to clause 16(2)(b), Schedule D, O.Reg. 153/04) Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc. Prior to 1797 Crown Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Raddish Vacant Agriculture or other use Aerials, FIPs and City directories not available Nathaniel Coffin Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Phipps Vacant Agriculture or other use Aerials, FIPs and City directories not available Henry Boulton Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Berry Morre & James Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Mary Moore & Catherine Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Warren Vacant Agriculture or other use Aerials, FIPs and City directories not available Alfred Lambe Vacant Agriculture or other use Aerials, FIPs and City directories not available Mark Thomas Vacant Agriculture or other use 1890 FIP shows no structures at the property Samuel Wickson Vacant Agriculture or other use Aerials, FIPs and City directories not available George Plumb Vacant Agriculture or other use Aerials, FIPs and City directories not available Harriet Plumb Vacant Agriculture or other use 1894 FIP shows no structures at the property North Toronto Floral Co. Vacant Agriculture or other use Aerials, FIPs and City directories not available Russel Nason Vacant Agriculture or other use 1903 FIP shows no structures at the property Frederick Woollings Vacant Agriculture or other use Aerials, FIPs and City directories not available 6

57 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc William Miller Vacant Agriculture or other use Aerials, FIPs and City directories not available William Izzard Vacant Agriculture or other use Aerials, FIPs and City directories not available Samuel Still & Allen Sherre Residential housing Residential 1913 FIP shows no structures at the property Samuel Still Residential housing Residential City directories indicate residential tenants Agnes Campbell Residential housing Residential City directories indicate residential tenants Trustees of Eglinton Congregation of Free Methodist Church of Ontario in Canada Residential housing Residential 1924 FIP shows two (2) structures at the property; City directories indicate residential tenants John Campbell Residential buildings Residential City directories indicate residential tenants George Black Residential and institutional buildings Residential/Institutional John Campbell Residential and institutional buildings Residential/Institutional City directories indicate residential tenants and the Free Methodist Mission from the late 1920s City directories indicate residential tenants and the Free Methodist Mission from the late 1920s John Gwyn (mortgage) Multi-storey and multi-tenant commercial/institutional buildings Commercial/Institutional 1939 Aerial shows two (2) structures at the property; City directories indicate residential tenants until 1937; and, commercial tenants thereafter, including the Mohawk grocery and Jackson grocery, as well as institutional tenants such as the Free Methodist Church and the Christian Institute Dora Jackson Multi-storey and multi-tenant commercial/institutional building Commercial/Institutional City directories from 1947 indicate that the property was occupied by the Free Methodist Church and Jackson Grocery Thomas Gibson Multi-storey and multi-tenant commercial/institutional building Commercial/Institutional 1958 FIP and 1947 to 1962 aerials show two (2) multi-storey buildings and outdoor parking at the property; City Directories indicate various commercial tenants, including Market Basket Grocers and an institutional tenant, including the Free Methodist Church 7

58 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc Vasilios Gianos & Sevastia Gianos Multi-storey and multi-tenant commercial/institutional building Commercial/Institutional 1958 FIP and 1957 to 1962 aerials show two (2) multi-storey buildings and outdoor parking at the property; Briarcrest Shopping Centre Limited Multi-storey institutional/commercial building Commercial/Institutional City Directories from 1962 indicate that the property was occupied by the Christian Institute of Spiritual Science; 1961 aerial photograph shows a multi-storey commercial building and outdoor parking Elane Construction Limited Multi-storey commercial building Commercial City Directories show that the property was listed as vacant Odeon Theatres (Canada) Limited Multi-storey commercial building Commercial 1977 Aerial shows a multi-storey building Canadian Odeon Theatres Ltd. Multi-storey commercial building Commercial 1983 Aerial shows a multi-storey building City directories from 1980 and 1985 indicate Odeon York Theatre York 1 Holding Corporation Multi-storey commercial building Commercial City directories indicate commercial tenants, including a fitness gym and an event theatre Eglinton Avenue Holdings Ltd. Multi-storey commercial building Commercial Property was occupied by the event theatre and fitness facility until 2010, at which time the building was converted to a sales centre for the proposed condominium development current Madison Eglinton Limited Property redeveloped circa 2012 Commercial 2013 Aerial shows site redevelopment. Notes: 1 for each owner, specify one of the following types of property use (as defined in O.Reg. 153/04) that applies: Agriculture or other use Commercial use Community use Industrial use Institutional use Parkland use Residential use 2 - when submitting a record of site condition for filing, a copy of this table must be attached 8

59 TABLE OF CURRENT AND PAST USES OF THE PHASE ONE PROPERTY Lots 5 & 6, Block E, Plan 653 (98 Lillian Street and Lillian Street, Toronto, ON) (Refer to clause 16(2)(b), Schedule D, O.Reg. 153/04) Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc. Prior to 1797 Crown Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Raddish Vacant Agriculture or other use Aerials, FIPs and City directories not available Nathaniel Coffin Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Phipps Vacant Agriculture or other use Aerials, FIPs and City directories not available Henry Boulton Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Berry Moore & James Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Mary Moore & Catherine Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Warren Vacant Agriculture or other use Aerials, FIPs and City directories not available Alfred Lambe Vacant Agriculture or other use Aerials, FIPs and City directories not available Mark Thomas Vacant Agriculture or other use 1890 FIP shows no structures at the property Samuel Wickson Vacant Agriculture or other use Aerials, FIPs and City directories not available George Plumb Vacant Agriculture or other use Aerials, FIPs and City directories not available Harriet Plumb Vacant Agriculture or other use Aerials, FIPs and City directories not available North Toronto Floral Co. Vacant Commercial 1899 FIP shows no structures at the property George Plumb Vacant Commercial Aerials, FIPs and City directories not available Russel Nason Vacant Commercial 1903 FIP shows no structures at the property Frederick Woollings Vacant Commercial Aerials, FIPs and City directories not available William Miller Residential housing Residential 1913 FIP shows three (3) structures at the property; City directories indicate residential tenants 9

60 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc FIP shows five (5) structures at the property; Arthur Brown Residential housing Residential 1947 Aerial shows several small dwellings and treed areas; City directories show indicate tenants Edward Braithwaite & David Wilson Residential housing Residential City directories indicate residential tenants John McCreary Residential housing and doctor s office Commercial 1950 & 1953 Aerials show several small dwellings, parking space and small treed areas City Directories from 1952 show pediatrician and physician Thomas Anderson Residential housing and light commercial Commercial No additional Information available 1958 FIP shows two (2) large buildings at the property; Don Argiris Office building Commercial 1959 Aerial shows multi-storey buildings at the property; City Directories from the late 1950s show Aviquipo Inc., Telephone Answering Services, Commercial Credit Corp Ltd., Canada Starch Co., Calvert Fire Insurance Co., Goodrich Sponge Products Canada Ltd Prestige Buildings Corporation Limited Office building Commercial/Industrial 1959 Aerial shows multi-storey buildings at the property; City Directories from the late 1950s show Aviquipo Inc., Telephone Answering Services, Commercial Credit Corp Ltd., Canada Starch Co., Calvert Fire Insurance Co., Goodrich Sponge Products Canada Ltd Macedonia-Bulgarian Eastern Orthodox Church of St. George Office building Commercial 1965 Aerial shows multi-storey buildings and parking lot at the property; City Directories from the early 1960s show various commercial tenants, including Mutual Readers League of Toronto, Crystophane Co. of Canada and Telephone Answering Services and National Cash Register Cecil Drew & John Drew Office building Commercial 1966 Aerial shows multi-storey buildings and parking lot at the property. 10

61 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc Aerial shows multi-storey buildings and parking lot at the property; Piller Investments Limited Office building Commercial City Directories from the late 1960s show various commercial tenants including Phillips and Roberts and Associates, National Cash Register, Data Processing Centre, Delta Acceptance Corp., Watford and Associates and Repro-Stat Service Caesar Wong (as trustee) Office building Commercial City Directories from 1980 show various commercial tenants including Telephone Answering Services, National Cash Register and TAS Communications Dai O Investment Co. Limited Office building Commercial 1981 Aerial shows multi-storey buildings and parking lot at the property; City Directories from 1980 show various commercial tenants including Telephone Answering Services, National Cash Register and TAS Communications Umbrella Palm Holdings Ltd. Office building Commercial 1983 & 1985 Aerials show multi-storey buildings and parking lot at the property; City Directories show various commercial tenants including Lofranco & Longley Barr and Sol and National Cash Register Ontario Limited Office building Commercial 1990 to 2007 Aerials show multi-storey buildings and parking lot at the property; City Directories show various commercial tenants including Lofranco & Longley Barr and Sol, Milan s Bistro, Diamond Financial Corp., Ontario Accident & Benefits, Career Canada College, Duskwood Investments Inc., Shark City Bar & Grill, The Toronto School of Business Eglinton Avenue Holdings Ltd. Office building Commercial 2008 to 2011 Aerials show multi-storey buildings and parking lot at the property current Madison Eglinton Limited Property redeveloped circa 2012 Commercial 2013 aerial shows site redevelopment. Notes: 1 for each owner, specify one of the following types of property use (as defined in O.Reg. 153/04) that applies: Agriculture or other use Commercial use Community use Industrial use Institutional use Parkland use Residential use 2 - when submitting a record of site condition for filing, a copy of this table must be attached 11

62 TABLE OF CURRENT AND PAST USES OF THE PHASE ONE PROPERTY Lots 7 & 10, Block E, Plan 653 (Refer to clause 16(2)(b), Schedule D, O.Reg. 153/04) Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc. Prior to 1797 Crown Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Raddish Vacant Agriculture or other use Aerials, FIPs and City directories not available Nathaniel Coffin Vacant Agriculture or other use Aerials, FIPs and City directories not available Thomas Phipps Vacant Agriculture or other use Aerials, FIPs and City directories not available Henry Boulton Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Berry Moore & James Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Mary Moore & Catherine Moore Vacant Agriculture or other use Aerials, FIPs and City directories not available Charles Warren Vacant Agriculture or other use Aerials, FIPs and City directories not available Alfred Lambe Vacant Agriculture or other use Aerials, FIPs and City directories not available Mark Thomas Vacant Agriculture or other use 1890 FIP shows no structures at the property Samuel Wickson Vacant Agriculture or other use Aerials, FIPs and City directories not available George Plumb Vacant Agriculture or other use Aerials, FIPs and City directories not available Harriet Plumb Vacant Agriculture or other use Aerials, FIPs and City directories not available North Toronto Floral Co. Vacant Agriculture or other use 1899 FIP shows no structures at the property George Plumb Vacant Agriculture or other use Aerials, FIPs and City directories not available Russell Nason Vacant Agriculture or other use 1903 FIP shows no structures at the property 12

63 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc William Miller Vacant Residential No additional information available Frank Bott Vacant Residential No additional information available Thomas Allen & Albert Keays Residential housing Residential 1913 FIP shows two (2) structures at the property; City directories show residential tenants James Stephenson Residential housing Residential City directories show residential tenants Alfred Chaplin (Lot 7, Blk E, Plan 653) Alfred Field (Lot 7, Blk E, Plan 653) Ada Hamilton (Lot 7, Blk E, Plan 653) Sarah Stephenson (Lot 10, Blk E, Plan 653) Residential housing Residential City directories show residential tenants Residential housing Residential City directories show residential tenants Residential housing Residential City directories show residential tenants Residential housing Residential 1924 FIP shows four (4) structures at the property; City directories show residential tenants Edward Barnes (N1/2 of Lot 7, Blk E, Plan 653) Residential housing Residential 1924 FIP shows four (4) structures at the property; 1950 aerial shows four (4) dwellings at the property; City directories show residential tenants Sarah Muir (Lot 10, Blk E, Plan 653) Residential housing Residential 1924 FIP shows four (4) structures at the property; City directories show residential tenants Thomas Russell (S1/2 of Lot 7, Blk E, Plan 653) Residential housing Residential 1950 aerial shows four (4) dwellings at the property; City directories show residential tenants Carman Trollope (Lot 10, Blk E, Plan 653) Lawrence Glover (Lot 10, Blk E, Plan 653) Residential housing Residential City directories show residential tenants Residential housing Residential City directories show residential tenants John Davies (Lot 10, Blk E, Plan 653) Residential housing Residential 1950 aerial shows four (4) dwellings at the property; City directories show residential tenants 13

64 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc Walter Makaroski (S1/2 of Lot 7, Blk E, Plan 653) Residential housing Residential City Directories show various commercial tenants including Goodrich Sponge Products Canada Ltd., Calvert Fire Insurance Co., Canada Starch Co., and Diamond Financial Corp Werner Rappoport (Lot 10, Blk E, Plan 653) Residential housing Residential 1956 aerial shows four (4) dwellings at the property; 1958 FIP shows no structures at the property; City Directories show various commercial tenants including Goodrich Sponge Products Canada Ltd., Calvert Fire Insurance Co., Canada Starch Co., and Diamond Financial Corp Don Argiris (N1/2 of Lot 7, Blk E, Plan 653) Office building Commercial 1958 FIP shows no structures at the property; City Directories from the late 1950s show Aviquipo Inc., Telephone Answering Services, Commercial Credit Corp Ltd., Canada Starch Co., Calvert Fire Insurance Co., Goodrich Sponge Products Canada Ltd Glencoe Investments Limited (S1/2 of Lot 7, Blk E, Plan 653) Office building Commercial 1958 FIP shows no structures at the property; City Directories from the late 1950s show Aviquipo Inc., Telephone Answering Services, Commercial Credit Corp Ltd., Canada Starch Co., Calvert Fire Insurance Co., Goodrich Sponge Products Canada Ltd Aerial shows no structures at the property; Prestige Buildings Corporation Limited (entire property) Parking lot of office building Commercial City Directories from the early 1960s show various commercial tenants, including Mutual Readers League of Toronto, Crystophane Co. of Canada and Telephone Answering Services and National Cash Register at the entire municipal property, which extends beyond Lots 7 & Inter-York Securities Limited Parking lot of office building Commercial No additional information available Inter York Securities 60% int., Kilmory Holdings Limited, 25% int, Janwin Investments Limited 15% int. Parking lot of office building Commercial 1977 & 1987 aerials show no structures at the property; City Directories from 1980 show various commercial tenants including Telephone Answering Services, National Cash Register and TAS Communications at the entire municipal property Eglinton East Investments Inc. Parking lot of office building Commercial City Directories show various commercial tenants including Lofranco & Longley Barr and Sol, Milan s Bistro, Diamond Financial Corp., Ontario Accident & Benefits, Career Canada College, Duskwood Investments Inc., Shark City Bar & Grill, The Toronto School of Business at the entire municipal property 14

65 Year Name of Owner Description of Property Use Property Use 1 Other Observations from Aerial Photographs, Fire Insurance Plans, Etc Eglinton Avenue East Inc. Parking lot of office building Commercial 2002, 2005 & 2007 Aerial show no structures at the property Eglinton Lillian Investments Limited Parking lot of office building Commercial 2007 & 2009 Aerial show no structures at the property current Madison Eglinton Limited Property redeveloped circa 2012 Commercial 2013 aerial shows site redevelopment. Notes: 1 for each owner, specify one of the following types of property use (as defined in O.Reg. 153/04) that applies: Agriculture or other use Commercial use Community use Industrial use Institutional use Parkland use Residential use 2 - when submitting a record of site condition for filing, a copy of this table must be attached 15

66 Phase Two Conceptual Site Model Madison Eglinton Limited This section presents the Phase Two Conceptual Site Model (P2CSM) providing a narrative, graphical and tabulated description integrating information related to the Site geologic and hydrogeologic conditions, areas of potential environmental concern/potential contaminating activities, the presence and distribution of potential contaminants of concern, contaminant fate and transport, and potential exposure pathways. The P2CSM was completed in accordance with Ontario Regulation 153/04, as amended (O.Reg.153/04), as defined by the Ontario Ministry of the Environment and Climate Change (MOECC). 1 Introduction The Site consists of contiguous parcels of land with the following municipal addresses in the City of Toronto, Ontario: 89 Dunfield Avenue 98 Lillian Street Eglinton Avenue East Lillian Street The Site has recently undergone redevelopment activities. The Site is situated within a mixed commercial and residential midtown area of Toronto; and, is located on the south side of Eglinton Avenue East. Refer to Drawing 1 for the Site Location Plan. Prior to Site redevelopment, three (3) commercial buildings were located at the northeast portion of the Site; and, the remainder of the Site consisted of a paved parking lot. Currently, the Site is undergoing redevelopment activities for which the areal extent of the Site (up to the property boundary limits) was excavated to a minimum of 15 m below grade. The future Site building will include a shared five (5) level underground parking garage, a commercial space across the entire ground level, and two (2) residential towers extending from the commercial ground level. The five (5)1level underground parking garage will occupy an area of 5,690 m 2, 100% of the total Site. The location of the on1site features prior to Site redevelopment activities is outlined in Drawing 2. Following Site redevelopment, the building footprint will occupy the areal extent of the Site; and as such, a drawing outlining on1site features post Site redevelopment is not available at this time. Refer to Table 1 for the Site identification information. Table 1: Site Identification Information Municipal Address Current Land Use 89 Dunfield Avenue, Toronto, ON 98 Lillian Street, Toronto, ON Eglinton Avenue East, Toronto, ON Lillian Street, Toronto, ON Commercial Phase Two Conceptual Site Model

67 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 Proposed Land Use Legal Description Property Identification Number (PIN) Residential Lots 1 to 6 (all inclusive) and Part of Lots 7, 8 and 10 of Block E on Registered Plan 653 (York), City of Toronto (LT) Assessment Roll Number (ARN) and Universal Transverse Mercator (UTM) coordinates Zone 17, Easting , Northing Site Area Property Owner Owner Contact Owner Address 0.6 hectares (1.5 acres) Madison Eglinton Limited Dawn Spironello 369 Rimrock Road, Toronto, ON M3J 3G2 2 Potentially Contaminating Activities and Areas of Potential Environmental Concern 2.1 Potentially Contaminating Activities Refer to Table 2 for the list of potentially contaminating activities (PCAs) that have occurred within the Phase One Study Area, which includes the Site and properties within 250 m radius of the Site boundaries. Table 2: Potentially Contaminating Activities PCA Location Former on1site dry cleaning operations (117 Eglinton Avenue East) Former on1site diesel fuel spill of approximately 200 L (former 85 Eglinton Avenue East) 72 Eglinton Avenue East (approximately 70 m upgradient of the Site) Presence of a fuel oil tank (5,072 L) off1site 116 Eglinton Avenue East (approximately 25 m upgradient of the Site) Historical presence of a fuel oil tank off1site 120 Eglinton Avenue East (approximately 25 m upgradient of the Site) Former chemical and allied product wholesaler off1site 170 Eglinton Avenue East (approximately 100 m trans1gradient of the Site) Former dry cleaning operations off1site 38 Holly Street (approximately 125 m trans1 gradient of the Site) Presence of a gasoline tank off1site PCA Number PCA #37 Operation of Dry Cleaning Equipment, where chemicals are used PCA #28 Gasoline and Associated Products Storage in Fixed Tanks PCA #28 Gasoline and Associated Products Storage in Fixed Tanks PCA #28 Gasoline and Associated Products Storage in Fixed Tanks PCA #8 Chemical Manufacturing, Processing and Bulk Storage PCA #37 Operation of Dry Cleaning Equipment, where chemicals are used PCA #28 Gasoline and Associated Products Storage in Fixed Tanks Yes Yes Yes Yes Yes Contributing to an APEC? No trans1gradient and over 50 m away No trans1gradient and over 50 m away 2

68 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 PCA Location 38 Holly Street (approximately 125 m trans1 gradient of the Site) Listed commercial auto body shop off1site 48 Lillian Street (approximately 50 m downgradient of the Site) Listed gasoline tank off1site PCA Number PCA #10 Commercial Auto body Shops PCA #28 Gasoline and Associated Products Storage in Fixed Tanks Contributing to an APEC? No trans1gradient and over 50 m away No downgradient and over 50 m away It should be noted that no storage tanks associated with a PCA were ever identified on1site. Refer to Drawing 4 for an overview of the PCAs within the Site. 2.2 Areas of Potential Environmental Concern Based on the evaluation of the PCAs located within the Phase One Study Area, three (3) areas of potential environmental concern (APECs) were identified, as presented in Table 3. Table 3: Areas of Potential Environmental Concern APEC Location APEC 1 (northeast portion of the Site) APEC 2 (northwest portion of the Site) APEC 3 (northern portion of the Site) Associated PCA Number PCA #37 Operation of Dry Cleaning Equipment, where chemicals are used (the former presence of a former dry cleaner on1site) PCA #28 Gasoline and Associated Products Storage in Fixed Tanks (the former diesel fuel spill on1site) PCA #28 Gasoline and Associated Products Storage in Fixed Tanks (the former fuel oil tank off1site); and, with PCA #8 Chemical Manufacturing, Processing and Bulk Storage (the former presence of a chemical wholesaler off1site) Potential Contaminants of Concern (PCOCs) and Media Halogenated VOCs: Soil and groundwater BTEX and PHCs: Soil and groundwater BTEX, PHCs and VOCs: Groundwater Refer to Drawing 4A for a Site plan with the location of the APECs; and, to Drawing 6 for a borehole/monitoring well location plan with the location of the APECs. 2.3 Underground Utilities The underground utilities were formerly located between the eastern Site building and the two (2) western Site buildings; southeast of the western building; and, at the northwestern portion of the Site. As such, there was potential for underground utilities to have affected the distribution and transport of contaminants located in these areas of the Site prior to Site redevelopment. The approximate location of the former underground service utilities prior to Site redevelopment activities is illustrated on the Site plan in Drawing 5. 3

69 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October Physical Site Description 3.1 Stratigraphy Prior to the redevelopment activities at the Site, the general stratigraphy at the Site consisted of surficial asphalt and fill material, overlying native till material comprising of alternating layers of silty clay/clayey silt and silt/silty sand. Bedrock was not encountered at the depths investigated in the drilling programs, which extended to a maximum depth of approximately 37 m; however, the approximate depth to bedrock is estimated to be between 70 and 75 m. The Site stratigraphy characteristics are summarized in Table 4. Table 4: Site Stratigraphy Location Stratigraphy Approximate Elevation Range (m AMSL) Surface Asphalt, former building footprints Surficial (~163) Fill material ~163 to 162 Overburden Bedrock Alternating layers: 1. Silty clay/clayey silt 2. Silt/Silty sand 3. Silty clay/clayey silt 4. Silt/sandy silt 5. Silty clay/clayey silt Georgian Bay formation shale and limestone Alternating layers: 1. ~162 to ~155 to ~140 to ~138 to <134 <93 The approximate depth to bedrock is between 70 and 75 m below grade. Refer to the geological cross sections in Drawings series 7A, 8A and 9A for an overview of the Site stratigraphy prior to Site excavation. 3.2 Hydrogeology The Site hydrogeological characteristics are summarized in Table 5. Table 5: Site Hydrogeological Characteristics Descriptor Affected Aquifer Depth to Groundwater Groundwater Elevation Direction of Groundwater Flow Hydraulic Conductivity Average Hydraulic Conductivity Horizontal Hydraulic Gradient Groundwater Native Sand/Sandy Silt Unit to m to m AMSL Southeast 1.34 x to 5.05 x m/s 3.33 x m/s to m/m 4

70 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 Descriptor Affected Aquifer Groundwater Native Sand/Sandy Silt Unit Average Horizontal Hydraulic Gradient m/m Vertical Hydraulic Gradient m/m in an upward direction m bgs = meter below ground surface; m AMSL = meters above mean sea level Based on the interpreted groundwater contour plans as indicated on Drawing 10, groundwater is generally flowing to the southeast toward the West Don River. 3.3 Site Sensitivity The Site Sensitivity classification with respect to the conditions set out under Section 41 and 43.1 of O.Reg.153/04 were evaluated to determine if the Site is sensitive, as presented in Table 6. Table 6: Site Sensitivity Sensitivity Classification (i) property is within an area of natural significance (ii) property includes or is adjacent to an area of natural significance or part of such an area (iii) property includes land that is within 30 m of an area of natural significance or part of such an area Does Sensitivity Apply to Site? No No No Section 41 applies if Section 43.1 applies if (iv) soil at property has a ph value for surface soil less than 5 or greater than 9 (v) soil at property has a ph value for sub1surface soil less than 5 or greater than 11 (vi) a qualified person is of the opinion that, given the characteristics of the property and the certifications the qualified person would be required to make in a record of site condition in relation to the property as specified in Schedule A, it is appropriate to apply this section to the property (i) property is a shallow soil property (ii) property includes all or part of a water body or is adjacent to a water body or includes land that is within 30 m of a water body No No No No No 3.4 Remediation and Management Activities Remedial excavations were conducted at the Site in a staged approached extending to various depths and locations. All confirmatory soil sampling was conducted in accordance with O.Reg.153/04, where available based on presence or absence of sidewalls, as described below. Prior to any soil excavation, the above grade building structures were demolished. All below grade building foundation walls (approximately 6 m in depth) remained at the Site. Continuous caisson walls were then installed at all property boundaries, up to approximately 23 m in depth. Localized remedial soil excavations (Areas 1 and 2) were conducted to remove impacted material and to cost effectively manage the soil disposal activities. Due to the presence of remaining building foundation walls and the newly installed caisson walls, some excavations were extended to these barriers. 5

71 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 The following paragraphs detail each remedial excavation that was conducted at the Site. Area 1 Excavation Excavation Area 1 was conducted to address the BTEX and PHC impacts. It was advanced to a depth of 5.0 m, approximately 400 m 2 in size, extending to the north property boundary and the existing building to the east. Based on the size of the excavation and the available sidewalls (west and south walls), the total number of confirmatory samples collected include four (4) floor and four (4) wall samples. The north extent of the excavation was to the north property boundary where the caisson wall was present. The east extent of the excavation was to the remaining building foundation at that time, which extended deeper than the entire depth of the excavation at Area 1. As such, there was no soil present at the north and east excavation sidewalls; and therefore, soil samples were not collected from these walls. Area 2 Excavation Excavation Area 2 was conducted to address the metal impacts at the western portion of the Site. It was advanced to a depth of 1.0 m, approximately 4 m 2 in size, surrounding test pit TP3. Based on the size of the excavation and the available sidewalls (all walls), the total number of confirmatory samples collected include two (2) floor and two (2) wall samples. All regulatory1required floor and sidewall samples were collected. Removal of the building foundations was then conducted, which included the removal of impacted soil at and within vicinity of borehole BH104. Area 3 Excavation Excavation Area 3 was conducted to address the VOC impacts. It was advanced to a depth of 13.2 m, approximately 100 m 2 in size, surrounding borehole BH104. At the time of this excavation, there were no sidewalls present. As such, based on the size of the excavation and the available sidewalls (none), the total number of confirmatory samples collected included five (5) floor samples. Area 3 Excavation was completed in conjunction with the removal of the south building foundation walls. Due to the nature of this type of construction activity, a substantial excavation cavity with a gradual depression typically remains. The result is that the floor and walls cannot be distinguished. As such, five (5) samples were collected in the vicinity of the former 1,41dichlorobenzene impacted area, all at depths of approximately 13.2 m. Removal of soil across the entire Site was conducted to a depth of approximately 13.2 m to allow for the construction of the below grade structures. Area 4 Excavation Excavation Area 4 was the Site1wide excavation for construction purposes; it served as the remedial excavation limits to address the inorganic impacts; and, it also served as the remedial excavation limits to address the barium impact at the eastern portion of the Site. It was advanced to a depth of 13.2 m, approximately 6,000 m 2 in size, extending to all property boundaries. Based on the size of the excavation and the available sidewalls (none), the total number of confirmatory samples collected included twelve (12) floor samples. This excavation was extended to all property boundaries, where the caisson walls were present. As such, there was no soil present at the excavation sidewalls; and therefore, soil samples were not collected the sidewalls. The areas of each excavation and locations of confirmatory soil samples are presented in Drawings 11A to 14A. It is noted that although EC and SAR impacts were detected in confirmatory soil samples collected from excavation Area 2, at depths between 0.7 and 1.0 m bgs, the confirmatory soil samples for EC and SAR from excavation Area 4, at depths of 13.2 m bgs, were below the MOECC (2011a) Table 3 SCS; as such, no EC and SAR impacts in soil remain on Site. 6

72 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 A summary of each excavation and corresponding confirmatory samples is provided in Table 7. All confirmatory soil sampling was conducted in accordance with O.Reg.153/04, where available, based on presence or absence of sidewalls. Table 7: Excavation Summaries Excavation ID Approximate Floor Area (m 2 ) Contaminants of Concern Number of Confirmatory Floor Samples Number of Confirmatory Sidewall Samples Area PHC1related 4 4 (1) Area 2 4 Metals 2 2 Area ,41Dichlorobenzene 5 0 (2) Area 4 6,000 Inorganics 12 0 (3) (1) Only two (2) sidewalls were available for sampling, due to presence of caisson wall or building foundation. (2) No sidewalls were available for sampling, due to the nature of the construction activities. (3) No sidewalls were available for sampling, due to presence of caisson walls. All soils were disposed at a MOECC licensed waste disposal facility. The total volume of soil removed from the Site was approximately 85,524 m Soil Importation No soil was brought from another property and placed on1site. 3.5 Land Use The Site is currently commercial land use, is vacant and undergoing Site redevelopment activities. The proposed use of the Site will be for mixed residential/commercial purposes. As such, the future use of the Site will be considered residential, given that this is the most sensitive land use scenario. The proposed Site building will include five (5) levels of underground parking covering the entire property; shared ground floor commercial space; followed by two (2) residential towers with multi1unit condominiums. 4 Contaminants of Concern The MOECC (2011a) Table 3: Full Depth Generic Site Condition Standards (SCS) in a Non1Potable Ground Water Condition for Residential/Parkland/Institutional Property Use and coarse textured soils were considered applicable for determining contaminants of concern (COCs), based on the reasons presented in Table 8. 7

73 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 Table 8: Site Condition Standards Descriptor Section 41 Site Sensitivity Section 43.1 Site Sensitivity Ground Water Land Use Soil Texture Not applicable Site6Specific Condition o The soil at the Site has ph values between 5 and 9 for surficial soil; and, between 5 and 11 for subsurface soil. o The Site is not located within, or adjacent to, an area of natural significance, or part of such an area; and, the Site does not include land that is within 30 m of an area of natural significance, or part of such an area. Not applicable o The Site is not considered a shallow soil property, based on the recovered soil cores, which indicated that more than two1thirds of the Site has an overburden thickness in excess of 2 m; and, o The Site is not located within 30 m of a surface water body; the nearest surface water body, a tributary of the West Don River, is located approximately 1.1 km to the northeast. Non1Potable o The Site and surrounding properties are supplied by the City of Toronto municipal drinking water system and no potable water wells are located on the Site or within 250 m of the Site. Residential/Parkland/Institutional o The future use of the Site will be residential land use Coarse1textured o The predominant texture of soils at the Site is considered to be coarse textured, based on grain size analysis previous conducted An analyte was selected as a contaminant of concern (COC) if it had a maximum detected concentration in soil or groundwater in excess of the MOECC (2011a) Table 3 SCS. Previous investigations indicated the presence of ethylbenzene, xylenes, petroleum hydrocarbons (PHCs), 1,41dichlorobenzene, hexane, select metals, electrical conductivity (EC) and sodium adsorption ratio (SAR) in soil at concentrations in excess of the Table 3 SCS. However, exp conducted remedial activities in accordance with O.Reg.153/04 to effectively remove the impacted soil. As part of the remedial activities, exp advanced four (4) soil excavations (Area 1, Area 2, Area 3 and Area 4), at the former soil impact locations; and, collected confirmatory soil samples from the walls and floor of each excavation per the O.Reg.153/04 requirements. Based on the remedial activities conducted at the Site, all former soil impacts were effectively remediated/removed in accordance with O.Reg.153/04, and are no longer present at the Site. As such, there are no COCs in soil. Based on the reported groundwater analytical results, PHC F2, chloroform and PCE were detected at concentrations above the Table 3 SCS in the groundwater samples. Furthermore, given that PCE has the potential to degrade into toxic daughter products, the following parameters were also identified as COCs in groundwater: 1,11dichloroethylene (1,11DCE), cis11,21dichloroethylene (cis11,21dce), trans11,21 dichloroethylene (trans11,21dce), trichloroethylene (TCE) and vinyl chloride. It should be also noted that nitrate was detected at a concentration above the laboratory RDL in the groundwater sample submitted from monitoring well MW1 on December 24, 2010, but no MOECC (2011a) SCS exist. Nitrates are present in groundwater as a result of decay of plant or animal material, the use of agricultural fertilizers, domestic sewage or treated wastewater contamination, or geological formations containing soluble nitrogen compounds (MOECC, 2006). Although there are no available MOECC (2011a) SCS, the detected nitrate concentration of 1,070 Lg/L is below the Ontario Provincial Groundwater Monitoring Information System (PGMIS) 95 th percentile background concentration of 7,120 Lg/L for the sum of nitrate and nitrite. Based on the above, it is the opinion of the QPESA and QPRA that 8

74 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 nitrate is not a COC at the Site; and as such, nitrate will not be carried forward as a COC in the risk assessment, and no PSS will be developed. Based on these approaches the following COCs were identified: Soil: o No COCs Groundwater: o o o PHC F2 Chloroform Chlorinated VOCs: PCE and daughter products 1,11DCE, cis11,21dce, trans11,21dce, TCE and vinyl chloride 4.1 Soil and Groundwater Impacts The soil impacts prior to Site excavation included ethylbenzene, xylenes, hexane, PHC F1 to F3, 1,41 dichlorobenzene, and select metals and inorganic parameters. The ethylbenzene, xylenes, hexane, and PHC F1 to F3 impacts were encountered west of the former building; 1,41dichlorobenzene impacts were encountered south of the former building; the metal impacts were encountered at the western and eastern Site boundaries; and, the inorganic impacts were encountered across the areal extent of the Site. However, as previously indicated, the former soil impacts were removed and disposed off1site as part of the Site remedial and redevelopment activities. All confirmatory soil samples following the soil excavations were below the MOE (2011a) Table 3 SCS. There are currently no COCs present in soil. It should be noted that although groundwater impacts were detected at the Site, they were effectively removed as part of the excavation program/site redevelopment, which included the removal of material from property boundary to property boundary to a depth of 15 m bgs. However, given that post1 excavation groundwater sampling was not conducted in accordance with O.Reg.153/04, these groundwater impacts are assumed to be present at the Site. Details of the delineation, source and distribution of the impacts are summarized in Tables 9 and 10. Table 9: Delineation of Soil and Groundwater Impacts Impacts Parameter Group and Media Horizontal Delineation Associated Figures Vertical Delineation Associated Figures 1 Former PHC1related impacts in soil Northwest portion of Site (TP4, BH103 & BH209) Figure 11: Pre1 Excavation Figure 11A: Confirmatory Sampling Post1 Excavation Fill material and shallow overburden material (up to ~4 m below grade) Figure 7A1i: Pre1 Excavation Figure 7B1i: Confirmatory Sampling Post1 Excavation 2 Former 1,41 Dichlorobenzene impacts in soil Central portion of Site (BH104) Figure 12: Pre1 Excavation Figure 12A: Confirmatory Sampling Post1 Excavation Fill material and shallow overburden material (up to ~4 m below grade) Figure 7A1ii: Pre1 Excavation Figure 7B1ii: Confirmatory Sampling Post1 Excavation 3 Former metal impacts in soil Two (2) locations: Western portion of Site Figure 13: Pre1 Excavation Western portion: Fill material (up to ~1 m Figure 9A1i: Pre1 Excavation 9

75 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 Impacts Parameter Group and Media Horizontal Delineation Associated Figures Vertical Delineation Associated Figures (TP4) and Eastern portion of Site (BH8) Figure 13A: Confirmatory Sampling Post1 Excavation below grade) Eastern portion: Fill material and shallow overburden (up to ~2 m below grade) Figure 9B1i and 9B1 ii: Confirmatory Sampling Post1 Excavation 4 Former salt1related impacts in soil Across entire Site Figure 14: Pre1 Excavation Figure 14A: Confirmatory Sampling Post1 Excavation Fill material and shallow overburden material (up to ~5 m below grade) Figures 7A1iii, 8A1i and 9A1ii: Pre1 Excavation Figures 7B1iii, 8B1i and 9B1ii: Confirmatory Sampling Post1 Excavation 5 PHC F2 impacts in groundwater Northwest portion of Site (shallow monitoring well BH/MW201) Figure 15 Shallow overburden (up to ~15 m below grade); delineation at deep monitoring well BH/MW1 Figure 7A1iv: Pre1 Excavation Figure 7B1iv: Post1 Excavation 6 Chloroform impacts in groundwater Across entire Site (shallow monitoring wells BH/MW206, BH/MW301 and BH/MW304) Figure 16 Shallow overburden (up to ~15 m below grade); delineation at deep monitoring wells BH/MW6, BH/MW301 and BH/MW304 Figure 8A1ii: Pre1 Excavation Figure 8B1ii: Post1 Excavation 7 Chlorinated VOC impacts in groundwater Southern portion of Site (shallow monitoring well BH/MW206) Figure 17 Shallow overburden (up to ~15 m below grade); delineation at deep monitoring well BH/MW6 Figure 9A1iii: Pre1 Excavation Figure 9B1iii: Post1 Excavation Table 10: Source and Distribution of Soil and Groundwater Impacts Impacts Parameter Group and Media Contaminants associated with each group Source Distribution Ethylbenzene 1 Former PHC1related impacts in soil Xylenes Hexane PHC F1 PHC F2 PHC F3 Likely attributed to the fuel spill at 85 Eglinton Avenue East Northwest portion of Site (TP4, BH103 & BH209) 2 Former 1,41 Dichlorobenzene impacts in soil 1,41Dichlorobenzene Unknown Central portion of Site (BH104) Western portion: Barium 3 Former metal impacts in soil Boron (HWS) Lead Mercury Selenium Eastern portion: Likely attributed to placement of fill material of unknown quality Western portion of Site (TP4) and Eastern portion of Site (BH8) 10

76 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 Impacts Parameter Group and Media Contaminants associated with each group Source Distribution Barium 4 Former salt1related impacts in soil Electrical Conductivity Sodium Adsorption Ratio Likely attributed to salting activities at parking lot on1 Site Across entire Site 5 PHC F2 impacts in groundwater PHC F2 Likely attributed to the fuel spill at 85 Eglinton Avenue East Northwest portion of Site (shallow monitoring well BH/MW201) 6 Chloroform impacts in groundwater Chloroform Likely attributed to leaking water supply piping Across entire Site (shallow monitoring wells BH/MW206, BH/MW301 and BH/MW304) PCE 7 Chlorinated VOC impacts in groundwater TCE 1,11DCE cis11,21dce trans11,21dce Vinyl chloride Likely attributed to former on1site and off1site dry cleaning facilities Southern portion of Site (shallow monitoring well BH/MW206) 4.2 Contaminant Fate and Transport The potential COCs found at the Site comprised PHC F2, chloroform and PCE in groundwater; the dechlorination degradation products of PCE were also considered, including 1,11DCE, cis11,21dce, trans1 1,21DCE, TCE and vinyl chloride. A variety of physical, chemical and biochemical mechanisms affect the fate and transport of the potential COCs in groundwater, the contribution of which is dependent on the soil and groundwater conditions, and the chemical/physical properties of the COCs. Relevant fate and transport mechanisms are advection, dispersion, molecule diffusion, phase partitioning including adsorption and ion exchange, chemical and biochemical reaction. The relevant physical properties are; water solubility, saturated vapour pressure, Henry s Law Constants (as a measure of the potential for partitioning into the vapour phase) and, the sorption partition coefficient (as a measure of the potential for surface interactions or solid phase). Concentrations of the groundwater COCs will be reduced and mass velocities retarded while being transported along the groundwater flow paths by the combined effects of mechanical dispersion and molecular diffusion. Molecular diffusion is mixing arising from concentration gradients and differences in molecule thermal energies and velocities. Mechanical dispersion is mixing arising from differences in fluid velocities both within pores as a result of frictional effects and along flow paths due to differences in pore geometry and orientation. The greater contribution is provided by mechanical dispersion by as much as four (4) orders of magnitude as compared to molecular diffusion. Concentrations of the COCs will be also be reduced by bulk mixing of groundwater up1gradient of the source zone with the source zone groundwater. The groundwater COCs have moderate Henry s Law constants and as such are considered volatile chemical constituents. As a result, and under optimal conditions, these compounds may partition from soil or groundwater into soil gas in the soil unsaturated zone and potentially be transported through soil gas under the influence of pressure and partial pressure gradients to outdoor air or the indoor air of an overlying building. As compounds with low to moderate organic carbon partition coefficient, the movement of COCs can also be retarded by sorption on to organic carbon associated with soil mineral particles. The degree of 11

77 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 retardation is dependent on the organic carbon content of the soil mineral particles and the magnitude of the organic carbon partition coefficient. As a result of the physical and chemical processes affecting the fate and transport of COCs at the Site, the mass velocities of these chemical constituents can be expected to be much less than the linear groundwater velocity. Details on the reason for discharge of the impacts are summarized in Table 11. Table 11: Reason for Discharge of Soil and Groundwater Impacts Impacts Parameter Group and Media Former PHC1related impacts in soil Former 1,41 Dichlorobenzene impacts in soil Former metal impacts in soil Former salt1related impacts in soil PHC F2 impacts in groundwater Chloroform impacts in groundwater Chlorinated VOC impacts in groundwater Reason for discharge Likely attributed to the fuel spill at 85 Eglinton Avenue East Unknown Likely attributed to placement of fill material of unknown quality Likely attributed to salting activities at parking lot on1site Likely attributed to the fuel spill at 85 Eglinton Avenue East Likely attributed to leaking water supply piping Likely attributed to former on1site and off1site dry cleaning facilities Preferential Pathways The preferential pathways for contaminants present in groundwater media include various underground utilities, building footings and surface features. The former underground utilities were predominantly located at the northern portion of the Site; however, various catch basins were identified at other areas of the Site, likely connecting a sewer system. As such, there was a potential for underground utilities to affect the distribution and transport of groundwater and soil vapour contaminants located on the Site, including potential vapour intrusion into the former on1 Site buildings. However, given that the shallowest depth to groundwater at the Site was approximately 12.9 m below grade, it was unlikely that the former underground utilities were significantly affecting the distribution and transport of groundwater contaminants. Refer to Drawing 5 for the Underground Utilities Plan Prior to Site Redevelopment. Given that the future building layout will include five (5) levels of underground parking, extending to depths of approximately 15 m below grade, there is a potential for the future building footings to affect the distribution and transport of groundwater and soil vapour contaminants located on the Site, including potential vapour intrusion into the former on1site buildings. Future underground utilities may also affect the migration of soil vapour migration, but unlikely to affect the movement of groundwater, given the depth to groundwater impacts. Details on the preferential pathways for the impacts are summarized in Table

78 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 Table 12: Preferential Pathways G. anything known about migration of the contaminants present on, in or under the phase two property at a concentration greater than the applicable site condition standard away from any area of potential environmental concern, including the identification of any preferential pathways, Former utilities likely would have affected soil vapour migration, but groundwater impacts were too deep to be significantly affected by utilities. Future utilities may affect soil vapour migration. Future building footings may affect soil vapour and groundwater migration Climatic Conditions It is noted that climatic or meteorological conditions may influence the distribution and migration of COCs at the Site. Seasonal fluctuations in groundwater due to cyclical increases and decreases in precipitation can affect groundwater recharge. Groundwater levels may be elevated in the spring and fall due to snow melt and/or increases in precipitation; and, groundwater levels may be lowered in the winter and summer due to snow storage and/or increased evaporation. Such fluctuations can increase the vertical distribution of COCs in the capillary zone, as well as alter the direction of groundwater flow paths based on changes in infiltration rates. However, based on the conditions observed at the Site and the deep depth of groundwater, it is not anticipated that the climatic or meteorological changes will result in significant alterations in the distribution of contaminants. Details on the climatic or meteorological conditions are summarized in Table 13. Table 13: Climatic or Meteorological Conditions H. climatic or meteorological conditions that may have influenced distribution and migration of the contaminants, such as temporal fluctuations in ground water levels, and Some groundwater fluctuations are expected at the Site, but not significant variation due to the deep depth of groundwater Soil Vapour Migration Given that volatile contaminants are present in groundwater, there is a potential for soil vapours to be present to be emitted from the groundwater, migrate upwards along the future building footings and laterally along underground utility services and, eventually migrate into the future overlying building or the atmosphere. The groundwater impacts are located at depths of approximately 12.9 m and below. Although there is a potential for vapours to be emitted from the groundwater and migrate into the building, there is a significant distance between the subsurface impacts and the occupied building spaces; and, the future underground utilities are also expected to be at considerably shallow depths (within top 3 m below grade). Soil vapour flow is greatest within 1 to 2 m below the building foundation (MOECC 2011b); as such, the soil permeability of backfill beneath the building foundation will affect the soil vapour flow rate. Furthermore, pressure gradients (i.e. depressurization of the indoor airspace of the building) created by temperature differences between indoor and outdoor air may affect soil gas flow rate by creating a stack effect, whereas warm air rises, it is replaced by air infiltrating through doors and windows, and soil gas migrating through the foundation. 13

79 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 As such, there is a potential exposure risk to vapours migrating into the building; and as a result, risk management measures are in place to ensure that this potential exposure pathway is mitigated, through the implementation of institutional controls (i.e. underground parking garage and site restriction). It is noted that the future Site building will include five (5) levels of underground parking that cover the entire Site; followed by a shared ground floor commercial space; followed by two (2) high1rise residential condominium towers. The building heating, ventilation and air conditioning (HVAC) systems are designed to prevent air coming from the underground parking garage from entering the above grade structures, through the use of airlocks. Furthermore, the building is designed in accordance with the Building Code, which does not allow the garage air to enter the above grade building structure. The HVAC system operating the commercial ground floor space will also be separate than the residential floors. Details on soil vapour migration are summarized in Table 14. Table 14: Soil Vapour Migration I. if applicable, information concerning soil vapour intrusion of the contaminants into buildings including, 1. relevant construction features of a building, such as a basement or crawl space, 2. building heating, ventilating and air conditioning design and operation, and 3. subsurface utilities, There is a potential for soil vapours to be present within the subsurface (sourced from groundwater); migrate along preferential pathways such as building footings and underground utility services; and, eventually migrate into an overlying building or the atmosphere. The future Site building will include five (5) levels of underground parking that cover the entire Site; followed by a shared ground floor commercial space; followed by two (2) high1rise residential condominium towers. Soil vapours may come into contact with the building slab and migrate through cracks in the basement or floor. The HVAC systems are designed to prevent air coming from the underground parking garage from entering the above grade structures, through the use of airlocks. Furthermore, the building is designed in accordance with the Building Code, which does not allow the garage air to enter the above grade building structure. The HVAC system operating the commercial ground floor space will also be separate than the residential floors. Underground utilities could affect soil vapour migration, given that several lines will be connected to the future building. 5 Exposure Pathways 5.1 Human Health Receptors and Exposure Pathways The Site is currently vacant, undergoing redevelopment activities; and, is expected to be used for mixed commercial and residential land use of the Site. Therefore, the potential on1site human receptors consist of long1term workers (adult and teen), short1term workers (adult and teen), residents (adult, teen, child, toddler and infant), recreational property visitors (adult, teen, child, toddler and infant); and, construction workers (adult and teen). The COCs present at the Site were observed in groundwater media. There is a potential for select on1 Site receptors to come into direct contact with contaminated groundwater media. Furthermore, given that select COCs are considered to be volatile, there is a potential for select on1site receptors to come into indirect contact with COCs, through the volatilization of parameters into soil gas followed by the migration of vapours to outdoor air or intrusion into an overlying building. The potential on1site exposure pathways considered for the long1term workers, short1term workers, residents and property visitors are the indoor air inhalation (groundwater source) exposure pathways. 14

80 Madison Eglinton Limited P2CSM 101 Eglinton Avenue East, Toronto, ON BRM% %H0 October 2015 The potential on1site exposure pathways considered for the construction workers are the outdoor air inhalation (groundwater source), groundwater dermal contact and incidental groundwater ingestion exposure pathways. Refer to Drawing 18 for the human health conceptual exposure model. 5.2 Ecological Receptors and Exposure Pathways The Site is currently vacant, undergoing redevelopment activities; and, is expected to be used for mixed commercial and residential land use of the Site. Given that the future building footprint (i.e. risk management measure [RMM]) is expected to occupy the entire extent of the Site, and exposed soil surfaces are not anticipated at the Site, there are no on1site ecological receptors. Nevertheless, potential on1site exposure pathways will be evaluated for ecological receptors in the event that RMM are not present. Relevant terrestrial receptors are terrestrial vegetation, such as trees, grasses and weeds; soil invertebrates, such as earthworms, millipedes and beetles; terrestrial birds, such as pigeons, sparrows and robins; and, terrestrial mammals, such as moles, voles and mice. The COCs present at the Site were observed in groundwater media. There is a potential for select on1 Site receptors to come into direct contact with contaminated groundwater media. Furthermore, given that select COCs are considered to be volatile, there is a potential for select on1site receptors to come into indirect contact with COCs, through the volatilization of parameters into soil gas followed by the migration of vapours to outdoor air. The potential on1site exposure pathways for terrestrial vegetation are via stem and foliar uptake of vapour. The potential on1site exposure pathways for soil invertebrates are via inhalation of vapour. The potential on1site exposure pathways for terrestrial birds and mammals are via inhalation of vapour and tissue residue ingestion. In addition, it is noted that the MOECC evaluates exposure to aquatic receptors at properties within 5 km of a surface water body; and, given that a tributary of the West Don River is located approximately 1.1 km to the northeast of the Site and, another tributary of the West Don River is located approximately 1.8 km south/southeast of the Site, aquatic receptors are also considered. The potential aquatic ecological receptors consist of aquatic vegetation, aquatic invertebrates, aquatic birds and mammals, and fish. The potential exposure pathways for aquatic vegetation are via root, stem and foliar uptake of surface water. The potential exposure pathways for aquatic invertebrates are via surface water dermal contact and surface water ingestion. The potential off1site exposure pathways for aquatic birds and mammals are via surface water dermal contact, surface water ingestion and tissue residue ingestion. The potential exposure pathways for fish are via surface water dermal contact, surface water ingestion, tissue residue ingestion and gill uptake. Refer to Drawing 19 for the ecological conceptual exposure model. 15

81 P2CSM Drawings Phase Two Conceptual Site Model

82 PROPERTY BOUNDARY EGLINTON AVE. E. BAYVIEW AVE. MT. PLEASANT RD. X:\DRAWINGS\600000\600700\600720\600724\600724H\RA JUNE 2013\OCT 13 EDITS\Oct 29th 2013\BRM H0-FIG1.dwg, 10/29/ :07:30 AM exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY YONGE ST. PROJECT TITLE AND LOCATION: RISK ASSESSMENT 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DAVISVILLE AVE. DRAWING TITLE: SITE LOCATION PLAN PROJECT NO.: BRM H0 SCALE: DATE: AS NOTED DWN.: AZ/LM DWN.: EC DWG. No.: JUNE

83 EGLINTON AVE. E. LILIAN ST. DUNFIELD AVE. X:\DRAWINGS\600000\600700\600720\600724\600724H\RA DEC 2013\DEC 16TH 2013\BRM H0-FIG2.dwg, 12/16/ :00:31 AM m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PROJECT TITLE AND LOCATION: RISK ASSESSMENT 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DRAWING TITLE: PROPERTY LAYOUT PLAN PRIOR TO SITE REDEVELOPMENT LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL PROJECT NO.: DWN. BY: BRM H0 AZ/FC/LM SCALE: DWN. CHKD: AS NOTED DJ/EC DATE: DWG. No.: DECEMBER

84 YONGE STREET A 15 25R A A BERWICK AVENUE COWBELL LANE BROADWAY AVENUE HOLLY STREET R ROEHAMPTON AVENUE EGLINGTON AVENUE EAST DUNFIELD AVENUE LILIAN STREET SOUDAN AVENUE HILLSDALE AVENUE EAST X A B REDPATH AVENUE A B BROWNLOW AVENUE A MOUNT PLEASANT ROAD A m LEGEND: PHASE ONE STUDY AREA RA PROPERTY BOUNDARY RESIDENTIAL LAND USE COMMERCIAL LAND USE MIXED COMMERCIAL/RESIDENTIAL LAND USE INSTITUTIONAL LAND USE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PROJECT TITLE AND LOCATION: RISK ASSESSMENT 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DRAWING TITLE: SURROUNDING LAND USE PLAN PROJECT NO.: BRM H0 SCALE: DATE: AS NOTED DWN. BY: FC/LM DWN. CHKD: EC DWG. No.: JUNE

85 ROEHAMPTON AVENUE X:\DRAWINGS\600000\600700\600720\600724\600724H\RA DEC 2013\DEC 16TH 2013\BRM H0-FIG4.dwg, 12/16/ :02:05 AM A A 2190 LEGEND: 1 YONGE STREET A COWBELL LANE 15 25R POTENTIALLY CONTAMINATING ACTIVITY (SEE APPENDIX D FOR DESCRIPTION) APPROXIMATE PROPERTY BOUNDARY BUILDING OUTLINE , HOLLY STREET EGLINGTON AVENUE EAST 2 DUNFIELD AVENUE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LILIAN STREET PROJECT TITLE AND LOCATION: A B RISK ASSESSMENT 101 EGLINTON AVENUE EAST TORONTO, ONTARIO 130 REDPATH AVENUE B DRAWING TITLE: BROWNLOW AVENUE POTENTIALLY CONTAMINATING ACTIVITIES A PROJECT NO.: BRM H0 SCALE: MOUNT PLEASANT ROAD AS NOTED DWN. BY: FC/LM DWN. CHKD: EC DATE: DWG. No.: DECEMBER

86 EGLINTON AVE. E. LILIAN ST. DUNFIELD AVE. LEGEND: APPROXIMATE PROPERTY BOUNDARY X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\April 22nd 2015\BRM H0-FIG4A.dwg, 4/22/ :58:03 AM m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PROJECT TITLE AND LOCATION: PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DRAWING TITLE: AREAS OF POTENTIAL ENVIRONMENTAL CONCERN (APECs) PRIOR TO SITE REDEVELOPMENT FORMER BUILDING WALL APEC 1 - FORMER DRY CLEANERS (BASED ON PCA #37) APEC 2 - FORMER DIESEL SPILL (BASED ON PCA #28) APEC 3 - FORMER FUEL OIL TANK (BASED ON PCA #28) AND FORMER CHEMICAL WHOLESALER (BASED ON PCA #8) PROJECT NO.: BRM H0 SCALE: DATE: AS NOTED APRIL 2015 DWN. BY: AZ/FC/LM DWN. CHKD: DJ/EC DWG. No.: 4A

87 EGLINTON AVE. E. SIGN LILIAN ST. DUNFIELD AVE. CB CB? CB CB X:\DRAWINGS\600000\600700\600720\600724\600724H\RA DEC 2013\DEC 16TH 2013\BRM H0-FIG5.dwg, 12/16/ :03:54 AM m LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL GAS CB CATCH BASIN OVERHEAD CABLES WATER LINE ELECTRICAL LINE BELL LINE WATER & SEWER LINE UNKNOWN LINE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PROJECT TITLE AND LOCATION: RISK ASSESSMENT 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DRAWING TITLE: UNDERGROUND UTILITIES PLAN PRIOR TO SITE REDEVELOPMENT PROJECT NO.: DWN. BY: BRM H0 LM SCALE: DWN. CHKD: AS NOTED DJ DATE: DWG. No.: DECEMBER

88 EGLINTON AVE. E. BH/MW304 B' BH2 BH302 BH/MW201 A TP1 BH202 TP2 BH/MW209 LILIAN ST. PW1 BH/MW1 BH101 BH103 BH/MW208 BH/MW305 X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\April 22nd 2015\BRM H0-FIG6.dwg, 4/22/ :02:52 AM DUNFIELD AVE m C TP3 BH3 BH203 PW2 B TP4 PW3 BH/MW301 BH204 BH/MW5 BH4 BH102 BH205 BH303 BH104 BH/MW6 BH/MW206 exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY BH/MW306 BH7 BH/MW8 BH105 PROJECT TITLE AND LOCATION: BH106 C' BH207 PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO A' DRAWING TITLE: BOREHOLE/MONITORING WELL LOCATION PLAN PRIOR TO SITE REDEVELOPMENT A-A' B-B' C-C' LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) APEC 1 - FORMER DRY CLEANERS (BASED ON PCA #37) APEC 2 - FORMER DIESEL SPILL (BASED ON PCA #28) APEC 3 - FORMER FUEL OIL TANK (BASED ON PCA #28) AND FORMER CHEMICAL WHOLESALER (BASED ON PCA #8) CROSS SECTION A-A' (SEE DRAWING 7) CROSS SECTION B-B' (SEE DRAWING 8) CROSS SECTION C-C' (SEE DRAWING 9) PROJECT NO.: BRM H0 SCALE: DATE: AS NOTED DWN. BY: LM DWN. CHKD: DJ/EC DWG. No.: APRIL

89 EGLINTON AVE. E. BH/MW304 B' AREA 4 BH2 BH302 BH/MW201 A TP1 BH202 TP2 BH/MW209 LILIAN ST. DUNFIELD AVE. PW1 BH/MW1 BH101 BH103 BH/MW208 TP4 AREA 1 BH/MW305 BH/MW8 LEGEND: AREA 2 TP3 BH3 BH203 PW3 BH/MW301 BH4 BH102 BH303 AREA 3 BH104 BH105 BH106 C' BH207 APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\April 23rd 2015\BRM H0-FIG6A.dwg, 4/23/2015 9:37:59 AM m C PW2 B BH204 BH/MW5 BH205 BH/MW6 BH/MW206 exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY BH/MW306 BH7 PROJECT TITLE AND LOCATION: PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO A' DRAWING TITLE: BOREHOLE/MONITORING WELL LOCATION PLAN FOLLOWING REMEDIAL WORKS A-A' B-B' C-C' AREA 1 AREA 2 AREA 3 AREA 4 APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) CROSS SECTION A-A' (SEE DRAWING 7) CROSS SECTION B-B' (SEE DRAWING 8) CROSS SECTION C-C' (SEE DRAWING 9) EXCAVATIONS: PETROLEUM HYDROCARBON IMPACTED AREA HEAVY METALS IMPACTED AREA VOC IMPACTED AREA EC/SAR IMPACTED AREA PROJECT NO.: BRM H0 SCALE: DATE: AS NOTED APRIL 2015 DWN. BY: LM DWN. CHKD: DJ DWG. No.: 6A

90 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL FORMER BUILDING FOOTPRINT BH303 EL BH104 EL BH7 EL X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7A

91 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL FORMER BUILDING FOOTPRINT BH303 EL BH104 EL BH7 EL BTEX PHCs BTEX PHCs HEXANE BTEX PHCs HEXANE PHCs BTEX PHCs BTEX BTEX PHCs HEXANE BTEX PHCs HEXANE BTEX PHCs HEXANE X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN SOIL TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION WITH PHC-RELATED IMPACTS IN SOIL PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7A-i

92 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL FORMER BUILDING FOOTPRINT BH303 EL BH104 EL BH7 EL ,4-D 1,4-D 1,4-D 1,4-D 1,4-D X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN SOIL TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION WITH 1,4-DICHLOROBENZENE IMPACTS IN SOIL PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7A-ii

93 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL FORMER BUILDING FOOTPRINT BH303 EL BH104 EL BH7 EL SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN SOIL TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION WITH SALT IMPACTS IN SOIL PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7A-iii

94 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL FORMER BUILDING FOOTPRINT BH303 EL BH104 EL BH7 EL PHCs PHCs PHCs X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN GROUNDWATER TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION WITH PHC IMPACTS IN GROUNDWATER PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7A-iv

95 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL BH303 EL BH104 EL BH7 EL X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE CAISSON WALL BUILDING FOUNDATION WALL FINAL SITE EXCAVATIONS TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' FOLLOWING SITE EXCAVATION PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7B

96 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL FORMER BUILDING FOOTPRINT BH303 EL BH104 EL BH7 EL BTEX PHCs X X X X X X X X HEXANE BTEX PHCs HEXANE BTEX PHCs HEXANE X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE X CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE AREA 1 EXCAVATION - FORMER PHC-RELATED IMPACTED AREA CONFIRMATORY SAMPLE COLLECTED FOR BTEX AND PHCs, AND NO IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' FOLLOWING SITE EXCAVATION (AREA 1 EXCAVATION) PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7B-i

97 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL BH303 EL BH104 EL BH7 EL X X X X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE X CAISSON WALL BUILDING FOUNDATION WALL FINAL SITE EXCAVATIONS AREA 3 EXCAVATION - FORMER VOC IMPACTED AREA CONFIRMATORY SAMPLE COLLECTED FOR 1,4-DICHLOROBENZENE AND HEXANE, AND NO IMPACT DETECTED TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' FOLLOWING SITE EXCAVATION (AREA 3 EXCAVATION) PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7B-ii

98 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL BH303 EL BH104 EL BH7 EL X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE X CAISSON WALL BUILDING FOUNDATION WALL AREA 4 EXCAVATION - FORMER SALT IMPACTED AREA CONFIRMATORY SAMPLE COLLECTED FOR EC AND SAR, AND NO IMPACT DETECTED TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' FOLLOWING SITE EXCAVATION (AREA 4 EXCAVATION) PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7B-iii

99 (EAST / SOUTHEAST) A (NORTHWEST) A' (SOUTHEAST) 164 BH/MW201 EL BH/MW1 EL BH101 EL BH/MW209 EL TP4 EL BH103 EL BH303 EL BH104 EL BH7 EL PHCs PHCs PHCs X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-7A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) UNKNOWN SERVICE LINE CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE FINAL EXTENT OF EXCAVATIONS IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN GROUNDWATER TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' FOLLOWING SITE EXCAVATION WITH PHC IMPACTS IN GROUNDWATER PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 7B-iv

100 (EAST / SOUTHEAST) B (SOUTHWEST) BH/MW5 EL BH204 EL BH102 EL BH303 EL FORMER BUILDING FOOTPRINT BH/MW208 EL FORMER BUILDING FOOTPRINT BH/MW304A BH/MW304B EL EL B' (NORTHEAST) X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-8A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE TITLE AND LOCATION: GEOLOGICAL CROSS SECTION B-B' PRIOR TO SITE EXCAVATION PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 8A

101 (EAST / SOUTHEAST) B (SOUTHWEST) BH/MW5 EL SALTS BH204 EL BH102 EL SALTS BH303 EL FORMER BUILDING FOOTPRINT SALTS BH/MW208 EL FORMER BUILDING FOOTPRINT BH/MW304A BH/MW304B EL EL SALTS B' (NORTHEAST) SALTS X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-8A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN SOIL TITLE AND LOCATION: GEOLOGICAL CROSS SECTION B-B' PRIOR TO SITE EXCAVATION WITH SALT IMPACTS IN SOIL PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 8A-i

102 (EAST / SOUTHEAST) B (SOUTHWEST) BH/MW5 EL BH204 EL BH102 EL BH303 EL FORMER BUILDING FOOTPRINT BH/MW208 EL CHLOROFORM FORMER BUILDING FOOTPRINT BH/MW304A BH/MW304B EL EL CHLOROFORM CHLOROFORM B' (NORTHEAST) X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-8A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN GROUNDWATER TITLE AND LOCATION: GEOLOGICAL CROSS SECTION B-B' PRIOR TO SITE EXCAVATION WITH CHLOROFORM IN GROUNDWATER PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 8A-ii

103 (EAST / SOUTHEAST) B (SOUTHWEST) BH/MW5 EL BH204 EL BH102 EL BH303 EL BH/MW208 EL BH/MW304A BH/MW304B EL EL B' (NORTHEAST) X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-8A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL FINAL SITE EXCAVATIONS SAMPLE COLLECTED AND NO IMPACT DETECTED TITLE AND LOCATION: GEOLOGICAL CROSS SECTION B-B' FOLLOWING SITE EXCAVATION PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 8B

104 (EAST / SOUTHEAST) B (SOUTHWEST) BH/MW5 EL BH204 EL BH102 EL BH303 EL BH/MW208 EL BH/MW304A BH/MW304B EL EL B' (NORTHEAST) SALTS X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-8A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) X CAISSON WALL BUILDING FOUNDATION WALL AREA 4 EXCAVATION - FORMER SALT IMPACTED AREA CONFIRMATORY SAMPLE COLLECTED FOR EC AND SAR, AND NO IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED TITLE AND LOCATION: GEOLOGICAL CROSS SECTION B-B' FOLLOWING SITE EXCAVATION (AREA 4 EXCAVATION) PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 8B-i

105 (EAST / SOUTHEAST) B (SOUTHWEST) BH/MW5 EL BH204 EL BH102 EL BH303 EL BH/MW208 EL CHLOROFORM BH/MW304A BH/MW304B EL EL CHLOROFORM CHLOROFORM B' (NORTHEAST) X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-8A&B.dwg VERTICAL SCALE: AS SHOWN HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY m LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL FINAL EXTENT OF EXCAVATION IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN GROUNDWATER TITLE AND LOCATION: GEOLOGICAL CROSS SECTION B-B' FOLLOWING SITE EXCAVATION WITH CHLOROFORM PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: EC RM 8B-ii

106 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE TITLE AND LOCATION: GEOLOGICAL CROSS SECTION C-C' PRIOR TO SITE EXCAVATION PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9A

107 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN SOIL TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION WITH METAL IMPACTS IN SOIL PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9A-i

108 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS SALTS VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN SOIL TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION WITH SALT IMPACTS IN SOIL PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9A-ii

109 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) cvoc cvoc cvoc cvoc cvoc cvoc cvoc VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL APPROXIMATE WATER TABLE IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN GROUNDWATER TITLE AND LOCATION: GEOLOGICAL CROSS SECTION A-A' PRIOR TO SITE EXCAVATION WITH CHLORINATED VOC IMPACTS IN GROUNDWATER PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9A-iii

110 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL FINAL SITE EXCAVATIONS TITLE AND LOCATION: GEOLOGICAL CROSS SECTION C-C' FOLLOWING SITE EXCAVATION PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9B

111 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) A2NW A2B1 A2SW A2B2 METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS METALS VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: ASPHALT FILL SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) X CAISSON WALL BUILDING FOUNDATION WALL AREA 2 EXCAVATION - FORMER METALS-RELATED IMPACT AREA CONFIRMATORY SAMPLE COLLECTED FOR METALS AND NO IMPACT DETECTED TITLE AND LOCATION: GEOLOGICAL CROSS SECTION C-C' FOLLOWING SITE EXCAVATION (AREA 2 EXCAVATION) PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9B-i

112 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) Sa8 EC, SAR Sa7 EC, SAR Sa6 EC, SAR Sa4 METALS, EC, SAR Sa2 METALS, EC, SAR Sa3 METALS, EC, SAR Sa1 METALS, EC, SAR VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) X CAISSON WALL BUILDING FOUNDATION WALL AREA 4 EXCAVATION - FORMER SALT IMPACT AREA CONFIRMATORY SAMPLE COLLECTED FOR EC AND SAR OR METALS, AND NO IMPACT DETECTED TITLE AND LOCATION: GEOLOGICAL CROSS SECTION C-C' FOLLOWING SITE EXCAVATION (AREA 4 EXCAVATION) PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9B-ii

113 (EAST / SOUTHEAST) C (WEST) TP3 EL BH3 EL BH/MW301A EL BH/MW301B EL BH102 EL BH/MW6 EL BH/MW206 EL BH/MW306 EL BH7 EL BH/MW305 EL BH/MW8 EL BH105 EL BH106 EL C' (EAST) cvoc cvoc cvoc cvoc cvoc cvoc cvoc VERTICAL SCALE: AS SHOWN X:\DRAWINGS\600000\600700\600720\600724\600724H\PHASE TWO CSM\Dec 12th 2015\BRM H0-FIG-9A&B.dwg HORIZONTAL SCALE: SCALE exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada m BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY LEGEND: SILT TO SILTY SAND CLAYEY SILT / SILTY CLAY GROUNDWATER ELEVATION INFERRED DIRECTION OF GROUNDWATER FLOW (EAST/SOUTHEAST) CAISSON WALL BUILDING FOUNDATION WALL FINAL SITE EXCAVATION IMPACT DETECTED SAMPLE COLLECTED AND NO IMPACT DETECTED APPROXIMATE EXTENT OF IMPACTS IN GROUNDWATER TITLE AND LOCATION: GEOLOGICAL CROSS SECTION C-C' FOLLOWING SITE EXCAVATION WITH CHLORINATED VOC IMPACTS IN GROUNDWATER PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO JOB NO.: BRM H0 SCALE: DATE: AS SHOWN DECEMBER 2015 DRAWN BY: CHECKED BY: DWG NO.: RM EC 9B-iii

114 DUNFIELD AVE BH202 EGLINTON AVE. E BH2 TP2 BH/MW BH BH/MW304 [149.43] LILIAN ST BH/MW201 TP1 BH/MW1[150.05] BH103 PW1 BH101 BH/MW BH/MW305 TP3 BH3 TP4 PW3 BH4 BH303 BH104 BH/MW8 [149.01] BH106 BH105 LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL BH203 BH/MW301 [149.65] BH102 BH/MW6 [149.54] BH/MW306 [149.54] BH7 BH207 APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) PW2 BH204 BH/MW5 BH205 BH/MW206 APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) m [149.54] GROUNDWATER ELEVATION (JUNE 17, 2011) ESTIMATED GROUNDWATER CONTOUR ESTIMATED GROUNDWATER FLOW DIRECTION exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: EC BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO GROUNDWATER ELEVATIONS AND INTERPRETED CONTOUR PLAN PRIOR TO SITE EXCAVATION SCALE: DWN. CHKD: AS NOTED JS DATE: DWG. No.: DECEMBER

115 LEGEND: APPROXIMATE PROPERTY BOUNDARY BUILDING WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) EGLINTON AVE. E. APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) BH202 TP2 BH2 BH302 BH/MW304 LILIAN ST. APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) LOCATION OF PHC-RELATED IMPACT IN SOIL PRIOR TO SITE EXCAVATION BH/MW201 TP1 BH/MW1 BH101 PW1 BH/MW209 BH103 ESTIMATED LATERAL EXTENT OF PHC-RELATED IMPACTS IN SOIL PRIOR TO SOIL EXCAVATION LOCATION OF NO PHC-RELATED IMPACT IN SOIL PRIOR TO SITE EXCAVATION DUNFIELD AVE. TP4 BH/MW208 BH/MW305 NOTE: IMPACTS EXTENDED TO NEAREST CLEAN LOCATION; ACTUAL PLUME MAY DIFFER BH/MW8 BH106 TP3 PW3 BH4 BH303 BH105 BH3 BH104 BH203 BH/MW301 BH102 BH207 BH/MW6 BH/MW306 BH7 PW2 BH204 BH/MW5 BH205 BH/MW m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PROJECT TITLE AND LOCATION: PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DRAWING TITLE: CONCENTRATIONS OF PETROLEUM HYDROCARBON-RELATED IMPACTS IN SOIL PRIOR TO REMEDIAL WORKS PROJECT NO.: DWN. BY: BRM H0 LM SCALE: DWN. CHKD: AS NOTED DJ/EC DATE: DWG. No.: DECEMBER

116 EGLINTON AVE. E. AREA 4 BH/MW304 BH2 BH302 DUNFIELD AVE. BH/MW201 PW1 TP2 A1B2 BH202 BH/MW209 TP1 A1B1 A1WW1 BH/MW1 BH103 BH101 A1B4 A1B3 TP4 A1WW2 A1SW1 AREA 1 AREA 2 BH4 PW3 TP3 BH3 BH203 BH/MW301 BH102 A1SW2 BH303 AREA 3 BH104 BH/MW208 LILIAN ST. BH/MW305 BH/MW8 BH106 BH105 BH207 LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL CAISSON WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) PW2 BH204 BH/MW5 BH205 BH/MW6 BH/MW206 BH/MW306 BH7 AREA 1 AREA 2 APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) APPROXIMATE LOCATION OF CONFIRMATORY SOIL SAMPLE BY exp (2013) LOCATION OF NO PHC-RELATED IMPACT IN SOIL PETROLEUM HYDROCARBON EXCAVATION AREA HEAVY METALS EXCAVATION AREA AREA 3 VOC EXCAVATION AREA m AREA 4 EC/SAR EXCAVATION AREA exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: LM BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF PETROLEUM HYDROCARBONS IN SOIL FOLLOWING REMEDIAL WORKS SCALE: AS NOTED DATE: DECEMBER 2015 DWN. CHKD: DJ DWG. No.: 11A

117 LEGEND: APPROXIMATE PROPERTY BOUNDARY BUILDING WALL EGLINTON AVE. E. APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) BH/MW304 APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) BH2 BH302 APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) BH/MW201 TP1 BH/MW1 BH101 PW1 BH202 TP2 BH/MW209 BH103 LILIAN ST. APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) DUNFIELD AVE. TP4 BH/MW208 BH/MW305 LOCATION OF 1,4 - DICHLOROBENZENE IMPACT IN SOIL PRIOR TO SITE EXCAVATION BH/MW8 BH106 ESTIMATED LATERAL EXTENT OF 1,4-DICHLOROBENZENE IMPACTS IN SOIL PRIOR TO SOIL EXCAVATION TP3 BH3 PW3 BH4 BH303 BH104 BH105 LOCATION OF NO 1,4-DICHLOROBENZENE IMPACT PRIOR TO SITE EXCAVATION BH203 BH/MW301 BH102 BH207 NOTE: IMPACTS EXTENDED TO NEAREST CLEAN LOCATION; ACTUAL PLUME MAY DIFFER BH/MW6 BH/MW306 BH7 PW2 BH204 BH/MW5 BH205 BH/MW m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PROJECT TITLE AND LOCATION: PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DRAWING TITLE: CONCENTRATIONS OF 1,4-DICHLOROBENZENE IMPACTS IN SOIL PRIOR TO REMEDIAL WORKS PROJECT NO.: DWN. BY: BRM H0 LM SCALE: DWN. CHKD: AS NOTED DJ/EC DATE: DWG. No.: DECEMBER

118 EGLINTON AVE. E. AREA 4 BH/MW304 BH2 BH302 BH/MW201 TP1 BH202 TP2 BH/MW209 LILIAN ST. PW1 BH/MW1 BH101 BH103 LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL BH/MW208 CAISSON WALL DUNFIELD AVE. TP4 AREA 1 BH/MW305 BH/MW8 APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) AREA 2 TP3 BH3 BH203 PW3 BH/MW301 BH4 BH102 BH303 Sa 104-N BH104 Sa 104-E Sa 104 Sa 104-W AREA 3 Sa 104-S BH105 BH106 BH207 APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) PW2 BH204 BH/MW5 BH205 BH/MW6 BH/MW206 BH/MW306 BH7 AREA 1 AREA 2 APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) APPROXIMATE LOCATION OF CONFIRMATORY SOIL SAMPLE BY exp (2013) LOCATION OF NO VOC IMPACT IN SOIL PETROLEUM HYDROCARBON EXCAVATION AREA HEAVY METALS EXCAVATION AREA AREA 3 VOC EXCAVATION AREA m AREA 4 EC/SAR EXCAVATION AREA exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: LM BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF 1,4-DICHLOROBENZENE IMPACTS IN SOIL FOLLOWING REMEDIAL WORKS SCALE: AS NOTED DATE: DECEMBER 2015 DWN. CHKD: DJ DWG. No.: 12A

119 LEGEND: APPROXIMATE PROPERTY BOUNDARY BUILDING WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) EGLINTON AVE. E. APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) BH/MW304 APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) BH/MW201 TP1 TP2 BH202 BH2 BH/MW209 BH302 LILIAN ST. APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) BH/MW1 BH101 PW1 BH103 BH/MW208 APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) LOCATION OF SELECT METAL PARAMETER IMPACT IN SOIL PRIOR TO REMEDIAL WORKS DUNFIELD AVE. TP3 TP4 PW3 BH4 BH303 BH/MW305 BH/MW8 BH105 BH106 ESTIMATED LATERAL EXTENT OF SELECT METALS PARAMETER IMPACTS IN SOIL PRIOR REMEDIAL WORKS LOCATION OF NO METAL PARAMETER IMPACT IN SOIL PRIOR TO REMEDIAL WORKS BH3 BH203 BH/MW301 BH102 BH104 BH207 NOTE: IMPACTS EXTENDED TO NEAREST CLEAN LOCATION; ACTUAL PLUME MAY DIFFER BH/MW6 BH/MW306 BH7 PW2 BH204 BH/MW5 BH205 BH/MW m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: LM BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF METAL IMPACTS IN SOIL PRIOR TO REMEDIAL WORKS SCALE: DWN. CHKD: AS NOTED DJ/EC DATE: DWG. No.: DECEMBER

120 EGLINTON AVE. E. AREA 4 BH/MW304 BH2 BH302 BH/MW201 TP1 BH202 TP2 BH/MW209 LILIAN ST. DUNFIELD AVE. BH/MW1 BH103 BH101 PW1 BH/MW208 TP4 AREA 1 BH/MW305 BH/MW8 BH4 BH303 AREA 2 A2NW PW3 Sa 3 TP3 A2B1 A2B2 BH105 BH104 Sa 4 A2SW BH3 BH203 BH/MW301 BH102 AREA 3 BH106 BH207 LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL CAISSON WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) PW2 BH204 BH/MW5 BH205 BH/MW6 BH/MW206 Sa 2 BH/MW306 BH7 Sa 1 AREA 1 AREA 2 APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) APPROXIMATE LOCATION OF CONFIRMATORY SOIL SAMPLE BY exp (2013) LOCATION OF NO METAL IMPACT IN SOIL PETROLEUM HYDROCARBON EXCAVATION AREA HEAVY METALS EXCAVATION AREA AREA 3 VOC EXCAVATION AREA m AREA 4 EC/SAR EXCAVATION AREA exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: LM BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF METAL IMPACTS IN SOIL FOLLOWING REMEDIAL WORKS SCALE: AS NOTED DATE: DECEMBER 2015 DWN. CHKD: DJ DWG. No.: 13A

121 LEGEND: APPROXIMATE PROPERTY BOUNDARY BUILDING WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) TP2 EGLINTON AVE. E. BH2 BH202 BH/MW209 BH302 BH/MW304 APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) DUNFIELD AVE. BH/MW201 TP1 BH/MW1 BH101 PW1 TP3 TP4 PW3 BH4 BH103 BH303 BH/MW208 BH/MW305 BH/MW8 BH105 LILIAN ST. BH106 APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) LOCATION OF SELECT INORGANIC PARAMETER IMPACT IN SOIL PRIOR TO REMEDIAL WORKS ESTIMATED LATERAL EXTENT OF SELECT INORGANIC PARAMETER IMPACTS IN SOIL PRIOR TO REMEDIAL WORKS BH3 BH203 BH/MW301 BH102 BH104 BH207 LOCATION OF NO INORGANIC PARAMETER IMPACT IN SOIL PRIOR TO REMEDIAL WORKS BH/MW6 BH/MW306 BH7 NOTE: IMPACTS EXTENDED TO NEAREST CLEAN LOCATION; ACTUAL PLUME MAY DIFFER PW2 BH204 BH/MW5 BH205 BH/MW m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: LM BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF INORGANIC IMPACTS IN SOIL PRIOR TO REMEDIAL WORKS SCALE: DWN. CHKD: AS NOTED DJ/EC DATE: DWG. No.: DECEMBER

122 EGLINTON AVE. E. AREA 4 BH/MW304 Sa 9 BH2 BH302 TP2 Sa 10 BH202 BH/MW201 TP1 BH/MW209 BH/MW1 BH103 BH101 Sa 11 PW1 Sa 5 Sa 12 BH/MW208 DUNFIELD AVE. TP4 AREA 1 BH/MW305 BH/MW8 BH4 BH303 AREA 2 PW3 Sa 3 BH106 TP3 BH105 BH104 Sa 4 BH3 BH203 BH/MW301 BH102 Sa 6 AREA 3 LILIAN ST. BH207 LEGEND: APPROXIMATE PROPERTY BOUNDARY FORMER BUILDING WALL CAISSON WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) PW2 Sa 8 BH204 BH/MW5 Sa 7 BH205 BH/MW6 BH/MW206 Sa 2 BH/MW306 BH7 Sa 1 AREA 1 AREA 2 APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) APPROXIMATE LOCATION OF CONFIRMATORY SOIL SAMPLE BY exp (2013 LOCATION OF NO INORGANIC PARAMETER IMPACT IN SOIL PETROLEUM HYDROCARBON EXCAVATION AREA HEAVY METALS EXCAVATION AREA AREA 3 VOC EXCAVATION AREA m AREA 4 EC/SAR EXCAVATION AREA exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: LM BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF INORGANIC IMPACTS IN SOIL FOLLOWING REMEDIAL WORKS SCALE: AS NOTED DATE: DECEMBER 2015 DWN. CHKD: DJ DWG. No.: 14A

123 LEGEND: APPROXIMATE PROPERTY BOUNDARY BUILDING WALL EGLINTON AVE. E. APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) TP2 BH202 BH2 BH/MW209 BH302 BH/MW304 S/D LILIAN ST. APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) BH/MW201 TP1 BH/MW1 D BH101 PW1 BH103 D S/D APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) DEEP WELL ONLY FOR VERTICAL DELINEATION PURPOSES SHALLOW AND DEEP WELL, NESTED DUNFIELD AVE. TP3 TP4 PW3 BH4 BH303 BH/MW208 BH/MW305 BH/MW8 D BH105 BH106 LOCATION OF PHC F2 IMPACT IN GROUNDWATER (BASED ON MOST RECENT SAMPLING EVENT) ESTIMATED LATERAL EXTENT OF PHC F2 IMPACT IN GROUNDWATER LOCATION OF NO PHC IMPACT IN GROUNDWATER (BASED ON MOST RECENT SAMPLING EVENT) BH3 BH104 NOTE: IMPACTS EXTENDED TO NEAREST CLEAN LOCATION; ACTUAL PLUME MAY DIFFER BH203 BH/MW301 S/D BH102 BH207 BH/MW6 D BH/MW306 BH7 PW2 BH204 BH/MW5 BH205 BH/MW m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PROJECT TITLE AND LOCATION: PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO DRAWING TITLE: CONCENTRATION OF PHC IMPACTS IN GROUNDWATER PROJECT NO.: DWN. BY: BRM H0 LM SCALE: DWN. CHKD: AS NOTED DJ/EC DATE: DWG. No.: DECEMBER

124 LEGEND: APPROXIMATE PROPERTY BOUNDARY BUILDING WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) EGLINTON AVE. E. APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) BH/MW201 TP1 BH/MW1 D BH101 PW1 TP2 BH202 BH2 BH/MW209 BH103 BH302 BH/MW304 S/D LILIAN ST. D S/D APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) DEEP WELL ONLY FOR VERTICAL DELINEATION PURPOSES SHALLOW AND DEEP WELL, NESTED DUNFIELD AVE. TP3 TP4 PW3 BH4 BH303 BH/MW208 BH/MW305 BH/MW8 D BH105 BH106 LOCATION OF CHLOROFORM IMPACT IN GROUNDWATER (BASED ON MOST RECENT SAMPLING EVENT) ESTIMATED LATERAL EXTENT OF CHLOROFORM IMPACTS IN GROUNDWATER LOCATION OF NO CHLOROFORM IMPACT IN GROUNDWATER (BASED ON MOST RECENT SAMPLING EVENT) BH3 BH203 BH/MW301 S/D BH102 BH104 BH207 NOTE: IMPACTS EXTENDED TO NEAREST CLEAN LOCATION; ACTUAL PLUME MAY DIFFER BH/MW6 D BH/MW306 BH7 PW2 BH204 BH/MW5 BH205 BH/MW m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: LM BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF CHLOROFORM IN GROUNDWATER SCALE: DWN. CHKD: AS NOTED DJ/EC DATE: DWG. No.: DECEMBER

125 LEGEND: APPROXIMATE PROPERTY BOUNDARY BUILDING WALL APPROXIMATE LOCATION OF BOREHOLE DRILLED BY TERRAPROBE (2010) EGLINTON AVE. E. APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY TERRAPROBE (2010) APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2011) APPROXIMATE LOCATION OF BOREHOLE/MONITORING WELL DRILLED BY exp (2012) BH/MW201 TP1 BH/MW1 D BH101 PW1 TP2 BH202 BH2 BH/MW209 BH103 BH302 BH/MW304 S/D LILIAN ST. D S/D APPROXIMATE LOCATION OF BOREHOLE DRILLED BY exp (2012) APPROXIMATE LOCATION OF NESTED MONITORING WELLS DRILLED BY exp (2012) APPROXIMATE LOCATION OF TEST PITS EXCAVATED BY exp (2012) APPROXIMATE LOCATION OF PUMPING WELLS ADVANCED BY MORRISON ENVIRONMENTAL (2011) DEEP WELL ONLY FOR VERTICAL DELINEATION PURPOSES SHALLOW AND DEEP WELL, NESTED DUNFIELD AVE. TP3 BH3 TP4 PW3 BH4 BH303 BH104 BH/MW208 BH/MW305 BH/MW8 D BH105 BH106 LOCATION OF CHLOROFORM IMPACT IN GROUNDWATER (BASED ON MOST RECENT SAMPLING EVENT) ESTIMATED LATERAL EXTENT OF CHLOROFORM IMPACTS IN GROUNDWATER LOCATION OF NO CHLOROFORM IMPACT IN GROUNDWATER (BASED ON MOST RECENT SAMPLING EVENT) NOTE: IMPACTS EXTENDED TO NEAREST CLEAN LOCATION; ACTUAL PLUME MAY DIFFER BH203 BH/MW301 S/D BH102 BH207 BH/MW6 D BH/MW306 BH7 PW2 BH204 BH/MW5 BH205 BH/MW m exp Services Inc. t: f: Clark Boulevard Brampton, ON L6T 4V1 Canada PROJECT TITLE AND LOCATION: DRAWING TITLE: PROJECT NO.: BRM H0 DWN. BY: DJ BUILDINGS EARTH & ENVIRONMENT ENERGY INDUSTRIAL INFRASTRUCTURE SUSTAINABILITY PHASE TWO CSM 101 EGLINTON AVENUE EAST TORONTO, ONTARIO CONCENTRATIONS OF CHLORINATED VOCs IN GROUNDWATER SCALE: DWN. CHKD: AS NOTED EC DATE: DWG. No.: DECEMBER

126 Drawing 18 Human Health Conceptual Exposure Model Workers Construction/Remediation (Adult & Teen) Workers Long Term (Adult & Teen) Workers Short Term (Adult & Teen) Property Residents (Adult, Teen, Child, Toddler, Infant) Property Visitors Recreational (Adult, Teen, Child, Toddler, Infant) Environmental Medium Secondary Media Tertiary Media Receptor Exposure Pathway groundwater (PHC F2, chloroform & cvocs) volatilization soil gas advection & dispersion indoor air indoor air inhalation atmospheric dispersion outdoor air outdoor air inhalation groundwaterdermal contact incidental groundwater ingestion Pathway is incomplete, no evaluation required Pathway is complete

127 Drawing 19, Ecological Conceptual Exposure Model terrestrial vegetation soil invertebrates terrestrial birds and mammals aquatic vegetation aquatic invertebrates aquatic birds and mammals fish Primary Source Secondary Source Receptor/Exposure Pathway volatilization ambient air atmospheric dispersion atmospheric dispersion stem and foliar uptake vapour inhalation biotransformation of soil & groundwater animal tissue ingestion of animal tissue biotransformation of soil & groundwater plant tissue ingestion of plant tissue groundwater (PHC F2, chloroform and cvoc) root uptake of groundwater groundwater dermal contact groundwater ingestion advection, dispersion & discharge surface water root, stem and foliar uptake of surface water surface water dermal contact surface water ingestion ingestion of animal tissue gill uptake Receptor/Exposure Pathway is incomplete, no evaluation required Receptor/Exposure Pathway is complete

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