214947 - Ontario
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Ontario Ministry of the Environment - Record of Site Condition # 214947 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 Certification Date Current Property Use Intended Property Use Certificate of Property Use Number Applicable Site Condition Standards** Property Municipal Address 214947 2014/10/08 2012/11/02 Agricultural/Other Commercial No CPU Full Depth Generic Site Conditions Standard, with Non-potable Ground Water, Medium and Fine Textured Soil, for Commercial property use 8000 MISSISSAUGA ROAD, BRAMPTON, ON, L6Y 0J9 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. Filed Record of Site Condition # 214947 on 2014/10/08 1 of 18 PART 1: PROPERTY OWNERSHIP, PROPERTY INFORMATION AND OWNER'S CERTIFICATIONS Information about the owner who is submitting or authorizing the submission of the RSC Owner Name CANON CANADA INC. Authorized Person TAIZABURO EGAWA Mailing Address 6390 DIXIE ROAD, MISSISSAUGA ONTARIO, CANADA Postal Code L5T 1P7 Phone (905) 795-2100 Fax Email Address tegawa@canada.canon.com Filed Record of Site Condition # 214947 on 2014/10/08 2 of 18 RSC Property Location Information Municipal Address(es) 8000 MISSISSAUGA ROAD, BRAMPTON, ON L6Y 0J9 Municipality Brampton Legal Description See Attached Lawyer’s Letter Assessment Roll Number(s) 21-10-080-011-25000 Property Identifier Number(s) 21-10-080-012-13200 14088-0272 (LT) RSC Property Geographical References Coordinate System UTM Datum NAD 83 Zone 17 Easting 598,494.00 Northing 4,831,332.00 RSC 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 Agricultural/Other Intended Property Use Commercial Certificate of Property Use has been issued under section 168.6 of the EPA No Filed Record of Site Condition # 214947 on 2014/10/08 3 of 18 Please See the Signed Statements of Property Owner, or Agent, or Receiver at the End of this RSC The rest of this page has been left intentionally blank Filed Record of Site Condition # 214947 on 2014/10/08 4 of 18 PART 2: LIST OF REPORTS, SUMMARY OF SITE CONDITIONS AND QUALIFIED PERSON’S STATEMENTS AND CERTIFICATIONS Qualified Person's Information Name JAMES LAWRENCE MCCOURT Type of Licence Under Professional Engineers Act Licence Licence Number 90531021 QP Employer Name TERRAPROBE INC. Mailing Address 11 INDELL LANE, BRAMPTON ONTARIO, L6T 3Y3 CANADA Phone (905) 796-2650 Fax (905) 796-2250 Email Address jmccourt@terraprobe.ca Municipal Information Local or Single-Tier Municipality Brampton Upper-Tier Municipality Peel Ministry of the Environment District Office District Office Halton-Peel District Office District Office Address 4145 North Service Road, Suite 300, Burlington ON L7L 6A3 Filed Record of Site Condition # 214947 on 2014/10/08 5 of 18 Phase One Environmental Site Assessment Report Document used as the phase one environmental site assessment report and updates in submitting the RSC 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 Name of Consulting Company Report Title Date of Report (YYYY/MM/DD) Author of Report 2014/02/20 P1 ESA Phase One Environmental Site Assessment: Steeles Avenue West & Mississauga Road, Brampton, Ontario 2012/10/22 Paul W. Bowen TERRAPROBE INC. P1 ESA Update Phase One Environmental Site Assessment Update: Steeles Avenue West & Mississauga Road, Brampton, Ontario 2014/03/11 James L. McCourt TERRAPROBE 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 Date of Report (YYYY/MM/DD) Author of Report Name of Consulting Company N/A Filed Record of Site Condition # 214947 on 2014/10/08 6 of 18 Phase Two Environmental Site Assessment Report Document used as the phase two environmental site assessment report and updates in submitting the RSC 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) Type of Report Report Title Date of Report (YYYY/MM/DD) Author of Report (YYYY/MM/DD) 2014/07/28 Name of Consulting Company P2 ESA Phase Two Environmental Site Assessment: Mississauga Road and Steeles Avenue West, Brampton, Ontario 2012/03/12 James L. McCourt TERRAPROBE INC. P2 ESA Update Phase Two Environmental Site Assessment Update: Mississauga Road and Steeles Avenue West, Brampton, Ontario 2014/07/28 James L. McCourt TERRAPROBE 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 RSC for the purposes of Part IV of Schedule A or otherwise used in conducting the phase two environmental site assessment Report Title Date of Report (YYYY/MM/DD) . Author of Report Name of Consulting Company N/A Filed Record of Site Condition # 214947 on 2014/10/08 7 of 18 Environmental Condition Section 41 applies? No Section 43.1 applies? No Site Condition Information Certification date (YYYY/MM/DD) 2012/11/02 Total area of RSC property (in hectares) 7.41960 Number of any previously filed RSC that applies to any part of the RSC property Number of any previously filed Transition Notice that applies to any part of the RSC property Soil Texture Medium and Fine Assessment/Restoration Approach Full Depth Generic Site investigation includes the investigation, sampling and analysis of ground water? Yes 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? Yes Site investigation includes the investigation, sampling and analysis of soil on, in or under the property which is used in the RSC? Yes Name of the laboratory used to analyze any samples collected of soil, ground water or sediment AGAT LABORATORIES LTD. Ground water condition (potable, non-potable) Non-potable Applicable Site Condition Standard TABLE 3 Local or single-tier municipality non-potable written notification date 2014/03/31 Upper-tier municipality non-potable written notification date 2014/03/31 Filed Record of Site Condition # 214947 on 2014/10/08 8 of 18 Table 1 – Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards Measured Concentration for Contaminants in Soil Contaminant Name 1 Antimony Maximum Concentration Unit of Measure 0.8 50 µg/g 2 Arsenic 9 18 µg/g 3 Barium 115 670 µg/g 4 Beryllium 0.9 10 µg/g 5 Boron (total) 8 120 µg/g 6 Boron (Hot Water Soluble)* 0.4 2 µg/g 0.5 1.9 µg/g 8 Chromium Total 26 160 µg/g 9 Cobalt 16.6 100 µg/g 10 Copper 58 300 µg/g 11 Lead 13 120 µg/g 12 Molybdenum 0.7 40 µg/g 13 Nickel 36 340 µg/g 14 Selenium 0.7 5.5 µg/g 7 Cadmium < Applicable Site Condition Standard < 15 Silver < 0.2 50 µg/g 16 Thallium < 0.4 3.3 µg/g 17 Uranium < 0.6 33 µg/g 18 Vanadium 35 86 µg/g 19 Zinc 85 340 µg/g 10 µg/g 0.051 µg/g µg/g 20 Chromium VI < 0.2 21 Cyanide (CN-) < 0.04 22 Mercury < 0.1 20 23 Electrical Conductivity 0.48 1.4 24 Sodium Adsorption Ratio 0.869 12 mS/cm 25 Hexachlorocyclohexane Gamma- < 0.005 0.063 µg/g 26 Heptachlor < 0.005 0.19 µg/g 27 Aldrin < 0.005 0.11 µg/g 28 Heptachlor Epoxide < 0.005 0.05 µg/g 29 Endosulfan < 0.005 0.38 µg/g 30 Chlordane < 0.007 0.05 µg/g 31 DDE < 0.007 0.65 µg/g 32 DDD < 0.007 4.6 µg/g 33 DDT < 0.007 1.4 µg/g 34 Dieldrin < 0.005 0.11 µg/g 35 Endrin < 0.005 0.04 µg/g 36 Methoxychlor < 0.005 1.6 µg/g 37 Hexachlorobenzene < 0.005 0.66 µg/g 38 Hexachlorobutadiene < 0.01 0.095 µg/g 39 Hexachloroethane < 0.01 0.43 µg/g Filed Record of Site Condition # 214947 on 2014/10/08 9 of 18 39 Hexachloroethane < 0.01 0.43 µg/g 40 Petroleum Hydrocarbons F1**** < 5 65 µg/g 41 Petroleum Hydrocarbons F2 < 10 250 µg/g 42 Petroleum Hydrocarbons F3 < 65 2500 µg/g 43 Petroleum Hydrocarbons F4 < 50 6600 µg/g 44 Dichlorodifluoromethane < 0.05 25 µg/g 45 Vinyl Chloride < 0.02 0.25 µg/g 46 Bromomethane < 0.05 0.05 µg/g 47 Trichlorofluoromethane < 0.05 5.8 µg/g 48 Acetone < 0.5 28 µg/g 49 Dichloroethane, 1,1- < 0.05 21 µg/g 50 Methylene Chloride < 0.05 2 µg/g 51 Dichloroethylene, 1,2-trans- < 0.05 9.3 µg/g 52 Methyl tert-Butyl Ether (MTBE) < 0.05 3.2 µg/g 53 Dichloroethane, 1,1- < 0.02 21 µg/g 54 Methyl Ethyl Ketone < 0.5 88 µg/g 55 Dichloroethylene, 1,2-cis- < 0.02 37 µg/g 56 Chloroform < 0.04 0.18 µg/g 57 Dichloroethane, 1,2- < 0.03 0.05 µg/g 58 Trichloroethane, 1,1,1- < 0.05 12 µg/g 59 Carbon Tetrachloride < 0.05 1.5 µg/g 60 Benzene < 0.02 0.4 µg/g 61 Dichloropropane, 1,2- < 0.03 0.68 µg/g 62 Trichloroethylene < 0.03 0.61 µg/g 63 Bromodichloromethane < 0.05 18 µg/g 64 Methyl Isobutyl Ketone < 0.5 210 µg/g 65 Trichloroethane, 1,1,2- < 0.04 0.11 µg/g 66 Toluene < 0.05 78 µg/g 67 Dibromochloromethane < 0.05 13 µg/g 68 Ethylene dibromide < 0.04 0.05 µg/g 69 Tetrachloroethylene < 0.05 21 µg/g 70 Tetrachloroethane, 1,1,1,2- < 0.04 0.11 µg/g 71 Chlorobenzene < 0.05 2.7 µg/g 72 Ethylbenzene < 0.05 19 µg/g 73 Bromoform < 0.05 1.7 µg/g 74 Styrene < 0.05 43 µg/g 75 Tetrachloroethane, 1,1,2,2- < 0.05 0.094 µg/g 76 Dichlorobenzene, 1,3- < 0.05 12 µg/g 77 Dichlorobenzene, 1,4- < 0.05 0.84 µg/g 78 Dichlorobenzene, 1,2- < 0.05 8.5 µg/g 79 Xylene Mixture < 0.06 30 µg/g 80 Dichloropropene,1,3- < 0.04 0.21 µg/g 81 Hexane (n) < 0.05 88 µg/g Filed Record of Site Condition # 214947 on 2014/10/08 10 of 18 Table 1 – Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards (Continued) Ground Water Contaminant Name Maximum Concentration Applicable Site Condition Standard Unit of Measure 1 Hexachlorocyclohexane Gamma- < 0.01 1.2 µg/L 2 Heptachlor < 0.01 2.5 µg/L 3 Aldrin < 0.01 8.5 µg/L 4 Heptachlor Epoxide < 0.01 0.048 µg/L 5 Endosulfan < 0.05 1.5 µg/L 6 Chlordane < 0.04 28 µg/L 7 DDE < 0.01 20 µg/L 8 DDD < 0.05 45 µg/L 9 DDT < 0.04 2.8 µg/L 10 Dieldrin < 0.02 0.75 µg/L 11 Endrin < 0.05 0.48 µg/L 12 Methoxychlor < 0.04 6.5 µg/L 13 Hexachlorobenzene < 0.01 3.1 µg/L 14 Hexachlorobutadiene < 0.01 4.5 µg/L 15 Hexachloroethane < 0.01 200 µg/L 16 Petroleum Hydrocarbons F1**** < 25 750 µg/L 17 Petroleum Hydrocarbons F2 < 100 150 µg/L 18 Petroleum Hydrocarbons F3 < 100 500 µg/L 19 Petroleum Hydrocarbons F4 < 100 500 µg/L 20 Dichlorodifluoromethane < 0.2 4400 µg/L 21 Vinyl Chloride < 0.17 1.7 µg/L 22 Bromomethane < 0.2 56 µg/L 23 Trichlorofluoromethane < 0.4 2500 µg/L 24 Acetone < 1 130000 µg/L 0.3 17 µg/L 25 Dichloroethylene, 1,126 Methylene Chloride < 0.3 5500 µg/L 27 Dichloroethylene, 1,2-trans- < 0.2 17 µg/L 28 Methyl tert-Butyl Ether (MTBE) < 0.2 1400 µg/L 29 Dichloroethane, 1,1- < 0.3 3100 µg/L 30 Methyl Ethyl Ketone < 1 1500000 µg/L 31 Dichloroethylene, 1,2-cis- < 0.2 17 µg/L 32 Chloroform < 0.2 22 µg/L 33 Dichloroethane, 1,2- < 0.2 12 µg/L 34 Trichloroethylene < 0.3 17 µg/L 35 Carbon Tetrachloride < 0.2 8.4 µg/L 0.26 430 µg/L 36 Benzene 37 Dichloropropane, 1,2- < 0.2 140 µg/L 38 Trichloroethane, 1,1,1- < 0.2 6700 µg/L 39 Bromodichloromethane < 0.2 85000 µg/L Filed Record of Site Condition # 214947 on 2014/10/08 11 of 18 39 Bromodichloromethane < 0.2 40 Methyl Isobutyl Ketone < 1 41 Trichloroethane, 1,1,2- < 0.2 42 Toluene 85000 µg/L 580000 µg/L 30 µg/L 0.28 18000 µg/L 43 Dibromochloromethane < 0.1 82000 µg/L 44 Ethylene dibromide < 0.1 0.83 µg/L 45 Tetrachloroethylene < 0.2 17 µg/L 46 Tetrachloroethane, 1,1,1,2- < 0.1 28 µg/L 47 Chlorobenzene < 0.1 630 µg/L 48 Ethylbenzene < 0.1 2300 µg/L 49 Bromoform < 0.1 770 µg/L 50 Styrene < 0.1 9100 µg/L 51 Tetrachloroethane, 1,1,2,2- < 0.1 15 µg/L 52 Dichlorobenzene, 1,3- < 0.1 9600 µg/L 53 Dichlorobenzene, 1,4- < 0.1 67 µg/L 54 Dichlorobenzene, 1,2- < 0.1 9600 µg/L 55 Dichloropropene,1,3- < 0.3 45 µg/L 56 Xylene Mixture < 0.2 4200 µg/L 57 Hexane (n) < 0.2 520 µg/L 58 Antimony 0.6 20000 µg/L 59 Arsenic 13.4 1900 µg/L 60 Barium 50.7 29000 µg/L 67 µg/L 45000 µg/L 0.2 2.7 µg/L 64 Chromium Total 11.7 810 µg/L 65 Cobalt 1 66 µg/L 66 Copper 3.4 87 µg/L 0.5 25 µg/L 61 Beryllium < 62 Boron (total) 63 Cadmium 67 Lead 0.5 1,070 < < 68 Molybdenum 19.6 9200 µg/L 69 Nickel 6.1 490 µg/L 70 Selenium 5.7 63 µg/L 71 Silver < 0.2 1.5 µg/L 72 Thallium < 0.3 510 µg/L 73 Uranium 3 420 µg/L 74 Vanadium 3.8 250 µg/L 75 Zinc 8.1 1100 µg/L 76 Mercury < 0.02 2.8 µg/L 77 Chromium VI < 5 140 µg/L 78 Cyanide (CN-) < 2 66 µg/L 79 Sodium 189,000 2300000 µg/L 80 Chloride 279,000 2300000 µg/L Filed Record of Site Condition # 214947 on 2014/10/08 12 of 18 Remedial Action and Mitigation Remediated Soils Estimated quantities of the soil, if any, originating at and remaining on the RSC 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-ground volume in m³) Description of Remediation Description of any action taken to reduce the concentration of contaminants (including soil removals) on, in or under the RSC property. Soil or Sediment Removed and Not Returned Estimated quantities of soil or sediment, if any, removed from and not returned to the RSC property. Estimated Quantity of Soil (in-ground volume in m³) Estimated Quantity of Sediment (in-ground volume in m³) Soil Brought to the Property Estimated quantity of the soil, if any, being brought from another property to and deposited at the RSC property, not including any soil that may have originated at but been remediated off the RSC property and that is identified in section 28 of Schedule A. Estimated Quantity of Soil Brought to the Property (in-ground volume in m³) Filed Record of Site Condition # 214947 on 2014/10/08 13 of 18 Ground Water Control or Treatment Measures Ground water control or treatment measures that were required for the RSC property prior to the certification date for the purpose of submitting the RSC for filing. Ground water control or treatment measures that are required for the RSC property after the certification date. Estimated volume of ground water, if any, removed from and not returned to the RSC property. Estimated Volume of Ground Water (in litres) Filed Record of Site Condition # 214947 on 2014/10/08 14 of 18 Other Activities Including Risk Management Measures Constructed works that prior to the certification date for the purpose of submitting the RSC for filing, were required to control or otherwise mitigate the release or movement of known existing contaminants at the RSC property. Constructed works that after the certification date, are required to control or otherwise mitigate the release or movement of known existing contaminants at the RSC property. 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 RSC property, after the certification date. 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 RSC property, after the certification date. Remediated or Removed Soil, Sediment or Ground Water From Near Property Boundary Has any soil, sediment or ground water at the RSC property that is or was located within 3 metres of the RSC property boundary been remediated or removed for the purpose of remediation? Filed Record of Site Condition # 214947 on 2014/10/08 No 15 of 18 Qualified Person’s Statements and Certifications As the qualified person, I certify that: A phase one environmental site assessment of the RSC 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 RSC 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 2012/11/02, 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 RSC property that would interfere with the type of property use to which the RSC property will be put, as specified in the RSC. 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 2012/11/02, in my opinion, based on the phase one and phase two environmental site assessments and any confirmatory sampling, the RSC 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 RSC is filed, except for those contaminants (if any) specified in this RSC at Table 2, Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment. As of 2012/11/02, the maximum known concentration of each contaminant in soil, sediment and ground water at the RSC property for which sampling and analysis has been performed is specified in this RSC at Table 1, Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards. 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 RSC 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 RSC 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. I do not hold and have not held and my employer TERRAPROBE INC. does not hold and has not held a direct or indirect interest in the RSC property or any property which includes the RSC property and was the subject of a phase one or two 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 RSC are true as of 2012/11/02. By signing this RSC, I make no express or implied warranties or guarantees. By checking the boxes above, and entering my membership/licence number in this submission, I, JAMES LAWRENCE MCCOURT, a qualified person as defined in section 5 of O. Reg. 153/04 am, on 2014/09/12: 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 # 214947 on 2014/10/08 16 of 18 Additional Documentation Provided by Property Owner or Agent The following documents have been submitted to the Ministry of the Environment 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 RSC property was acquired A Current plan of Survey 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 v 4.1.1 Filed Record of Site Condition # 214947 on 2014/10/08 17 of 18 Filed Record of Site Condition # 214947 on 2014/10/08 18 of 18 Request ID: 016798360 Demande n° : Transaction ID: 55256726 Transaction n° : Category ID: CT Catégorie : Province of Ontario Province de l'Ontario Ministry of Government Services Ministère des Services gouvernementaux Date Report Produced: 2014/09/02 Document produit le : Time Report Produced: 16:25:54 Imprimé à : 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 CA NON CA NA DA Ontario Corporation Number INC. Numéro matricule de la société (Ontario) 0 0 1 9 0 8 9 1 4 is a corporation incorporated, amalgamated or continued under the laws of the Province of Ontario. est une société constituée, prorogée ou née d'une fusion aux termes des lois de la Province de l'Ontario. The corporation came into existence on La société a été fondée le J A NUA RY 0 1 J A N V I ER, 2 0 1 4 and has not been dissolved. et n'est pas dissoute. Dated Fait le S EPT EM BER 0 2 S EPT EM BRE, 2 0 1 4 Director Directeur The issuance of this certifcate 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. Reply to the Attention of Direct Line Email Address Our File No. Date Matthew German 416.307.4146 matthew.german@mcmillan.ca 201133 April 29,2014 VIA E-MAIL Mr. Nick Tomotsugu Logistics Operations and G & EA Canon Canada Inc. 6390 Dixie Road Mississauga, ON L5T 1P7 Dear Mr. Tomotsugu: Re: Record of Site Condition, 8000 Mississauga Road, Brampton, Ontario We are the solicitors for Canon Canada Inc. In connection with the filing for the Record of Site Condition with respect to the above-noted property, we confirm the following information: Municipal Address: Property Owner: Assessment Roll Nos. Nature of interest: PIN: Legal Description: 8000 Mississauga Road, Brampton, Ontario Canon Canada Inc. (100% registered and beneficial interest) 21-10-080-011-25000 and 21-10-080-012-13200 Freehold 14088-0272 (LT) (Please note that this is a new PIN created as a result of a severance of the lands and is division from 14088-0269) PT LT 1, CON 5 WHS (CHING) DES AS PTS 2, 10, 11, 12, 13, 16, 17, PL 43R35353; SUBJECT TO AN EASEMENT IN GROSS OVER PTS 13, 16, 43R35353, AS IN PR1787692; SUBJECT TO AN EASEMENT IN GROSS OVER PTS 17, PL 43R35353 AS IN PR1787693; SUBJECT TO AN EASEMENT IN GROSS OVER PT 10, PL 43R35353 AS IN PR2399624; SUBJECT TO AN EASEMENT IN GROSS OVER PTS 11, 12, 13, PL 43R35353 UNTIL 2014/07/12 AS IN PR2399625; CITY OF BRAMPTON Should you have any questions, please feel free to contact the undersigned. LEGAL 22294849.1 LRO#43 Transfer Receipted as PR2406716 on 2013 07 26 vv The applicant(s) hereby applies to the Land Registrar. yy m m dd at 14:56 Pa 9e 1 of 2 Properties 14088-0269 PIN Description LT Interest/Estate Fee Simple 0 Split PT LT 1, CON 5 WHS (CHING) DESIGNATED AS PARTS 2,10,11, 12, 13,16 AND 17, PLAN 43R-35353; SUBJECT TO AN EASEMENT IN GROSS OVER PARTS 13 AND 16, PLAN 43R-35353 AS IN PR1787692; SUBJECT TO AN EASEMENT IN GROSS OVER PART 17, PLAN 43R-35353 AS IN PR1787693; SUBJECT TO AN EASEMENT IN GROSS OVER PART 10, PLAN 43R-35353 AS IN PR2399624; SUBJECT TO AN EASEMENT IN GROSS OVER PARTS 11, 12 AND 13 PLAN 43R-35353 UNTIL 2014/07/12 AS IN PR2399625; CITY OF BRAMPTON Address BRAMPTON Consideration Consideration $ 23,834,460.00 Transferors) The transferor(s) hereby transfers the land to the transferee(s). Name ORNSTOCK DEVELOPMENTS LIMITED Address for Service 1020 Lawrence Avenue West Suite 300 Toronto, Ontario M6A1C8 I, Michael Tylman, ASO, have the authority to bind the corporation. This document is not authorized under Power of Attorney by this party. Capacity Transferee(s) Name CANON CANADA INC. Address for Service 6390 Dixie Road Mississauga, Ontario L5T1P7 Share 3 Statements The Corporation of the City of Brampton has consented to the severance herein. See Schedules 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 PlanningI Act to the transferor(s) and [have made inquiries of the transferor(s) to determine that this transfer does not contravene that Act andM»edI on the rnformafon^upplied by the transferor(s), to the best of my knowledge and belief, th.s transfer does not contravene that Act. I am an Ontario solicitor in good standing. Q T A T F M F N T OF THE SOLICITOR FOR THE TRANSFEREE (S): I have investigated the title to this land and to abutting land where am an Ontario solicitor in good standing. Zl Signed By H - — . s°i K r s , r e e , ' S t e 2 0 0 —,(s, L4K 1Y2 Tel Fax 905-760-2600 905-760-2900 I am the solicitor for the transferor(s) and I am not one and the same as the solicitor for the transferee(s). I have the authority to sign and register the document on behalf of the Transferor(s). s,9ned 20130726 LRO# 43 Transfer Receipted as PR2406716 on 2013 07 26 The applicant(s) hereby applies to the Land Registrar. ^ ^ yyyy mm dd at 14:56 Page Signed By .rinl,a c F r e d C3j0Ka 181 Bay Street, Suite 4400, Brookfield Place acting for Transferee(s) Signed 2013 07 25 Toronto M5J 2T3 Tel 416-865-7094 Fax 416-865-7048 I am the solicitor for the transferee(s) and I am not one and the same as the solicitor for the transferor(s). I have the authority to sign and register the document on behalf of the Transferee(s). Submitted By 181 Bay Street, Suite 4400, Brookfield Place Toronto M5J 2T3 MCMILLAN LLP Tel 416-865-7094 Fax 416-865-7048 Fees/Taxes/Payment Statutory Registration Fee $60.00 Provincial Land Transfer Tax $355,991.90 Total Paid $356,051.90 File Number Transferor Client File Number: 206575 2013 07 26 LAND TRANSFER TAX STATEMENTS In the matter of the conveyance of: 14088 - 0269 PT LT 1, CON 5 WHS (CHING) DESIGNATED AS PARTS 2, 10, 11, 12, 13, 16 AND 17 PLAN 43R-35353; SUBJECT TO AN EASEMENT IN GROSS OVER PARTS 13 AND 16, PLAN 43R-35353 AS IN PR1787692; SUBJECT TO AN EASEMENT IN GROSS OVER PART 17, PLAN 43R-35353 AS IN PR1787693; SUBJECT TO AN EASEMENT IN GROSS OVER PART 10, PLAN 43R-35353 AS IN PR2399624- SUBJECT TO AN EASEMENT IN GROSS OVER PARTS 11,12 AND 13 PLAN 43R-35353 UNTIL 2014/07/12 AS IN PR2399625; CITY OF BRAMPTON BY: ORNSTOCK DEVELOPMENTS LIMITED TO: CANON CANADA INC. %(all PINs) 1. KAZUTOOGAWA 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; 0 (c) A transferee named in the above-described conveyance; • (d) The authorized agent or solicitor acting in this transaction for 0 described in paragraph(s) ( J above. (e) The President, Vice-President, Manager, Secretary, Director, or Treasurer authorized to act for CANON CANADA INC. described in paragraph(s) (c) above, n (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 ( J and as such, I have personal knowledge of the facts herein deposed to. 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. The total consideration for this transaction is allocated as follows: (a) Monies paid or to be paid in cash (b) Mortgages 23,834,460.00 0.00 (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) 23,834,460.00 (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 (i) Other considerations for transaction not included in (g) or (h) above 0.00 (j) Total consideration PROPERTY Information Record A. Nature of Instrument: ^^ Transfer LRO 43 B. Property(s) 23,834,460.00 Registration No. PIN 14088-0269 PR2406716 Date: 2013/07/26 Address BRAMPTON C. Address for Service: 6390 Dixie Road Mississauga, Ontario L5T1P7 D. (i) Last Conveyance(s): PIN 14088-0269 Registration No. Assessment Roll No PR2403659 (ii) Legal Description for Property Conveyed : Same as in last conveyance? Yes • E. Tax Statements Prepared By: Fred Gjoka 181 Bay Street, Suite 4400, Brookfield Place Toronto M5J 2T3 No 0 Not known 0 Phase One, Phase Two and RSC Property Steeles Avenue West & Mississauga Road (Part Lot 1, Con 5 WHS as Parts 2, 10-13, 16&17, 43R35353) TABLE OF AREAS OF POTENTIAL ENVIRONMENTAL CONCERN (Refer to clause 16(2)(a), Schedule D, O. Reg. 153/04) Area of Potential Environmental Concern Location of Area of Potential Environmental Potentially Contaminating Concern on Phase One Activity Property Location of PCA (on-site or off-site) Contaminants of Potential Concern Media Potentially Impacted (Ground water, soil and/or sediment) On-site Metals, Ocs Soil APEC A Entire Property #40 - Pesticides (including Herbicides, Fungcides and Anti-Fouling Agents) Manufacturing, Processing, Bulk Storage and LargeScale Applications APEC B Southeast portion of the Property #28 - Gasoline and Associated Products Storage in Fixed Tanks Off-site PHCs, VOCs & BTEX Soil, Groundwater APEC C Southeast portion of the Property #28 - Gasoline and Associated Products Storage in Fixed Tanks Off-site PHCs, VOCs & BTEX Soil, Groundwater APEC D South portion of the Property Other - Ontario Spills Off-site PHCs, VOCs & BTEX Soil, Groundwater Terraprobe Inc. Project: 13-12-2156-1 Page 1 of 1 Steeles Avenue West & Mississauga Road (Part Lot 1, Con 5 WHS as Parts 2, 10-13, 16&17, 43R35353) TABLE OF CURRENT AND PAST USES OF THE PHASE ONE PROPERTY (Refer to clause 16(2)(b), Schedule D, O. Reg. 153/04) Year Name of Owner Description of Property Use Property Use 2013 to Present Canon Canada Inc. Agricultural or other use 1969 - 2013 Ornstock Developments limited Agricultural or other use 1968 - 1969 1968 - 1968 Stonewood Developments Limisted and Fee-Simple Land Corporation Limited Peter McGregor (trustee), Pietro Di Blasio (trustee), Antonio Di Blasio (trustee), Jack Borestein and Sam Stenbaum 1968 - 1968 Millaran Devleopments Limited 1947 - 1968 William D. Fraser 1942 - 1947 Esther Maud Fraser 1940 - 1942 William J. Fraser 1906 - 1940 William Tisdale 1886 - 1906 Letitia Arnott 1873 - 1886 John P. Arnott 1858 - 1873 Henry Arnett 1830 - 1858 John William Arnott 1829 - 1830 Canada Company Prior to Crown Notes: AP is aerial photograph OBM is Ontario Base Map Other Observations from Aerial Photographs, Fire Insurance Plans, Etc. Property was rural/vacant field at the time of the Phase One site inspection. No structures were present on the Property 2002 OBM: No Structures were present on the Property 1985 AP: No significant changes 1978 AP: No significant changes No Other Observations The Property was undevelped and in agricultural use as a cultivated field 1965 AP: No significant changes 1946 AP: Property was in use as farmland Agricultural or other use No Other Observations Terraprobe Consulting Geotechnical & Environmental Engineering Construction Materials Inspection & Testing PHASE TWO CONCEPTUAL SITE MODEL STEELES AVENUE WEST & MISSISSAUGA ROAD BRAMPTON, ONTARIO File No 13-12-2156 March 13, 2014 ©Terraprobe Inc. Terraprobe Inc. Greater Toronto Hamilton – Niagara Central Ontario Northern Ontario 11 Indell Lane Brampton, Ontario L6T 3Y3 (905) 796-2650 Fax: 796-2250 903 Barton Street, Unit 22 Stoney Creek, Ontario L8E 5P5 (905) 643-7560 Fax: 643-7559 220 Bayview Drive, Unit 25 Barrie, Ontario L4N 4Y8 (705) 739-8355 Fax: 739-8369 1012 Kelly Lake Rd., Unit 1 Sudbury, Ontario P3E 5P4 (705) 670-0460 Fax: 670-0558 www.terraprobe.ca Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario March 13, 2014 File No. 13-12-2156 TABLE OF CONTENTS SECTION PAGE 1.0 INTRODUCTION ........................................................................................................................... 1 1.1 Property Description ........................................................................................................... 1 2.0 INFORMATION FROM THE PHASE ONE ENVIRONMENTAL SITE ASSESSMENT .......... 2 2.1 Areas Where Potentially Contaminating Activity Has Occurred ....................................... 2 2.2 Subsurface Structures and Utilities ..................................................................................... 2 3.0 PHYSICAL SETTING OF THE PHASE TWO PROPERTY ........................................................ 4 3.1 Site Stratigraphy ................................................................................................................. 4 3.1.1 Surficial Materials.................................................................................................. 4 3.1.2 Fill Materials .......................................................................................................... 4 3.1.3 Native Soil ............................................................................................................. 4 3.1.4 Bedrock .................................................................................................................. 4 3.2 Approximate Depth to Water Table .................................................................................... 4 3.3 Site Hydrogeological Characteristics .................................................................................. 5 3.4 Approximate Depth to Bedrock .......................................................................................... 5 3.5 Section 41 or 43.1 ............................................................................................................... 5 3.6 Soils Placed On, In or Under the Phase Two Property ....................................................... 5 3.7 Proposed Buildings ............................................................................................................. 5 4.0 CONTAMINATION IN OR UNDER THE PHASE TWO PROPERTY ....................................... 6 4.1 Areas Where Contaminants are Present .............................................................................. 6 4.2 Contaminants Associated with Each Area .......................................................................... 6 4.3 Medium in Which Contaminant are Associated ................................................................. 7 4.4 Information Known about Each Contaminated Area .......................................................... 7 4.5 Distribution of Contaminant ............................................................................................... 7 4.6 Reasons for Discharge of Contaminant .............................................................................. 7 4.7 Migration of Contaminant................................................................................................... 7 4.8 Climatic or Meteorological Influences on Migration ......................................................... 7 4.9 Soil Vapour Intrusion into Buildings .................................................................................. 7 4.10 Relevant Construction Features of Buildings ..................................................................... 7 4.11 Building HVAC .................................................................................................................. 7 4.12 Subsurface Structures and Utilities ..................................................................................... 8 Terraprobe Page No ii Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 1.0 March 13, 2014 File No. 13-12-2156 INTRODUCTION The following document presents the Phase Two Conceptual Site Model for the Property located at the northwest corner of Steeles Avenue West and Mississauga Road, in Brampton, Ontario. The Phase Two Conceptual Site Model is part of the report entitled “Phase Two Environmental Site Assessment, Mississauga Road and Steeles Avenue West, Brampton, Ontario” prepared by Terraprobe Inc. The Phase Two Environmental Site Assessment was conducted based upon the findings and recommendations of the Phase One Environmental Site Assessment completed for the Property by Terraprobe Inc. dated October 22, 2013. 1.1 Property Description The Property is a parcel of land located at the northwest corner of Steeles Avenue West and Mississauga Road in the City of Brampton. The Phase Two Property information is provided in Table 1.1, below. Table 1.1: Phase Two Property Identification Municipal Addresses Legal Description PIN Zoning Assessment Roll Number 8000 Mississauga Road Part of East Half of Lot 1, Concession 5 West of H.S. as Parts 2, 10-13, 16&17, 43R35353 14088-0272 (LT) Agricultural 10-08-0-012-13200-0000 and 10-08-0-011-25000-000 The site is currently undeveloped farmland. It is proposed to develop the site with a new commercial office building for Canon Canada. The Property will change land use from agricultural to commercial, which is less sensitive. O. Reg. 153/04 as amended does not require a Record of Site Condition (RSC); however, it is understood that the City of Brampton has requested a RSC for the site as part of the development approval process. Terraprobe Page No 1 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 2.0 March 13, 2014 File No. 13-12-2156 INFORMATION FROM THE PHASE ONE ENVIRONMENTAL SITE ASSESSMENT 2.1 Areas Where Potentially Contaminating Activity Has Occurred The following Potentially Contaminating Activities (PCAs) were identified in the Phase One ESA for the Property: #40 Pesticides (including Herbicides, Fungicides and Anti-Fouling Agents) Manufacturing, Processing, Bulk Storage and Large-Scale Applications. #28 Gasoline and Associated Products Storage in Fixed Tanks. Other – Ontario Spills. The following Areas of Potential Environmental Concern (APECs) resulting from the PCAs were identified by the Phase One ESA: 2.2 A. APEC A is a result of the possible herbicides and/or pesticides application as part of the historical agricultural use of the Property. The Property has been agricultural in use for several decades. The APEC encompasses the entire Property. The potential Contaminants of Concern (CoCs) include Organochlorine Pesticides (OCs) and Metals based on the historic agricultural/rural and undeveloped state of the Property. B. APEC B is a result of the gas station located approximately 60 metre east of the southeast corner of the Property, at 1990 Steeles Avenue West. The APEC is located at the southeast portion of the Property. The potential CoCs include petroleum hydrocarbons (PHCs), volatile organic compounds (VOCs), benzene, toluene, ethylbenzene and xylenes (BTEX). C. APEC C is a result of a former gas station located approximately 60 metre southeast of the Property, at 7991 Mississauga Road. The APEC is located at the southeast portion of the Property. The potential CoCs include petroleum hydrocarbons (PHCs), volatile organic compounds (VOCs), benzene, toluene, ethylbenzene and xylenes (BTEX). D. APEC D is a result of a diesel fuel spill in 1994 on Steeles Avenue West, adjacent to the south of the Property. The APEC is located at the south portion of the Property. The potential CoCs include petroleum hydrocarbons (PHCs), volatile organic compounds (VOCs), benzene, toluene, ethylbenzene and xylenes (BTEX). Subsurface Structures and Utilities The subject property is not currently serviced. There is a regional water main on the north side of Steeles Avenue West, on the southeast portion of the Property. It is possible that contaminated ground water, if present, could migrate horizontally along the water main trench. The majority of the Property was Terraprobe Page No 2 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario March 13, 2014 File No. 13-12-2156 covered by grass. As such, infiltration of storm water from the ground surface would pose as potential pathway for possible contaminants. Terraprobe Page No 3 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 3.0 PHYSICAL SETTING OF THE PHASE TWO PROPERTY 3.1 Site Stratigraphy March 13, 2014 File No. 13-12-2156 Detailed geological information for the site is presented on the borehole logs in Appendix A and geologic cross sections are presented on Figure 4 and Figure 5. The geology is summarized below. 3.1.1 Surficial Materials No surficial materials (granular or asphalt) were encountered at any borehole locations on the Property. 3.1.2 Fill Materials No fill materials were encountered at any borehole locations on the Property. 3.1.3 Native Soil Topsoil was encountered at all borehole locations on the Property and extended to depths up to 0.45 m below grade. Weathered/disturbed glacial till was encountered underlying the topsoil and extended to depths ranging from 0.8 to 1.5 m across the site. The unweathered glacial till deposit was encountered underlying the weathered or disturbed zone. The undisturbed native soils predominantly consisted of sandy silt that is clayey to containing some clay and trace gravel. The unweathered glacial till were found at elevations approximately between 189.9 m and 177.5 m above sea level (masl). Complete borehole logs are presented in Appendix A. Results of soil grain size analyses are provided in Appendix B. 3.1.4 Bedrock Inferred bedrock was only encountered in Borehole P7, at the northeast corner of the site. The glacial till was underlain by the inferred bedrock at a depth of 2.3 m (Elev. 188.4 m). The bedrock is inferred based on auger grinding, split spoon bouncing and samples retrieved in the split spoon sampler. The bedrock fragments recovered were reddish brown and were consistent with the bedrock of the Queenston Formation which is typically found in this area of Brampton. 3.2 Approximate Depth to Water Table Ground water levels were measured within all monitoring wells available at the site using a Solinst interface probe. There was no evidence of light non-aqueous phase liquid (LNAPL) in the monitoring wells when water levels were measured on October 29, 2012 and November 2, 2012. The ground water levels are summarized below. Terraprobe Page No 4 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario March 13, 2014 File No. 13-12-2156 Ground Water Levels Date Well BH 106 BH 114 BH 118 BH 20 BH 22 Well Elevation (m asl) 186.6 186.5 187.1 186.5 185.6 October 29, 2012 Water Water Level Elevation (m bmp) (m asl) 2.6 184.1 2.2 184.3 Dry Dry at 180.5 1.9 184.7 1.4 184.2 November 2, 2012 Water Water Level Elevation (m bmp) (m asl) 2.7 183.9 2.2 184.3 Dry Dry at 180.5 1.8 184.7 1.4 184.2 Based on the measured ground water elevations, the ground water flow direction was determined to be in a southwest direction, towards Levi’s Creek. The ground water table is located in the unweathered glacial till and is considered unconfined. Ground water contours are presented on Figure 3. The ground water tables are presented on the cross sections in Figure 5. 3.3 Site Hydrogeological Characteristics The hydraulic conductivity of the glacial till as measured from slug tests at BH 106 and BH 114 ranged from approximately 1 to 6 x 10-8 m/s. The slug test data are provided in Appendix C. The horizontal hydraulic gradient of the ground water was determined to be approximately 0.01. The vertical hydraulic gradient could not be reliably determined from the available data. 3.4 Approximate Depth to Bedrock Inferred bedrock was only encountered at Borehole P7, located at the northeast corner of the Property. The depth to bedrock at this location is 2.3 m (Elev. 188.4 m). Recovered samples indicated that the bedrocks is red shale of the Queenston Formation. 3.5 Section 41 or 43.1 Section 41 of the regulation (Environmentally Sensitive Areas) does not apply to the Phase Two Property. Section 43.1 of the regulation (shallow soil property or water body) does not apply to the Property. 3.6 Soils Placed On, In or Under the Phase Two Property No soils have been imported or placed on, in or under the Phase Two Property since the Phase One ESA was completed in October 2012. No fill materials were found at the Phase Two ESA Property. 3.7 Proposed Buildings It is proposed to develop the site with a new commercial office building for Canon Canada. The Property will change land use from agricultural to commercial, which is less sensitive. Terraprobe Page No 5 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 4.0 March 13, 2014 File No. 13-12-2156 CONTAMINATION IN OR UNDER THE PHASE TWO PROPERTY Applicable Site Condition Standard The applicable soil and ground water Standards for the Property were determined to be those in Table 3 of the April 15, 2011 Ontario Ministry of Environment (MOE) “Soil, Ground Water and Sediment Standards for use under part XV.1 of the Environmental Protection Act” for Industrial/Community/Commercial property use in a non- potable ground water condition for mediumfine textured soil (Table 3 ICC Standards). These are considered to be the applicable Standards for the following reasons: The Property will be developed for commercial purposes. Soil at the Property was determined to be medium/fine textured based on grain size analysis of eleven representative soil samples. Bedrock across the Property is located at a depth of greater than 2 m. The site is located in the City of Brampton, which obtains its potable water from surface water sources. The site is not located within 30 m of a surface water body. Media Investigated Based on the potentially contaminating activities identified in the Phase One ESA for the Property, it was decided that sampling and analysis was required only for both soil and ground water on the Property. Sample locations were selected to investigate all APECs as identified in the Phase One ESA. No surface water was present on the Property; therefore, sediment sampling or surface water sampling was not conducted. 4.1 Areas Where Contaminants are Present The results of chemical analyses indicated that all analyzed parameters meet the MOE Table 3 Standards for Industrial/Commercial/Community use. All PCAs and potential contaminants of concern identified in the Phase One Conceptual Site Model were investigated. Based on the results of the Phase Two ESA, there were no contaminants of concern found at the Property above the applicable site condition standards. Based on these considerations, no areas were identified where contamination is present on the Property. 4.2 Contaminants Associated with Each Area No contaminants of concern were found at the Property above the applicable site condition standards. Terraprobe Page No 6 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 4.3 March 13, 2014 File No. 13-12-2156 Medium in Which Contaminant are Associated The Phase One ESA CSM had identified Potential Contaminant of Concern associated with potential pesticides and/or herbicides use on the Property, adjacent oil spills and presence of current and former gas stations near the Property. All PCAs and potential contaminants of concern identified in the Phase One Conceptual Site Model were investigated. 4.4 Information Known about Each Contaminated Area No contaminated areas were identified on the Property. 4.5 Distribution of Contaminant No contaminants of concern were identified at the Property. 4.6 Reasons for Discharge of Contaminant No discharges of contaminants were identified at the Property. 4.7 Migration of Contaminant No contaminants were identified on the Property. Therefore migration of contaminants is not relevant. 4.8 Climatic or Meteorological Influences on Migration The majority of the Property was covered by soft surface cap (grass). Due to the soft surface cap, climatic or meteorological influence on migration of potential contamination on the property is possible; however, no contaminants were present. Therefore it is unlikely that the contaminant will migrate within the Phase Two Property or off site. 4.9 Soil Vapour Intrusion into Buildings No volatile contaminants were identified in the soil during the investigation, and no buildings are present on the Property. Therefore, there is no possibility for soil vapour intrusion of contaminants into buildings. 4.10 Relevant Construction Features of Buildings There were no buildings on the Phase Two Property. 4.11 Building HVAC Building HVAC systems were not present on the Phase Two Property. Terraprobe Page No 7 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 4.12 March 13, 2014 File No. 13-12-2156 Subsurface Structures and Utilities Subsurface structures and utilities were not present on the Phase Two Property. Terraprobe Page No 8 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 5.0 POTENTIAL EXPOSURE PATHWAYS AND RECEPTORS 5.1 Description of All Components March 13, 2014 File No. 13-12-2156 Following is the list of all risk based components of the potential exposure pathways and receptors. These components are used in this section as well as the graphical representation of the pathways and receptors presented on Figure 7. Please note Figure 7 is a graphical representation of potential pathways and receptors and does not have a scale or orientation which can be related to the Phase Two Property. GW1 – Groundwater for drinking water purposes GW2 – Groundwater for protection from movement to indoor air GW3 – Groundwater for protection of aquatic life S1 – Soil for protection of a residential receptor from direct contact with surface soil S2 – Soil for protection from direct soil contact for a lower frequency and intensity exposure than residential surface soil, such as commercial or industrial scenarios S3 – Soil for direct soil contact for a low-frequency, high-intensity, human health exposure scenario without children present that is protective of a worker digging in the soil S-IA – Soil for protection of movement to indoor air and human exposure S-OA – Soil for protection of movement to outdoor air and human exposure S-Odour – Soil for protection of excessive odours S-GW1 – Soil for protection from movement to ground water for drinking water purposes S-GW3 – Soil for protection from movement to ground water and then to aquatic life Plants and Soil Organisms – Soil for protection against adverse effects to plants and soil dwelling organisms Mammals and Birds – Soil for protection against adverse effects through direct soil and food ingestion to mammals and birds Terraprobe Page No 9 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 5.2 March 13, 2014 File No. 13-12-2156 Receptor Human Health Potential Pathway Potential Risks Sources Contaminant of Concern from Phase One ESA GW1 Contamination not present in ground water PHCs, VOCs & BTEX Potential Risks No Risk – No Source No Risk – No Pathway No Risk – No Receptor GW2 Contamination not present in ground water PHCs, VOCs & BTEX No Risk – No Source No Risk – No Pathway No Risk – No Receptor S1 Contamination not present in fill material Contamination not present in native soil Metals, Ocs, PHCs, VOCs & BTEX No Risk – No Source No Risk – No Pathway No Risk – No Receptor S2 Contamination not present in fill material Contamination not present in native soil Metals, Ocs, PHCs, VOCs & BTEX No Risk – No Source No Risk – No Pathway No Risk – No Receptor S3 Contamination not present in fill material Contamination not present in native soil Metals, Ocs, PHCs, VOCs & BTEX No Risk – No Source No Risk – No Pathway No Risk – No Receptor S-IA Contamination not present in fill material PHCs, VOCs & BTEX No Risk – No volatiles No Risk – No Pathway Contamination not present in native soil No Risk – No Receptor S-OA Contamination not present in fill material PHCs, VOCs & BTEX No Risk – No volatiles No Risk – No Pathway Contamination not present in native soil No Risk – No Receptor S-Odour Contamination not present in fill material PHCs, VOCs & BTEX No Risk – No volatiles No Risk – No Pathway Contamination not present in native soil No Risk – No Receptor S-GW1 Contamination not present in native soil Contamination not present in ground water PHCs, VOCs & BTEX No Risk – No Source No Risk – No Pathway No Risk – No Receptor Terraprobe Page No 10 Phase Two ESA Conceptual Site Model Steeles Ave. West & Mississauga Rd, Brampton, Ontario 5.3 March 13, 2014 File No. 13-12-2156 Receptor Terrestrial Environment Potential Pathway Potential Risks Sources Contaminant of Concern from Phase One ESA Potential Risks Plants and Soil Organisms Contamination not present in fill material Metals, Ocs, PHCs, VOCs & BTEX No Risk – No Source Contamination not present in native soil No Risk – No Pathway No Risk – No Receptor Mammals and Birds Contamination not present in fill material Contamination not present in native soil Metals, Ocs, PHCs, VOCs & BTEX No Risk – No Source No Risk – No Pathway No Risk – No Receptor 5.4 Receptor Aquatic Environment Potential Pathway Potential Risks Sources Contaminant of Concern from Phase One ESA Potential Risks GW3 Contamination not present in ground water PHCs, VOCs & BTEX No Risk – No Source No Risk – No Pathway No Risk – No Receptor S-GW3 Contamination not present in native soil PHCs, VOCs & BTEX Contamination not present in ground water No Risk – No Source No Risk – No Pathway No Risk – No Receptor 5.5 Summary of Potential Receptor Risks No Potential Contaminants of Concern identified in the Phase One ESA were found to be present on the Property above the applicable Generic Standard, it is concluded that there are no potential risks associated with the Property in relation to the Human Receptor, the Terrestrial Environment and the Aquatic Environment. Terraprobe Page No 11 APPENDICES TERRAPROBE INC. APPENDIX A TERRAPROBE INC. Terraprobe BOREHOLE LOG 20 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 19, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.2 0.3 185.8 0.8 1 GROUND SURFACE 280mm TOPSOIL Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.5 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598668, N: 4831222 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 6 186 2 SS 19 185 3 SS 24 4 SS 38 5 SS 44 2 184 3 183 4 182 ...at 4.6 m, grey 6 SS 82 5 181 6 7 SS 50 180 library: library - terraprobe gint.glb report: terraprobe soil log 7 178.9 7.6 8 178.5 8.0 179 SILTY SAND, some gravel, trace clay, very dense, reddish brown, wet ...at 7.6m, spoon wet 8 SS 95 / 250mm 21 34 37 8 END OF BOREHOLE Borehole was dry and open upon completion of drilling. 50mm monitoring well installed. WATER LEVEL READINGS Date Water Depth (m) Elevation (m) October 29, 2012 1.9 184.7 November 2, 2012 1.8 184.7 Terraprobe BOREHOLE LOG 21 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 19, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.6 0.8 1 1 SS 11 186 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 25 Type (WEATHERED/DISTURBED) GROUND SURFACE 150mm TOPSOIL Number Elevation Scale (m) 186.3 186.2 0.2 Description Graphic Log Elev Depth (m) SAMPLES 185 3 SS 29 4 SS 32 5 SS 51 2 184 3 183 4 182 ...at 4.6 m, grey 6 SS 43 5 181 6 7 179.8 6.6 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 26 180 : Solid stem augers Penetration Test Values (Blows / 0.3m) Moisture / Plasticity Dynamic Cone 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Drilling Method SOIL PROFILE SPT 'N' Value 0 Elevation Datum : Geodetic (NAD83) Instrument Details : CME 55, track-mounted 1 of 1 Headspace Vapour : E: 598693, N: 4831196 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 22 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 19, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.3 0.3 184.8 0.8 1 GROUND SURFACE 280mm TOPSOIL Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 8 185 2 SS 24 3 SS 25 4 SS 59 5 SS 36 184 2 3 183 ...at 3.0 m, grey 182 4 181 ...at 4.6 m, brownish grey 6 SS 46 5 180 6 7 SS 57 179 library: library - terraprobe gint.glb report: terraprobe soil log 7 178 8 8 SS 37 177.5 8.1 END OF BOREHOLE Borehole was dry and open upon completion of drilling. 50mm monitoring well installed. WATER LEVEL READINGS Date Water Depth (m) Elevation (m) October 29, 2012 1.4 184.2 November 2, 2012 1.4 184.2 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 185.6 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598670, N: 4831189 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 101 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 187.6 0.2 187.1 0.8 1 GROUND SURFACE 200mm TOPSOIL Trace rootlets (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 8 2 SS 25 3 SS 37 4 SS 23 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.8 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598571, N: 4831329 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 187 186 8 21 42 29 2 185 3 5 SS 51 184 4 ...at 4.6 m, grey 6 182.9 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 89 / 250mm 183 ...at 3.8m, light auger grinding Terraprobe BOREHOLE LOG 102 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.6 0.8 1 GROUND SURFACE 180mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 7 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 27 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.4 187.2 0.2 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598588, N: 4831309 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 187 186 3 SS 28 4 SS 43 5 SS 29 2 185 3 184 ...at 3.8m, heavy auger grinding and refusal, moved BH 1.5m south and re-augered 4 183 ...at 4.6 m, grey 6 5 182.4 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 41 Terraprobe BOREHOLE LOG 103 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 26, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 187.0 0.8 1 GROUND SURFACE 100mm TOPSOIL Trace rootlets (WEATHERED/DISTURBED) 1 SS 5 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 27 3 SS 31 4 SS 34 186 185 5 SS 52 184 4 ...at 4.6 m, grey 6 SS 37 183 5 182 6 7 library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. 40 80 Field Vane Lab Vane 120 160 PL MC LL 10 20 30 Unstabilized Water Level Unconfined Pocket Penetrometer Liquid Limit Instrument Details 10 20 30 40 Undrained Shear Strength (kPa) Plastic Natural Limit Water Content Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 6 24 47 23 3 END OF BOREHOLE Moisture / Plasticity Dynamic Cone 187 2 181.2 6.6 : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.8 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598537, N: 4831315 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 SS 70 Terraprobe BOREHOLE LOG 104 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West GROUND SURFACE 100mm TOPSOIL (WEATHERED/DISTURBED) 186.8 0.8 1 1 SS 8 187 SANDY SILT, some clay to clayey, trace gravel, hard, brown, moist (GLACIAL TILL) 2 SS 37 3 SS 33 4 SS 33 5 SS 48 186 2 185 3 184 4 183 ...at 4.6 m, brownish grey 6 5 182.6 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 65 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.6 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598545, N: 4831305 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 105 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 187.1 0.2 186.5 0.8 1 GROUND SURFACE 200mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 8 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 29 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.3 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598563, N: 4831286 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 187 186 3 SS 33 2 185 3 ...at 3.8 m, cobble obstruction 4 SS 35 5 SS 50 / 50mm 6 AS 4 184 ...at 3.8m, heavy auger grinding and refusal, spoon bouncing, moved BH 1.8m north and re-augered 50 / 0mm 183 ...at 4.6 m, greyish brown 182.4 4.9 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. 7 SS 50 / 150mm Terraprobe BOREHOLE LOG 106 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West GROUND SURFACE 200mm TOPSOIL (WEATHERED/DISTURBED) 185.9 0.8 1 1 SS 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.6 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598582, N: 4831266 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 8 186 SANDY SILT, some clay to clayey, trace gravel, hard, brown, moist (GLACIAL TILL) 2 SS 30 3 SS 27 4 SS 67 / 200mm 185 2 184 ...at 2.9m, light auger grinding to 3.8m 3 5 SS 57 183 4 ...at 4.6 m, dark brownish grey 6 SS 50 / 75mm 182 5 181 6 7 SS 51 16 27 35 22 180.1 6.6 END OF BOREHOLE Borehole was dry and open upon completion of drilling. library: library - terraprobe gint.glb report: terraprobe soil log 50mm monitoring well installed. WATER LEVEL READINGS Date Water Depth (m) Elevation (m) October 29, 2012 2.6 184.1 November 2, 2012 2.7 183.9 Terraprobe BOREHOLE LOG 107 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.6 0.3 185.1 0.8 1 GROUND SURFACE 280mm TOPSOIL Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 5 2 SS 18 3 SS 27 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 185.9 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598602, N: 4831248 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 185 184 2 4 SS ...at 2.4m, light auger grinding 59 183 3 5 SS 53 ...at 3.4 m, grey 182 4 6 5 180.9 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 38 181 ...at 3.8m, auger grinding Terraprobe BOREHOLE LOG 108 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.0 0.5 184.7 0.8 1 GROUND SURFACE 450mm TOPSOIL 1 SS 3 185 Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 18 184 3 SS 36 4 SS 48 5 SS 58 2 183 3 182 4 181 ...at 4.6 m, becoming grey 6 SS 80 5 180 6 ...at 6.1 m, dark brownish grey 7 END OF BOREHOLE Borehole was dry and open upon completion of drilling. library: library - terraprobe gint.glb report: terraprobe soil log SS 82 179 178.9 6.6 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 185.5 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598623, N: 4831225 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 109 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.5 0.2 186.0 0.8 1 GROUND SURFACE 200mm TOPSOIL (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, hard, brown, moist (GLACIAL TILL) 1 SS 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.7 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598524, N: 4831286 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 9 186 2 SS 33 3 SS 34 4 SS 74 185 2 184 3 ...at 3.0 m, grey 5 SS 36 183 4 181.9 4.8 ...at 4.6 m, dark brownish grey END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. 6 SS 50 / 75mm 182 ...at 3.8m, light auger grinding Terraprobe BOREHOLE LOG 110 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.0 0.3 185.6 0.8 1 GROUND SURFACE 300mm TOPSOIL Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, hard, brown, moist (GLACIAL TILL) 1 SS 6 2 SS 31 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.3 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598545, N: 4831267 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 186 185 3 SS 34 4 SS 80 / 200mm 6 16 49 29 2 184 3 ...at 3.0m, light auger grinding 5 SS 49 183 4 182 ...at 4.6 m, grey 6 5 181.3 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 59 Terraprobe BOREHOLE LOG 111 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.7 0.3 GROUND SURFACE 300mm TOPSOIL Trace organics (WEATHERED/DISTURBED) 1 184.5 1.5 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 8 2 SS 12 3 SS 45 2 186 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.0 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598562, N: 4831248 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 185 184 4 SS 42 3 183 5 SS 52 4 182 ...at 4.6 m, brownish grey 6 SS 27 5 181 6 180 ...at 6.1m, spoon wet 7 179.5 6.6 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 45 Terraprobe BOREHOLE LOG 112 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.8 0.3 185.3 0.8 1 GROUND SURFACE 300mm TOPSOIL Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 12 2 SS 25 3 SS 32 40 80 Field Vane Lab Vane 120 160 PL MC LL 10 20 30 Unstabilized Water Level Unconfined Pocket Penetrometer Liquid Limit Instrument Details 10 20 30 40 Undrained Shear Strength (kPa) Plastic Natural Limit Water Content Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 185 184 4 SS 47 5 SS 45 3 10 31 40 19 183 4 182 ...at 4.6 m, grey 6 181.0 5.0 END OF BOREHOLE Borehole was dry and open upon completion of drilling. library: library - terraprobe gint.glb report: terraprobe soil log Moisture / Plasticity Dynamic Cone 186 2 5 : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.1 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598581, N: 4831232 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 SS 36 Terraprobe BOREHOLE LOG 113 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 19, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.1 0.3 185.6 0.8 1 GROUND SURFACE 280mm TOPSOIL (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 8 2 SS 23 186 185 3 SS 30 4 SS 36 5 SS 30 2 184 3 183 4 182 ...at 4.6 m, brownish grey 6 5 181.3 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 23 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.4 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598605, N: 4831208 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 114 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.1 0.4 185.7 0.8 1 GROUND SURFACE 350mm TOPSOIL 1 SS Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level 10 20 30 40 Undrained Shear Strength (kPa) Plastic Natural Limit Water Content Instrument Details Moisture / Plasticity Dynamic Cone Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 7 Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, hard, brown, moist (GLACIAL TILL) : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.5 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598513, N: 4831272 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 186 2 SS 35 185 3 SS 36 4 SS 53 5 SS 54 2 184 3 183 4 182 ...at 4.6 m, brownish grey 6 SS 75 5 181 6 7 SS 56 11 33 38 18 180 179.9 6.6 END OF BOREHOLE Borehole was dry and open upon completion of drilling. library: library - terraprobe gint.glb report: terraprobe soil log 50mm monitoring well installed. WATER LEVEL READINGS Date Water Depth (m) Elevation (m) October 29, 2012 2.2 184.3 November 2, 2012 2.2 184.3 Terraprobe BOREHOLE LOG 115 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.1 0.3 185.7 0.8 1 GROUND SURFACE 300mm TOPSOIL Trace rootlets (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 8 186 2 SS 28 185 3 SS 36 4 SS 38 5 SS 63 2 184 3 183 4 182 ...at 4.6 m, grey 6 5 181.4 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 41 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.4 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598532, N: 4831253 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 116 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 17, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.9 0.8 1 GROUND SURFACE 150mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 40 80 Field Vane Lab Vane 120 160 PL MC LL 10 20 30 Unstabilized Water Level Unconfined Pocket Penetrometer Liquid Limit Instrument Details 10 20 30 40 Undrained Shear Strength (kPa) Plastic Natural Limit Water Content Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 186 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 23 3 SS 27 4 SS 49 185 1 19 44 36 184 3 5 SS 58 183 4 ...at 4.6 m, grey 182 6 181.7 5.0 END OF BOREHOLE Borehole was dry and open upon completion of drilling. library: library - terraprobe gint.glb report: terraprobe soil log Moisture / Plasticity Dynamic Cone 5 2 5 : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.7 186.5 0.2 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598551, N: 4831234 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 SS 47 Terraprobe BOREHOLE LOG 117 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.7 0.3 186.2 0.8 1 GROUND SURFACE 250mm TOPSOIL Trace rootlets (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 9 2 SS 32 3 SS 39 186 185 2 4 SS 25 184 3 ...at 3.0 m, brownish grey 5 SS 40 183 4 ...at 4.6 m, grey 6 5 181.9 5.0 48 182 END OF BOREHOLE Borehole was dry and open upon completion of drilling. library: library - terraprobe gint.glb report: terraprobe soil log SS 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.0 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598568, N: 4831216 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 118 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 19, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.8 0.3 186.3 0.8 1 GROUND SURFACE 250mm TOPSOIL (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.1 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598582, N: 4831187 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 187 1 SS 8 2 SS 38 3 SS 26 2 186 185 4 SS 27 5 SS 31 3 184 4 183 ...at 4.6 m, dark grey 6 SS 17 5 11 35 37 17 182 6 181 7 SS 22 180.5 6.6 END OF BOREHOLE Borehole was dry and open upon completion of drilling. library: library - terraprobe gint.glb report: terraprobe soil log 50mm monitoring well installed. WATER LEVEL READINGS Date Water Depth (m) Elevation (m) October 29, 2012 dry n/a November 2, 2012 dry n/a Terraprobe BOREHOLE LOG 119 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 18, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West GROUND SURFACE 200mm TOPSOIL (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 14 187 2 SS 12 186 3 SS 32 2 185 4 SS 23 5 SS 31 3 184 ...at 3.4 m, dark grey 4 183 6 5 182.2 5.0 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 22 Moisture / Plasticity Dynamic Cone 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level SS : Solid stem augers Penetration Test Values (Blows / 0.3m) Instrument Details 1 Number Elevation Scale (m) 186.3 1.0 Description Graphic Log 187.3 187.1 0.2 1 Drilling Method SAMPLES SPT 'N' Value 0 Elevation Datum : Geodetic (NAD83) SOIL PROFILE Elev Depth (m) 1 of 1 Headspace Vapour : CME 55, track-mounted Type : E: 598569, N: 4831199 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG 201 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 187.0 0.3 186.5 0.8 1 GROUND SURFACE 250mm TOPSOIL (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 4 2 SS 20 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.3 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598475, N: 4831342 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 187 186 3 SS 16 4 SS 50 / 150mm 5 SS 60 2 185 3 184 4 183 ...at 4.6 m, grey 6 SS 52 5 182 6 7 SS 38 181 7 library: library - terraprobe gint.glb report: terraprobe soil log 180 179.5 7.9 ...at 7.6 m, reddish brown END OF BOREHOLE Borehole was dry and open upon completion of drilling. 8 SS 50 / 75mm ...at 7.6m, spoon wet Terraprobe BOREHOLE LOG 301 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 188.1 0.2 187.6 0.8 1 1 SS 10 188 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 22 Type (WEATHERED/DISTURBED) GROUND SURFACE 200mm TOPSOIL Number Elevation Scale (m) 188.3 Description Graphic Log Elev Depth (m) SAMPLES : Solid stem augers Penetration Test Values (Blows / 0.3m) Moisture / Plasticity Dynamic Cone 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Drilling Method SOIL PROFILE SPT 'N' Value 0 Elevation Datum : Geodetic (NAD83) Instrument Details : CME 55, track-mounted 1 of 1 Headspace Vapour : E: 598380, N: 4831436 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 187 3 SS 17 4 SS 71 5 SS 50 / 125mm 2 186 3 185 ...at 3.7m, heavy auger grinding to 4.6m 4 184 6 SS 50 / 100mm 5 183 6 182.2 6.1 SILTY SAND, trace clay, trace gravel, very dense, brown, wet 7 SS 50 / 125mm ...at 6.1m, spoon wet 182 7 library: library - terraprobe gint.glb report: terraprobe soil log 181 180.6 7.8 ...at 7.6 m, greyish brown END OF BOREHOLE Borehole was dry and open upon completion of drilling. 8 SS 50 / 125mm ...at 5.2m, auger grinding to 5.5m 3 58 34 5 ...at 6.2m, auger grinding Terraprobe BOREHOLE LOG P1 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 19, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 185.1 0.3 184.7 0.8 1 GROUND SURFACE 300mm TOPSOIL Trace organics (WEATHERED/DISTURBED) SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 1 SS 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 185.4 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598665, N: 4831192 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 4 185 2 SS 16 184 3 SS 20 4 SS 46 5 SS 53 ...at 1.8m, light auger grinding 2 183 3 182 181.9 3.5 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. Terraprobe BOREHOLE LOG P2 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 186.3 0.2 GROUND SURFACE 225mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 186.5 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598500, N: 4831277 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 13 186 185.8 0.8 1 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 25 3 SS 41 4 SS 47 5 SS 55 185 ...at 1.7m, light auger grinding 2 3 183.0 3.5 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. 184 Terraprobe BOREHOLE LOG P3 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 187.0 0.8 1 GROUND SURFACE 150mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 9 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 36 3 SS 25 4 SS 45 187 186 2 185 3 5 184.3 3.5 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 40 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 187.8 187.7 0.2 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598409, N: 4831366 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG P4 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 189.6 0.8 1 GROUND SURFACE 100mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 8 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 28 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 190.3 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598287, N: 4831546 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL 190 189 3 SS 42 ...at 2.0m, auger grinding 2 4 SS 50 / 125mm 188 ...at 2.7m, auger grinding 3 187.3 3.1 187.0 3.3 SAND AND SILT, trace clay, trace gravel, very dense, brown, wet END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. 5 SS 50 / 125mm 187 4 51 38 7 Terraprobe BOREHOLE LOG P5 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West GROUND SURFACE 100mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 9 188 187.7 0.8 1 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 15 187 3 SS 33 4 SS 35 5 SS 82 2 186 3 185 184.9 3.5 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 188.4 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598579, N: 4831358 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG P6 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West GROUND SURFACE (WEATHERED/DISTURBED) 1 SS 37 189 188.7 0.8 1 SANDY SILT, some clay to clayey, trace gravel, stiff to hard, brown, moist (GLACIAL TILL) 2 SS 14 188 3 SS 41 4 SS 70 / 250mm 5 SS 76 / 250mm 2 3 186.1 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. 187 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 189.5 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598486, N: 4831468 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL Terraprobe BOREHOLE LOG P7 Client : Canon Canada Inc. Project No.: Project : Canon Canada Headquarters Date started : October 16, 2012 Location : NW corner of Mississauga Road and Steeles Avenue West 190.4 0.2 189.9 0.8 1 GROUND SURFACE 200mm TOPSOIL (WEATHERED/DISTURBED) 1 SS 8 190 SANDY SILT, some clay to clayey, trace gravel, very stiff to hard, brown, moist (GLACIAL TILL) 2 SS 25 3 SS 52 4 SS 50 / 125mm 189 2 188.4 2.3 INFERRED BEDROCK, (highly weathered), reddish brown 188 3 187.5 5 END OF BOREHOLE library: library - terraprobe gint.glb report: terraprobe soil log Borehole was dry and open upon completion of drilling. SS 50 / 100mm 10 20 30 40 Undrained Shear Strength (kPa) Unconfined Pocket Penetrometer 40 80 Field Vane Lab Vane 120 160 Plastic Natural Limit Water Content Liquid Limit PL MC LL 10 20 30 Unstabilized Water Level Moisture / Plasticity Dynamic Cone Instrument Details : Solid stem augers Penetration Test Values (Blows / 0.3m) Headspace Vapour Number Graphic Log 190.6 Description SAMPLES Elevation Scale (m) 0 Drilling Method SOIL PROFILE Elev Depth (m) 1 of 1 Elevation Datum : Geodetic (NAD83) SPT 'N' Value : CME 55, track-mounted Type : E: 598390, N: 4831542 (UTM 17T) Rig type Depth Scale (m) Position Sheet No. : 11-12-2131 Lab Data and Comments GRAIN SIZE DISTRIBUTION (%) (MIT) GR SA SI CL APPENDIX B TERRAPROBE INC. Percent Passing (%) 0 90 10 80 20 70 30 60 40 50 50 40 60 30 70 20 80 10 90 0 100 10 1 0.1 0.01 100 0.0001 0.001 Grain Size (mm) MIT SYSTEM 2mm COBBLES 60µm GRAVEL COARSE MEDIUM 2µm SAND FINE COARSE MEDIUM SILT FINE CLAY MIT SYSTEM Hole ID Sample Depth (m) Elev. (m) Gravel (%) Sand (%) Silt (%) Clay (%) 20 SS8 7.8 178.7 21 34 37 8 101 SS3 1.8 186.1 8 21 42 29 103 SS2 1.0 186.8 6 24 47 23 106 SS7 6.3 180.3 16 27 35 22 110 SS3 1.8 184.6 6 16 49 29 112 SS4 2.5 183.5 10 31 40 19 114 SS7 6.3 180.2 11 33 38 18 116 SS3 1.8 184.9 1 19 44 36 118 SS6 4.8 182.3 11 35 37 17 301 SS7 6.2 182.2 3 58 34 5 Title: Terraprobe 11 Indell Lane, Brampton Ontario L6T 3Y3 (905) 796-2650 File No.: GRAIN SIZE DISTRIBUTION APPENDIX B 11-12-2131 (Fines, %) Percent Retained (%) 100 Percent Passing (%) 0 90 10 80 20 70 30 60 40 50 50 40 60 30 70 20 80 10 90 0 100 10 1 0.1 0.01 100 0.0001 0.001 Grain Size (mm) MIT SYSTEM 2mm COBBLES 60µm GRAVEL COARSE MEDIUM 2µm SAND FINE COARSE MEDIUM SILT FINE CLAY MIT SYSTEM Hole ID P4 Sample Depth (m) Elev. (m) Gravel (%) Sand (%) Silt (%) Clay (%) SS5 3.2 187.1 4 51 38 7 Title: Terraprobe 11 Indell Lane, Brampton Ontario L6T 3Y3 (905) 796-2650 File No.: GRAIN SIZE DISTRIBUTION APPENDIX B 11-12-2131 (Fines, %) Percent Retained (%) 100 10 0 100 Fractions normalized to 100% passing the 2mm (#10) sieve 20 90 80 .00 50 silty clay loam clay loam 30 70 <0 40 60 m) 2m 0 0.0 sandy clay 5- silty clay 0 (0. PE RC EN TC LA Y( ILT 50 40 TS 60 EN 2m RC m) 70 PE 30 clay 80 sandy clay loam 20 loam 90 silt loam sandy loam 10 loamy silt 10 0 sand sand 0 library: library - terraprobe gint.glb report: terra enviro triangle plot file: 13-12-2156 bh logs.gpj Borehole 20 101 103 106 110 112 114 116 118 301 P4 Depth (m) 7.8 1.8 1.0 6.3 1.8 2.5 6.3 1.8 4.8 6.2 3.2 USDA Classification LOAM CLAY LOAM LOAM CLAY LOAM SILTY CLAY LOAM LOAM LOAM CLAY LOAM LOAM SANDY LOAM SANDY LOAM Sand (%) 48 24 29 34 19 37 40 21 41 69 60 Silt (%) 42 44 47 39 50 42 39 43 39 27 33 Clay (%) 10 32 24 27 31 21 21 36 20 4 7 Title: Terraprobe 11 Indell Lane, Brampton Ontario L6T 3Y3 (905) 796-2650 GRAIN SIZE DISTRIBUTION - TERNARY DIAGRAM File No.: 13-12-2156-2 0 10 20 30 40 50 60 70 80 90 0 10 PERCENT SAND (2 - 0.05mm) FIGURES TERRAPROBE INC. Z:\1-Project Files\13-Env\2012\13-12-2100 to 2199\13-12-2156\A. Dwgs, Logs\AutoCAD\13-12-2156-2 FIGs.dwg, Sergiy SITE Terraprobe 0 SCALE 400 800m 11 Indell Lane, Brampton, Ontario, L6T 3Y3 Tel: (905) 796-2650 Fax: (905) 796-2250 Title: File No. Phase Two Environmental Site Assessment SITE LOCATION PLAN 13-12-2156-2 FIGURE : 1 Z:\1-Project Files\13-Env\2012\13-12-2100 to 2199\13-12-2156\A. Dwgs, Logs\AutoCAD\13-12-2156-2 FIGs.dwg, Sergiy 0 LEGEND Approximate Borehole Location Approximate Monitoring Well Location REFERENCE Title: Topographic Sketch of Part of East Half of Lot 1 Concession 5, West of Hurontario Street, City of Brampton, Ontario By: J.D. Barnes Ltd. Reference No.: 02-28-799-00 sh2 Date Completed: Feb 08, 2003 15 30m SCALE Terraprobe 11 Indell Lane, Brampton, Ontario, L6T 3Y3 Tel: (905) 796-2650 Fax: (905) 796-2250 Phase Two Environmental Site Assessment BOREHOLES AND MONITORING WELLS LOCATION PLAN 13-12-2156-2 FIGURE : 2 184.3 183.9 184.2 184.7 0 LEGEND Approximate Borehole Location Approximate Monitoring Well Location 184.7 Groundwater Elevation (masl) Groundwater Contour Lines REFERENCE Title: Topographic Sketch of Part of East Half of Lot 1 Concession 5, West of Hurontario Street, City of Brampton, Ontario By: J.D. Barnes Ltd. Reference No.: 02-28-799-00 sh2 Date Completed: Feb 08, 2003 15 30m SCALE Terraprobe 11 Indell Lane, Brampton, Ontario, L6T 3Y3 Tel: (905) 796-2650 Fax: (905) 796-2250 Phase Two Environmental Site Assessment GROUNDWATER ELEVATION AND CONTOURS 13-12-2156-2 FIGURE : 3 B Z:\1-Project Files\13-Env\2012\13-12-2100 to 2199\13-12-2156\A. Dwgs, Logs\AutoCAD\13-12-2156-2 FIGs.dwg, Sergiy A' A B' 0 LEGEND Approximate Borehole Location Approximate Monitoring Well Location Approximate Section Location REFERENCE Title: Topographic Sketch of Part of East Half of Lot 1 Concession 5, West of Hurontario Street, City of Brampton, Ontario By: J.D. Barnes Ltd. Reference No.: 02-28-799-00 sh2 Date Completed: Feb 08, 2003 15 30m SCALE Terraprobe 11 Indell Lane, Brampton, Ontario, L6T 3Y3 Tel: (905) 796-2650 Fax: (905) 796-2250 Phase Two Environmental Site Assessment CROSS SECTION LOCATIONS 13-12-2156-2 FIGURE : 4 Northwest Southeast BH P4 CROSS SECTION A-A' Sandy Silty Clay Till Topsoil Bedrock Ground Surface Sandy Silty Clay Till Sand & Silt Topsoil Topsoil Sandy Silty Clay Till Topsoil Elevation (m) Sandy Silty Clay Till Sandy Silty Clay Till Sandy Silty Clay Till Silty Sand Silty Sand Silty Sand 0 Distance Along A-A' Baseline (m) LEGEND Topsoil Terraprobe Groundwater Level, most recent 11 Indell Lane, Brampton, Ontario, L6T 3Y3 Tel: (905) 796-2650 Fax: (905) 796-2250 Phase Two Environmental Site Assessment CROSS SECTION A-A' 13-12-2156-2 FIGURE : 5 CROSS SECTION B-B' South North Topsoil Ground Surface Topsoil Topsoil Topsoil Sandy Silty Clay Till Sandy Silty Clay Till Topsoil Sandy Silty Clay Till Sandy Silty Clay Till Sandy Silty Clay Till Sandy Silty Clay Till Sandy Silty Clay Till Sandy Silty Clay Till Z:\1-Project Files\13-Env\2012\13-12-2100 to 2199\13-12-2156\A. Dwgs, Logs\AutoCAD\13-12-2156-2 FIGs.dwg, Sergiy Sandy Silty Clay Till Distance Along B-B' Baseline (m) LEGEND Topsoil Groundwater Level, most recent Terraprobe 11 Indell Lane, Brampton, Ontario, L6T 3Y3 Tel: (905) 796-2650 Fax: (905) 796-2250 Phase Two Environmental Site Assessment CROSS SECTION B-B' 13-12-2156-2 FIGURE : 6 S1 S2 The is a visual representation of potential pathways and receptors. This drawing is only intended to represent the components in a graphic format and does not have a specific orientation or scale which can be related to the Phase Two Property. As such this drawing does not have a scale or north arrow. Complete descriptions of the components are provided in the Conceptual Site Model S3 Native Soil Birds & Mammels Plants & Soil Organisms S-OA S-Odour S-IA Contaminated Native Soil S-GW3 S-GW1 Surface Water Ground Water Table GW2 Contaminated Ground Water GW1 GW3 Z:\1-Project Files\13-Env\2012\13-12-2100 to 2199\13-12-2156\A. Dwgs, Logs\AutoCAD\13-12-2156-2 FIGs.dwg, Sergiy Bedrock Terraprobe 11 Indell Lane, Brampton, Ontario, L6T 3Y3 Tel: (905) 796-2650 Fax: (905) 796-2250 Phase Two Environmental Site Assessment PATHWAYS AND RECEPTORS 13-12-2156-2 FIGURE : 7
