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Ontario Ministry of the Environment - Record of Site Condition # 214846
Record of Site Condition
Under Part XV.1 of the Environment Protection Act
Summary
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.
Record of Site Condition Number 214846Date Filed to Environmental Site Registry 2014/09/04Certification Date 2014/05/08Current Property Use CommercialIntended Property Use ResidentialCertificate of Property Use Number 6181-9HMJAYApplicable Site Condition Standards** Full Depth Generic Site Conditions Standard,
with Non-potable Ground Water, CoarseTextured Soil, for Residential property use, withRA
Property Municipal Address 261 QUEENS QUAY EAST, TORONTO, ON,M5A 4K9, 255 QUEENS QUAY EAST,TORONTO, ON, M5A 4K9
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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 CITY OF TORONTO
Authorized Person MICHAEL D'ANDREA
Mailing Address 24 FLOOR EAST, 100 QUEEN STREET WEST, TORONTOONTARIO, CANADA
Postal Code M5V 2M2
Phone (416) 338-7200
Fax
Email Address
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RSC Property Location Information
Municipal Address(es) 255 QUEENS QUAY EAST, TORONTO, ON M5A 4K9
261 QUEENS QUAY EAST, TORONTO, ON M5A 4K9
Municipality Toronto
Legal Description See Attached Lawyer’s Letter
Assessment Roll Number(s)
Property Identifier Number(s)
21384-0177 (LT)
21384-0178 (LT)
21384-0179 (LT)
21384-0180 (LT)
21384-0182 (LT)
21384-0183 (LT)
21384-0184 (LT)
21384-0185 (LT)
RSC Property Geographical References
Coordinate System UTM
Datum NAD 83
Zone 17
Easting 631,995.87
Northing 4,833,753.98
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 Commercial
Intended Property Use Residential
Certificate of Property Use has been issued under section 168.6 of the EPA
Yes
Certificate of Property Use Number
6181-9HMJAY
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Please See the Signed Statements of Property Owner, or Agent, or Receiver at the End of this RSC
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PART 2: LIST OF REPORTS, SUMMARY OF SITE CONDITIONS AND QUALIFIED PERSON’S STATEMENTS AND CERTIFICATIONSQualified Person's Information
Name STEVEN DESROCHER
Type of Membership Under the Professional Geoscientists Act
Practising Member
Membership Number 1147
QP Employer Name GOLDER ASSOCIATES LTD.
Mailing Address 6925 CENTURY AVENUE, MISSISSAUGAONTARIO, L5N 7K2 CANADA
Phone (905) 567-4444
Fax (905) 567-6561
Email Address [email protected]
Municipal Information
Local or Single-Tier Municipality
Toronto
Ministry of the Environment District Office
District Office Toronto District Office
District Office Address 5775 Yonge St., 8th floor, North York ON M2M 4J1
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Phase One Environmental Site Assessment ReportDocument 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)
2014/08/15
Type of Report
Report Title Date of Report (YYYY/MM/DD)
Author of Report
Name of ConsultingCompany
P1 ESA Phase One Environmental Site Assessment: Parcel 1 - Bayside Development Project Along Queens Quay East, Toronto, Ontario
2014/08/20 Valentina Ulloa, Stephanie Apted, Steven Desrocher
GOLDER ASSOCIATES LTD.
Reports and Other Documents Related to the Phase One Environmental Site AssessmentReports 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 ConsultingCompany
Phase I Environmental Site Assessment, TEDCO Lands – East Bayfront Report
2007/07/01 Dillon Consulting Ltd.
Dillon Consulting Ltd.
Phase I Environmental Site Assessment for Waters Edge Promenade (Bayside), Toronto, Ontario
2010/02/01 WESA Inc. WESA Inc.
East Bayfront Dock Wall Condition Assessment 2007/10/05 Baird W.F. Baird & Associates Coastal Engineers Ltd. in Association with De Curtis Engineering Ltd
Baird W.F. Baird & Associates Coastal Engineers Ltd. in Association with De Curtis Engineering Ltd
Hazardous Building Materials Assessment, Dillon Consulting Limited, 261 Queens Quay East, Toronto, Ontario
2007/09/21 Pinchin Environmental Ltd.
Pinchin Environmental Ltd. for Dillon Consulting Ltd.
Hazardous Building Materials Assessment, Dillon Consulting Limited, 255 Queens Quay East, Toronto, Ontario
2007/09/28 Pinchin Environmental Ltd.
Pinchin Environmental Ltd. for Dillon Consulting Ltd.
Final Draft Report – Phase I Environmental Site Assessment Bayside Development Project Along Queens Quay East, Toronto, Ontario
2011/07/01 Valentina Ulloa, Stephanie Apted, Steven Desrocher
Golder Associates Ltd.
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Phase Two Environmental Site Assessment ReportDocument 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)
(YYYY/MM/DD)
2014/05/08
Type of Report
Report Title Date of Report (YYYY/MM/DD)
Author of Report
Name of ConsultingCompany
P2 ESA Phase II Environmental Site Assessment at Parcel 1 – Portion of 255 and 261 Queens Quay East, Toronto. Ontario
2014/08/25 Leon Burger, Steven Desrocher, Edmund Rodrigues
GOLDER ASSOCIATES LTD.
Reports and Other Documents Related to the Phase Two Environmental Site AssessmentReports 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 ConsultingCompany
Phase II Environmental Site Assessment, TEDCO Lands – East Bayfront, Draft Report
2007/08/01 Dillon Consulting Ltd.
Dillon Consulting Ltd.
Phase II Environmental Site Assessment (May 2008 Update), TEDCO Lands – East Bayfront, Final Report
2008/05/01 Dillon Consulting Ltd.
Dillon Consulting Ltd.
Draft, Interpretative Report – Phase II Environmental Site Assessment for Waters Edge Promenade (Bayside), Toronto, Ontario
2010/02/01 WESA Inc. WESA Inc.
Final Draft, Factual Report – Phase II Environmental Site Assessment for Waters Edge Promenade (Bayside), Toronto, Ontario
2010/03/01 WESA Inc. WESA Inc.
Delineation of Coal Tar Impacts in the Eastern Portion of Bayside, Toronto, Ontario
2011/10/01 WESA Inc. WESA Inc.
Draft Coal Tar Subsurface Investigation – Bayside Development Lands, 261 Queens Quay East and Small Street, Toronto, Ontario
2012/05/12 Silvia Mancini, Steven Desrocher
Golder Associates Ltd.
Report On: Phase II Environmental Site Assessment at 261 Queens Quay East, Ontario
2012/10/01 Leon Burger, Steven Desrocher, Edmund Rodrigues
Golder Associates Ltd.
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Environmental ConditionSection 41 applies? No
Section 43.1 applies? No
Site Condition InformationCertification date (YYYY/MM/DD) 2014/05/08
Total area of RSC property (in hectares) 2.20000
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 Coarse
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?
No
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
MAXXAM ANALYTICS
Ground water condition (potable, non-potable) Non-potable
Applicable Site Condition Standard TABLE 3
Local or single-tier municipality non-potable written notification date 2014/08/15
Risk Assessment InformationA risk assessment has been prepared and accepted by the Director in support of this RSC?
Yes
Risk assessment identification number 5153-8UAJGJ
Risk assessment was a site specific risk assessment completed and approved in accordance with the Cleanup Guideline 1996?
No
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Table 1 – Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards
Measured Concentration for Contaminants in Soil
ContaminantName
Maximum Concentration
Applicable Site Condition Standard
Unit of Measure
1 Arsenic 12 18 µg/g
2 Barium 200 390 µg/g
3 Beryllium 0.7 4 µg/g
4 Boron (total) 16 120 µg/g
5 Chromium Total 56 160 µg/g
6 Chromium VI < 0.2 8 µg/g
7 Cobalt 12 22 µg/g
8 Molybdenum 2.1 6.9 µg/g
9 Nickel 43 100 µg/g
10 Selenium 1 2.4 µg/g
11 Silver 14 20 µg/g
12 Thallium 0.3 1 µg/g
13 Vanadium 32 86 µg/g
14 Uranium 1.3 23 µg/g
15 Petroleum Hydrocarbons F4 1,700 2800 µg/g
16 Acetone < 5 16 µg/g
17 Benzene 0.1 0.21 µg/g
18 Bromodichloromethane < 0.5 13 µg/g
19 Chlorobenzene < 0.5 2.4 µg/g
20 Dibromochloromethane < 0.5 9.4 µg/g
21 Dichlorobenzene, 1,2- < 0.5 3.4 µg/g
22 Dichlorobenzene, 1,3- < 0.5 4.8 µg/g
23 Dichloroethane, 1,1- < 0.5 3.5 µg/g
24 Dichlorodifluoromethane < 0.5 16 µg/g
25 Dichloroethylene, 1,2-cis- < 0.5 3.4 µg/g
26 Ethylene dibromide < 0.05 0.05 µg/g
27 Hexane (n) < 0.5 2.8 µg/g
28 Methyl Ethyl Ketone < 5 16 µg/g
29 Methyl tert-Butyl Ether (MTBE) < 0.5 0.75 µg/g
30 Styrene < 0.5 0.7 µg/g
31 Toluene 0.61 2.3 µg/g
32 Trichlorofluoromethane < 0.5 4 µg/g
33 Bromoform < 0.27 0.27 µg/g
34 Bromomethane < 0.05 0.05 µg/g
35 Carbon Tetrachloride < 0.05 0.05 µg/g
36 Chloroform < 0.05 0.05 µg/g
37 Dichlorobenzene, 1,4- < 0.083 0.083 µg/g
38 Dichloroethane, 1,2- < 0.05 0.05 µg/g
39 Dichloroethylene, 1,1- < 0.05 0.05 µg/g
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39 Dichloroethylene, 1,1- < 0.05 0.05 µg/g
40 Dichloroethylene, 1,2-trans- < 0.084 0.084 µg/g
41 Dichloropropane, 1,2- < 0.05 0.05 µg/g
42 Dichloropropene,1,3- < 0.05 0.05 µg/g
43 Methyl Isobutyl Ketone < 1.7 1.7 µg/g
44 Methylene Chloride < 0.1 0.1 µg/g
45 Tetrachloroethane, 1,1,1,2- < 0.058 0.058 µg/g
46 Tetrachloroethane, 1,1,2,2- < 0.05 0.05 µg/g
47 Tetrachloroethylene < 0.28 0.28 µg/g
48 Trichloroethane, 1,1,1- < 0.38 0.38 µg/g
49 Trichloroethane, 1,1,2- < 0.05 0.05 µg/g
50 Vinyl Chloride < 0.02 0.02 µg/g
51 Trichloroethylene < 0.061 0.061 µg/g
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Table 1 – Maximum Contaminant Concentrations Compared to Applicable Site Condition Standards (Continued)
Ground Water
ContaminantName
Maximum Concentration
Applicable Site Condition Standard
Unit of Measure
1 Acetone 1,100 130000 µg/L
2 Bromodichloromethane < 0.5 85000 µg/L
3 Bromoform < 1 380 µg/L
4 Bromomethane < 0.5 5.6 µg/L
5 Carbon Tetrachloride < 0.2 0.79 µg/L
6 Chlorobenzene < 0.2 630 µg/L
7 Dibromochloromethane < 0.5 82000 µg/L
8 Dichlorobenzene, 1,2- < 0.5 4600 µg/L
9 Dichlorobenzene, 1,3- < 0.5 9600 µg/L
10 Dichlorobenzene, 1,4- < 0.5 8 µg/L
11 Dichlorodifluoromethane < 1 4400 µg/L
12 Dichloroethane, 1,1- 0.2 320 µg/L
13 Dichloroethane, 1,2- < 0.5 1.6 µg/L
14 Dichloroethylene, 1,1- < 0.2 1.6 µg/L
15 Dichloropropane, 1,2- < 0.2 16 µg/L
16 Dichloropropene,1,3- < 1 5.2 µg/L
17 Hexane (n) < 1 51 µg/L
18 Methyl Ethyl Ketone 83 470000 µg/L
19 Methyl Isobutyl Ketone < 5 140000 µg/L
20 Methyl tert-Butyl Ether (MTBE) < 0.5 190 µg/L
21 Methylene Chloride < 2 610 µg/L
22 Styrene < 1 1300 µg/L
23 Tetrachloroethane, 1,1,1,2- < 0.5 3.3 µg/L
24 Tetrachloroethane, 1,1,2,2- < 0.5 3.2 µg/L
25 Toluene 11 18000 µg/L
26 Trichloroethane, 1,1,1- < 0.2 640 µg/L
27 Trichloroethane, 1,1,2- < 0.5 4.7 µg/L
28 Trichlorofluoromethane < 0.5 2500 µg/L
29 Antimony 2.5 20000 µg/L
30 Arsenic 15 1900 µg/L
31 Barium 8,500 29000 µg/L
32 Beryllium < 0.5 67 µg/L
33 Boron (total) 3,800 45000 µg/L
34 Cadmium 0.1 2.7 µg/L
35 Chromium Total 130 810 µg/L
36 Chromium VI < 5 140 µg/L
37 Cobalt 44 66 µg/L
38 Copper 6 87 µg/L
39 Cyanide (CN-) 12 66 µg/L
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38 Copper 6 87 µg/L
39 Cyanide (CN-) 12 66 µg/L
40 Lead 1.9 25 µg/L
41 Molybdenum 20 9200 µg/L
42 Nickel 29 490 µg/L
43 Selenium < 10 63 µg/L
44 Silver 0.2 1.5 µg/L
45 Sodium 2,000,000 2300000 µg/L
46 Thallium 0.16 510 µg/L
47 Uranium 26 420 µg/L
48 Vanadium 7 250 µg/L
49 Zinc 51 1100 µg/L
50 Petroleum Hydrocarbons F4 380 500 µg/L
51 Fluoranthene 15 130 µg/L
52 Fluorene 12 400 µg/L
53 Methlynaphthalene, 2-(1-) *** 224 1800 µg/L
54 Phenanthrene 30 580 µg/L
55 Pyrene 20 68 µg/L
56 Ethylene dibromide < 0.25 0.25 µg/L
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See the attached “Table 2, Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment” for standards specified in a risk assessment and comparison to maximum
concentrations measured on, in or under the RSC property.
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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)
None
Description of Remediation
Description of any action taken to reduce the concentration of contaminants (including soil removals) on, in or under the RSC property.
None
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) 0.0
Estimated Quantity of Sediment (in-ground volume in m³) 0.0
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)
0.0
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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.
None
Ground water control or treatment measures that are required for the RSC property after the certification date.
As per Part 4.2 of CPU Number 6181-9HMJAY, the following groundwater control or treatment measures are required for the RSC property after the certification date:o Groundwater monitoring program shall commence upon issuance of the CPU and shall be carried out on a quarterly basis (every three months) for the first year and three times a year (every four months) in the second year and thereafter until such time as the Director, upon application by the Owner, has reviewed the data available and either alters or revokes the CPU. The groundwater monitoring program shall be carried out as follows: Sampling of on-site groundwater monitoring wells as identified in Schedule ‘C’ and shown on Figure 41 and analysis shall be completed on the parameters as listed in Schedule ‘D’; Water from all monitoring wells shall be sampled according to Ministry’s Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (MOE, 2004b) as amended from time to time; The Owner shall keep a copy of all sampling data available for inspection by a Provincial Officer upon request; Should there be a reason to change the selected groundwater monitoring wells and/or should a measured groundwater concentrations exceed the Property Specific Standards (Schedule ‘A’) at any groundwater monitoring well and/or exceed the groundwater trigger levels (Schedule ‘E’) for MW-B6-3, MW-B6-4, MW-B6-5, and MW-B15-2, the Owner shall immediately notify the Director in writing. Should any monitoring well be destroyed during construction or site activities, the well shall be replaced with a similarly constructed well proximate to the location as the destroyed well; Should groundwater monitoring identify concentration of any Contaminants of Concern that are exceed the Property Specific Standards (Schedule ‘A’) at any groundwater monitoring well and/or exceed the groundwater trigger levels (Schedule ‘E’) for MW-B6-3, MW-B6-4, MW-B6-5, and MW-B15-2, the Owners shall:• resample the groundwater monitoring well(s) within thirty (30) days of receipt of the analytical data; and• if the resampling confirms that any Contaminants of Concern concentrations exceed the Property Specific Standards (Schedule ‘A’) and/or exceed the groundwater trigger levels identified in Schedule ‘D’ for MW-B6-3, MW-B6-4, MW-B6-5, and MW-B15-2, the Owner shall forthwith provide to the Director the following:o the results of the resampling within ten business days upon receipt of the analytical data from the resampling; ando a contingency plan within thirty (30) days of receipt of the second set of analytical results.
Estimated volume of ground water, if any, removed from and not returned to the RSC property.
Estimated Volume of Ground Water (in litres) 0.0
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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.
None
Constructed works that after the certification date, are required to control or otherwise mitigate the release or movement of known existing contaminants at the RSC property.
As per Parts 4.1 and 4.2 of CPU Number 6181-9HMJAY, the following constructed works that, after 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: Risk Management Measures 4.1 Implement, and thereafter maintain or cause to be maintained, the Risk Management Measures.
4.2 Without restricting the generality of the foregoing in Item 4.1, carry out or cause to be carried out the following key elements of the Risk Management Measures:
a. The Property shall be covered by a barrier to site soils designed, installed and maintained in accordance with Risk Assessment so as to prevent exposure to the Contaminants of Concern. The barrier to site soils shall consist of a hard cap and/or soil cap as specified below:i. The hard cap shall consist of the following:1. The building foundations consisting of asphalt or concrete surfaces underlain by granular fill to a minimum depth of 225 mm.2. Asphalt, concrete underlain by granular fill and/or soil meeting the Residential/Parkland/Institutional Property Use Standards within Table 3 of the Soil, Ground water and Sediment Standards for Use under Part XV.1 of the Act published by the Ministry and dated April 15, 2011 for coarse textured soil shall have a total minimum thickness of 1.5 m (as illustrated on Figure 32) and a minimum of 0.5 m below and 1 m laterally from the limits of the services to be installed if possible.ii. The soil cap shall consist of the following:1. Soil to a minimum depth of 0.50 m meeting the Residential/Parkland/Institutional Property Use Standards within Table 3 of the Soil, Ground water and Sediment Standards for Use under Part XV.1 of the Act published by the Ministry and dated April -15, 2011 for coarse textured soil with shallow rooting plants having a rooting depth no greater than 0.50 metres; or2. Soil to a minimum depth of 1.5 m meeting the Residential/Parkland/Institutional Property Property Use Standards within Table 3 of the Soil, Ground water and Sediment Standards for Use under Part XV.1 of the Act published by the Ministry and dated April 15, 2011 for coarse textured soil in parkland areas (as illustrated on Figure 32).
e. A coal tar migration barrier shall be designed and maintained as detailed in the Risk Assessment with the location of the barrier on the Property as shown on Figure 41 to prevent the migration of coal tar.
h. All buildings or any parts thereof on the Property that are of slab-on-grade construction shall incorporate a vapour intrusion mitigation system that shall be designed, installed and maintained as detailed in the Risk Assessment so as to prevent exposure to the Contaminants of Concern (as illustrated on Figures 35 and 36) and shall include a Vapour Barrier, Sub Vapour Barrier Venting Layer and Venting Components as designed by a Professional Engineer. i. The Owner shall retain a copy of all Vapour Barriers, Sub Vapour Barrier Venting Layers and Venting Components as-built drawings signed by a Professional Engineer along with the proposed testing and performance requirements for the Vapour Barrier, Sub Vapour Barrier Venting Layer and Venting Components of any building on the Property for inspection by a Provincial Officer. The Owner shall submit to the Director within three (3) months of the completion of any building on the Property, the as-built drawings.i. All buildings or any parts thereof on the Property other than those of slab-on-grade construction that are subject to Item 4.2 h, shall be constructed with a storage garage, as defined in Building Code, and meets the following requirements:i. A Vapour Barrier (as illustrated on Figure 34);;ii. The storage garage area is constructed at or below the final grade of the building;iii. The storage garage area covers the entire area of the building footprint at the final grade of the building which is not covered by a slab on grade that is subject to Item 4.2 h);iv. The storage garage is in compliance with all applicable requirements of the Building Code, including, without limitation, the provisions governing the following:1. design of the mechanical ventilation system as set out in Division B, subsection 6.2.2.3, Ventilation of Storage and Repair Garages;2. interconnection of air duct systems as set out in Division B, subsection 6.2.3.9 (2); and,3. air leakage as set out in Division B, section 5.4.
Monitoring or Maintenance
Soil Management Measures
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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.
As per Part 4.2 of CPU Number 6181-9HMJAY, the following 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:• The Property shall be covered by a barrier to site soils designed, installed and maintained in accordance with Risk Assessment so as to prevent exposure to the Contaminants of Concern. The barrier to site soils shall consist of a hard cap and/or soil cap as specified below:o The hard cap shall consist of the following: The building foundations consisting of asphalt or concrete surfaces underlain by granular fill to a minimum depth of 225 mm. Asphalt, concrete underlain by granular fill and/or soil meeting the Residential/Parkland/Institutional Property Use Standards within Table 3 of the Soil, Ground water and Sediment Standards for Use under Part XV.1 of the Act published by the Ministry and dated April 15, 2011 for coarse textured soil shall have a total minimum thickness of 1.5 m (as illustrated on Figure 32) and a minimum of 0.5 m below and 1 m laterally from the limits of the services to be installed if possible.o The soil cap shall consist of the following: Soil to a minimum depth of 0.50 m meeting the Residential/Parkland/Institutional Property Use Standards within Table 3 of the Soil, Ground water and Sediment Standards for Use under Part XV.1 of the Act published by the Ministry and dated April -15, 2011 for coarse textured soil with shallow rooting plants having a rooting depth no greater than 0.50 metres; or Soil to a minimum depth of 1.5 m meeting the Residential/Parkland/Institutional Property Property Use Standards within Table 3 of the Soil, Ground water and Sediment Standards for Use under Part XV.1 of the Act published by the Ministry and dated April 15, 2011 for coarse textured soil in parkland areas (as illustrated on Figure 32). • An inspection and maintenance program shall be prepared and implemented to ensure the continuing integrity of all risk management barriers as long as the Contaminants of Concern are present on the Property. The inspection program shall include, at a minimum, semi-annual (spring and fall) inspections of the barrier integrity. Any barrier deficiencies shall be repaired forthwith. Inspection, deficiencies and repairs shall be recorded in a log book maintained by the Owner and made available upon request by a Provincial Officer.
f. A soil management plan shall be prepared for the Property and implemented during any activities potentially coming in contact with or exposing site soils. A copy of the plan shall be kept by the Owner and made available for review by a Provincial Officer upon request. Implementation of the plan shall be overseen by a Qualified Person and shall include, but not be limited to, provisions for soils excavation, stockpiling, characterization, disposal and record keeping specified below:i. Dust control measures and prevention of soil tracking by vehicles and personnel from the Property, which may include wetting of soil with potable water, reduced speeds for on-site vehicles, tire washing stations and restricting working in high wind conditions, as required;ii. Management of excavated materials which may include cleaning equipment, placement of materials for stockpiling on designated areas lined and covered with polyethylene sheeting, bermed and fenced to prevent access, runoff control to minimize contact and provisions for discharge to sanitary sewers or other approved treatment, as required;iii. Excavated soil meeting the Property Specific Standards may be placed on-site below the barrier if deemed suitable by a Qualified Person and in accordance with the Risk Assessment. iv. Excavated soils and materials requiring off-site disposal as a waste shall be disposed of in accordance with the provisions of O. Reg. 347, as amended, made under the Act.v. Record keeping including dates and duration of work, weather and site conditions, location and depth of excavation activities, dust control measures, stockpile management and drainage, soil characterization results, names of the Qualified Person, contractors, haulers and receiving sites for any soil or contaminated ground water removed from the Property and any complaints received relating to site activities potentially coming in contact with or exposing site soils and ground water.
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.
As per Part 4.2 of CPU Number 6181-9HMJAY, the following ground water 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:• Groundwater monitoring program shall commence upon issuance of the CPU and shall be carried out on a quarterly basis (every three months) for the first year and three times a year (every four months) in the second year and thereafter until such time as the Director, upon application by the Owner, has reviewed the data available and either alters or revokes the CPU. The groundwater monitoring program shall be carried out as follows: o Sampling of on-site groundwater monitoring wells as identified in Schedule ‘C’ and shown on Figure 41 and analysis shall be completed on the parameters as listed in Schedule ‘D’;o Water from all monitoring wells shall be sampled according to Ministry’s Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (MOE, 2004b) as amended from time to time;o The Owner shall keep a copy of all sampling data available for inspection by a Provincial Officer upon request;o Should there be a reason to change the selected groundwater monitoring wells and/or should a measured groundwater concentrations exceed the Property Specific Standards (Schedule ‘A’) at any groundwater monitoring well and/or exceed the groundwater trigger levels (Schedule ‘E’) for MW-B6-3, MW-B6-4, MW-B6-5, and MW-B15-2, the Owner shall immediately notify the Director in writing.
17 of 22Filed Record of Site Condition # 214846 on 2014/09/04
As per Part 4.2 of CPU Number 6181-9HMJAY, the following ground water 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:• Groundwater monitoring program shall commence upon issuance of the CPU and shall be carried out on a quarterly basis (every three months) for the first year and three times a year (every four months) in the second year and thereafter until such time as the Director, upon application by the Owner, has reviewed the data available and either alters or revokes the CPU. The groundwater monitoring program shall be carried out as follows: o Sampling of on-site groundwater monitoring wells as identified in Schedule ‘C’ and shown on Figure 41 and analysis shall be completed on the parameters as listed in Schedule ‘D’;o Water from all monitoring wells shall be sampled according to Ministry’s Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (MOE, 2004b) as amended from time to time;o The Owner shall keep a copy of all sampling data available for inspection by a Provincial Officer upon request;o Should there be a reason to change the selected groundwater monitoring wells and/or should a measured groundwater concentrations exceed the Property Specific Standards (Schedule ‘A’) at any groundwater monitoring well and/or exceed the groundwater trigger levels (Schedule ‘E’) for MW-B6-3, MW-B6-4, MW-B6-5, and MW-B15-2, the Owner shall immediately notify the Director in writing.o Should any monitoring well be destroyed during construction or site activities, the well shall be replaced with a similarly constructed well proximate to the location as the destroyed well;o Should groundwater monitoring identify concentration of any Contaminants of Concern that are exceed the Property Specific Standards (Schedule ‘A’) at any groundwater monitoring well and/or exceed the groundwater trigger levels (Schedule ‘E’) for MW-B6-3, MW-B6-4, MW-B6-5, and MW-B15-2, the Owners shall: resample the groundwater monitoring well(s) within thirty (30) days of receipt of the analytical data; and if the resampling confirms that any Contaminants of Concern concentrations exceed the Property Specific Standards (Schedule ‘A’) and/or exceed the groundwater trigger levels identified in Schedule ‘D’ for MW-B6-3, MW-B6-4, MW-B6-5, and MW-B15-2, the Owner shall forthwith provide to the Director the following:• the results of the resampling within ten business days upon receipt of the analytical data from the resampling; and• a contingency plan within thirty (30) days of receipt of the second set of analytical results.
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?
No
18 of 22Filed Record of Site Condition # 214846 on 2014/09/04
Qualified Person’s Statements and CertificationsAs 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 2014/05/08, in my opinion, based on the phase one environmental site assessment and the phase two environmental site assessment, and any confirmatory sampling, there is no evidence of any contaminants in the soil, ground water or sediment on, in or under the 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 2014/05/08, 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 2014/05/08, 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.
In relation to any contaminant excepted from the certification mentioned above as specified in the RSC at Table 2, Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment, or in relation to any other contaminant that in my opinion is likely to cause an adverse effect:
A risk assessment was prepared for the contaminant with respect to the property for which the phase two environmental site assessment was conducted.
The Director has accepted the risk assessment under clause 168.5 (1) (a) of the Act.
As of 2014/05/08, the property for which the phase two environmental site assessment was conducted meets the standards specified in the risk assessment for the contaminant.
I am a qualified person and have the qualifications required by section 5 of the regulation.
I have in place an insurance policy that satisfies the requirements of section 7 of the regulation.
I acknowledge that the 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 GOLDER ASSOCIATES LTD.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 assessmentor 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 RSCare true as of 2014/05/08.
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, STEVEN DESROCHER, a qualified person as defined in section 5 of O. Reg. 153/04 am, on 2014/09/04:
19 of 22Filed Record of Site Condition # 214846 on 2014/09/04
By checking the boxes above, and entering my membership/licence number in this submission, I, STEVEN DESROCHER, a qualified person as defined in section 5 of O. Reg. 153/04 am, on 2014/09/04:
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
20 of 22Filed Record of Site Condition # 214846 on 2014/09/04
Additional Documentation Provided by Property Owner or AgentThe following documents have been submitted to the Ministry of the Environment as part of the record of site condition
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
Property Specific Standards
A copy of No Objection Statement from municipality
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
21 of 22Filed Record of Site Condition # 214846 on 2014/09/04
22 of 22Filed Record of Site Condition # 214846 on 2014/09/04
Barristers & Solicitors
Goodman
September 9, 2014Our File No.: 10.2777
BY E-MAIL
The Director,Environmental Assessment and Approvals Branch,Ministry of Environment,2 St. Clair West,Toronto, ON M4V 1L5
Attention: Norm Rankin, Counsel
Dear Sirs/Mesdames:
Re: PSF Parcel 1- PSF 1243-12IDS Ref. No. 5153-8UA JGJBayside lands, Toronto, Ontario255 and 261 Queen's Quay East
Bay Adelaide Centre333 Bay Street, Suite 3400Toronto, Ontario M5H 2S7
Telephone: 416.979.2211Facsimile: 416.979.1234goodmans.caDirect Line: [email protected]
We are the solicitors for Toronto Waterfront Revitalization Corporation, the agent of the City of Toronto inrespect of the above-noted matter. On April 27, 2012, Golder Associates submitted a Risk Assessment PSFfor "Parcel 1".
Further to our correspondence dated June 4, 2014 and August 20, 2014 we hereby re-confirm that the legaldescription of the lands which are the subject of the above-noted PSF is as follows:
Part of PIN 21384-0177 (LT)
Part of Block 1, Plan 66M-2514, designated as Part 4 on Plan 66R-27456, City ofToronto.
PIN 21384-0178 (LT)
Block 2, Plan 66M-2514, designated as Part 6 on Plan 66R-27456, City of Toronto.
Part of PIN 21384-0179 (LT)
Part of Block 3, Plan 66M-2514, designated as Part 7 on Plan 66R-27456, City ofToronto.
Part of PIN 21384-0180 (LT)
Part of Block 4, Plan 66M-2514, designated as Part 9 on Plan 66R-27456, City ofToronto.
6352039
2
Goodmang
PIN 21384-0182 (LT)
Block 6, Plan 66M-2514, designated as Part 12 on Plan 66R-27456, City of Toronto.
PIN 21384-0183 (LT)
Block 7, Plan 66M-2514, designated as Part 13 on Plan 66R-27456, City of Toronto.
Part of PIN 21384-0184 (LT)
Part of Block 8, Plan 66M-2514, designated as Part 14 on Plan 66R-27456, City ofToronto.
Part of PIN 21384-0185 (LT)
Part of Block 9, Plan 66M-2514, designated as Part 17 on Plan 66R-27456, City ofToronto.
Copies of the parcel registers for each of the properties noted above are attached hereto. In addition, a copyof Plan 66R-27456 highlighting the subject lands is attached hereto as Schedule "A" for your reference. Acopy of Plan 66M-2514 is attached as Schedule B.
We confirm that the registered owner of each of the above noted properties is the City of Toronto. Weconfirm the lands described above are the lands highlighted in Schedule A and that these are the lands forwhich a Record of Site Condition is being submitted by Golder Associates.
If you have any questions or concerns, do not hesitate to contact the undersigned.
Yours very truly,GOODMA LLP
a h . LyonsCL/Scc: Ricki Allum, MOE
Al Jones, City of TorontoSteve Desrocher, Golder Associates
6352039
PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
LAND PAGE 1 OF 1
Ontario ServiceOntario REGISTRY PREPARED FOR SMoore01
OFFICE #66 21384-0185 (LT) ON 2014/08/21 AT 08:48:20
CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT SUBJECT TO RESERVATIONS IN CROWN GRANT
PROPERTY DESCRIPTION: BLOCK 9, PLAN 66M2514; CITY OF TORONTO
PROPERTY REMARKS: FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
ESTATE/QUALIFIER:
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RECENTLY:
SUBDIVISION FROM 21384-0133
CAPACITY SHARE
PIN CREATION DATE:
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/CHKD
** PRINTO INCLUDES ALL DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 ..
**SUBJECT :0 SUBSECTION 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND .
** PROVINCIAL *UCCESSION DUTIES ANL EXCEPT PARAGRAPH 11 AND ESCHEATS OR FORFEITURE **
.1.* TO THE CRO UP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. ..
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
RE" S: THIS •TILE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
AT3646966 2014/07/30 BYLAW CITY OF TORONTO C
RE "KS: BY-LA NO. 633-2014
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
LAND PAGE 1 OF 1
ServiceOntario REGISTRY PREPARED FOR SMoore01
OFFICE #66 21384-0177 (LT) ON 2014/08/21 AT 08:45:36
CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT *
PROPERTY DESCRJPTION: BLOCK 1, PLAN 66M2514; CITY OF TORONTO
PROPERTY REMARKS. FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
PCTATR/OUALIFIER:
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RECENTLY.
SUBDIVISION FROM 21384-0133
CAPACITY SHARE
PIN CREATION DATE:
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/CHKD
** PRINTO INCLUDES DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 ** 1
**SUBJECT 0 SUBSECTIO 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND *
.. PROVINCIAL ^UCCESSION DUTIES ANC EXCEPT PARAGRAPH 11 AND ESCHEATS OR FORFEITURE **
** TO THE CRO VP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. **
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
RE••KS, THIS •TICE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
Ontario ServiceOntarioLAND
REGISTRY
OFFICE #66
PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
21384-0178 (LT)
* CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT *
PAGE 1 OF 1
PREPARED FOR SMoore01
ON 2014/08/21 AT 08:46:07
PROPERTY DESCRIPTION: BLOCK 2, PLAN 66M2514; CITY OF TORONTO
PROPERTY REMARKS: FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
ESTATE/OUALIFIER:
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RECENTLY:
SUBDIVISION FROM 21384-0133
CAPACITY SHARE
PIN CREATION DATE.
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/CHICO
3,0 PRINTOUT INCLUDES ALL DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 **
**SUBJECT TO SUBSECTION 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND *
** PROVINCIAL SUCCESSION DUTIES ANL EXCEPT PARAGRAPH 12 AND ESCHEATS OR FORFEITURE **
.. TO THE CROWN UP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. **
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
REMARKS: THIS N TICE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
r;''>OntarioPARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
LAND PAGE 1 OF 1
ServiceOntario REGISTRY PREPARED FOR SMoore01
OFFICE #66 21384-0179 (LT) ON 2014/08/21 AT 08:46:31
CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT *
PROPERTY DESCRIPTION: BLOCK 3, PLAN 66M2514; CITY OF TORONTO
PROPERTY REMARKS: FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
ESTATE/QUALIFIER:
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RECENTLY:
SUBDIVISION FROM 21384-0133
CAPACITY 5HARI
PIN CREATION DATE.
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/CHKD
** PRIETO INCLUDES . DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 **
**SUBJECT 0 SUBSECTIO 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND *
** PROVINCIAL -UCCESSION DUTIES ANT EXCEPT PARAGRAPH 11 AND ESCHEATS OR FORFEITURE **
** TO THE CRO UP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. **
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
RE KS: THIS NOTICE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
LAND PAGE 1 OF 1
rir- Ontario ServiceOntario REGISTRY PREPARED FOR SMoore01
OFFICE #66 21384-0180 (LT) ON 2014/08/21 AT 08:46:50
* CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT * SUBJECT TO RESERVATIONS IN CROWN GRANT *
PROPERTY DESCRIPTION: BLOCK 4, PLAN 66M2514; CITY OF TORONTO
PROPERTY REMARKS. FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
ESTATE/OUALIFIER•
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RECENTLY•
SUBDIVISION FROM 21384-0133
CAPACITY SHARE
PIN CREATION DATE:
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/CHKD
** PRINTOUT INCLUDES Alt DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 **
**SUBJECT TO SUBSECTIO 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND *
** PROVINCIAL *UCCESSION DUTIES ANT EXCEPT PARAGRAPH 11 AND ESCHEATS OR FORFEITURE **
* * TO THE CRO UP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. **
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
REMARKS: THIS •TICE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
Ontario ServiceOntarioLAND
REGISTRY
OFFICE #66
PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
21384-0182 (LT)
CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT SUBJECT TO RESERVATIONS IN CROWN GRANT *
PAGE 1 OF 1
PREPARED FOR SMoore01
ON 2014/08/21 AT 08:47:14
PROPERTY DESCRIPTION: BLOCK 6, PLAN 66M2514; CITY OF TORONTO
PROPERTY REMARKS: FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
ESTATE/OUALIFIER:
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RECENTLY:
SUBDIVISION FROM 21384-0133
CAPACITY SHARE
PIN CREATION DATE:
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/Clan
*0, PRINTO INCLUDES DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 **
**SUBJECT ,0 SUBSECTIO 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND *
** PROVINCIAL •UCCESSION DUTIES AAL EXCEPT PARAGRAPH 11 AND ESCHEATS OR FORFEITURE **
.. TO THE CRO UP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. **
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
RE : THIS •TICE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
LAND PAGE 1 OF 1
Ontario ServiceOntario REGISTRY PREPARED FOR SMoore01
OFFICE #66 21384-0183 (LT) ON 2014/08/21 AT 08:47:32
CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT SUBJECT TO RESERVATIONS IN CROWN GRANT *
PROPERTY DESCRIPTION• BLOCK 7, PLAN 66M2514: CITY OF TORONTO
PROPERTY REMARKS: FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
ESTATE/QUALIFIER.
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RECENTLY:
SUBDIVISION FROM 21384-0133
CAPACITY SHARE
PIN CREATION DATE:
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/CHKD
** PRINTO INCLUDES DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 **
**SUBJECT O SUBSECTIO 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND *
r* PROVINCIAL •UCCESSION DUTIES AND EXCEPT PARAGRAPH 11 AND ESCHEATS OR FORFEITURE **
*r. TO THE CRO UP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. **
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
REMARKS: THIS •TICE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
ServiceOntarioLAND
REGISTRY
OFFICE #66
PARCEL REGISTER (ABBREVIATED) FOR PROPERTY IDENTIFIER
21384-0184 (LT)
* CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT SUBJECT TO RESERVATIONS IN CROWN GRANT *
PAGE 1 OF 1
PREPARED FOR SMoore01
ON 2014/08/21 AT 08:47:58
PROPERTY DESCRIPTION: BLOCK 8, PLAN 66M2514; CITY OF TORONTO
PROPERTY REMARKS: FOR THE PURPOSE OF THE QUALIFIER THE DATE OF REGISTRATION OF ABSOLUTE TITLE IS 2008/01/25.
ESTATE/OUALIFIER:
FEE SIMPLE
LT ABSOLUTE PLUS
OWNERS' NAMES
CITY OF TORONTO
RELLNTLy: SUBDIVISION FROM 21384-0133
CAPACITY SHARE
PIN CREATION DATE.
2014/04/22
REG. NUM. DATE INSTRUMENT TYPE AMOUNT PARTIES FROM PARTIES TOCERT/CHILD
** PRINTO INCLUDES DOCUMENT TYPES AND DELETED INSTRUMENTS SINCE: 2014/04/22 **
**SUBJECT ,O SUBSECTIO 44(1) OF THE LAND TITLES ACT, EXCEPT PARAGRAPHS 3 AND 14 AND *
.. PROVINCIAL -UCCESSION DUTIES ANL EXCEPT PARAGRAPH 11 AND ESCHEATS OR FORFEITURE **
.. TO THE CRO UP TO THE DATE OF REGISTRATION WITH AN ABSOLUTE TITLE. **
AT1505760 2007/07/12 NOTICE REDPATH SUGAR LTD. C
AT1847636 2008/07/29 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
AT1863348 2008/08/13 NOTICE $2 REDPATH SUGAR LTD. CITY OF TORONTO C
RE KS: THIS *TICE IS FOR AN INDETERMINATE PERIOD.
66M2514 2014/04/09 PLAN SUBDIVISION C
AT3554854 2014/04/09 PLAN DOCUMENT CITY OF TORONTO C
AT3554855 2014/04/09 NO SUB AGREEMENT CITY OF TORONTO CITY OF TORONTO C
66R27456 2014/05/28 PLAN REFERENCE C
AT3605430 2014/06/12 NOTICE $2 CITY OF TORONTO C
NOTE: ADJOINING PROPERTIES SHOULD BE INVESTIGATED TO ASCERTAIN DESCRIPTIVE INCONSISTENCIES, IF ANY, WITH DESCRIPTION REPRESENTED FOR THIS PROPERTY.
NOTE: ENSURE THAT YOUR PRINTOUT STATES THE TOTAL NUMBER OF PAGES AND THAT YOU HAVE PICKED THEM ALL UP.
Barristers & Solicitors
GoodmanSCHEDULE "A"
Bay Adelaide Centre333 Bay Street, Suite 3400Toronto, Ontario M5H 2S7
Telephone: 416.979.2211Facsimile: 416.979.1234goodmans.ca
6352039
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LRO # 80 Transfer Registered as AT1742836 on 2008 03 28 at 16:59
The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 1 of 3
Properties
PIN 21384 − 0080 LT Interest/Estate Fee SimpleDescription PT LT 12 PL 694E TORONTO AS IN CA337070 (SCHEDULE A−51); TORONTO , CITY OF
TORONTO
Address CITY OF TORONTO
PIN 21384 − 0124 LT Interest/Estate Fee Simple SplitDescription PT LT 20−25 PL 694E TORONTO PT 1, 2 AND 3 ON PLAN 66R−23533; SAVE AND
EXCEPT THAT PART OF LOT 22, PLAN 694E DESIGNATED AS PARTS 1 AND 2 ONPLAN 66R−23309, S/T CT558471; TORONTO , CITY OF TORONTO
Address CITY OF TORONTO
Consideration
Consideration $83,570,002.00
Transferor(s)
The transferor(s) hereby transfers the land to the transferee(s).
Name CITY OF TORONTO ECONOMIC DEVELOPMENT CORPORATION
Address for Service 7th Floor Metro Hall55 John StreetToronto, ONM5V 3C6
I, Joseph Pennachetti, Deputy City Manager & CFO, City of Toronto and Ulli S. Watkiss, City Clerk, City of Toronto, have the authority tobind the corporation.
This document is not authorized under Power of Attorney by this party.
Transferee(s) Capacity Share
Name CITY OF TORONTO
Address for Service Toronto City Hall100 Queen Street WestToronto, OntarioM5H 2N2
Signed By
Nicola McNeilage 3400−1 First Canadian PlaceTorontoM5X 1A4
acting forTransferor(s)
Signed 2008 03 28
Tel 4167774886
Fax 4168631716
Kathleen Ann Kennedy 55 John St., 26th FloorTorontoM5V 3C6
acting forTransferee(s)
Signed 2008 03 28
Tel 4163928047
Fax 4163975624
Submitted By
CITY OF TORONTO 55 John St., 26th FloorTorontoM5V 3C6
2008 03 28
Tel 4163928047
Fax 4163975624
Fees/Taxes/Payment
Statutory Registration Fee $60.00
Provincial Land Transfer Tax $1,252,025.03
LRO # 80 Transfer Registered as AT1742836 on 2008 03 28 at 16:59
The applicant(s) hereby applies to the Land Registrar. yyyy mm dd Page 2 of 3
Fees/Taxes/Payment
Total Paid $1,252,085.03
File Number
Transferor Client File Number : 01−7683 TR TO TO (IJB/SNC)
Transferee Client File Number : 2000−805−1740−07(K. KENNEDY)
LAND TRANSFER TAX STATEMENTSIn the matter of the conveyance of: 21384 − 0080 PT LT 12 PL 694E TORONTO AS IN CA337070 (SCHEDULE A−51);
TORONTO , CITY OF TORONTO
21384 − 0124 PT LT 20−25 PL 694E TORONTO PT 1, 2 AND 3 ON PLAN 66R−23533;SAVE AND EXCEPT THAT PART OF LOT 22, PLAN 694E DESIGNATEDAS PARTS 1 AND 2 ON PLAN 66R−23309, S/T CT558471; TORONTO ,CITY OF TORONTO
BY: CITY OF TORONTO ECONOMIC DEVELOPMENT CORPORATION
TO: CITY OF TORONTO
1. KATHLEEN ANN KENNEDY
I am
(a) A person in trust for whom the land conveyed in the above−described conveyance is being conveyed;
(b) A trustee named in the above−described conveyance to whom the land is being conveyed;
(c) A transferee named in the above−described conveyance;
(d) The authorized agent or solicitor acting in this transaction for CITY OF TORONTO described in paragraph(s)(c) above.
(e) The President, Vice−President, Manager, Secretary, Director, or Treasurer authorized to act for _____described in paragraph(s) (_) above.
(f) A transferee described in paragraph() and am making these statements on my own behalf and on behalf of_____who is my spouse described in paragraph(_) and as such, I have personal knowledge of the facts hereindeposed to.
2. I have read and considered the definition of "single family residence" set out in subsection 1(1) of the Act. The land being conveyedherein:
does not contain a single family residence or contains more than two single family residences.
3. The total consideration for this transaction is allocated as follows:
(a) Monies paid or to be paid in cash 2.00
(b) Mortgages (i) assumed (show principal and interest to be credited against purchase price) 0.00
(ii) Given Back to Vendor 0.00
(c) Property transferred in exchange (detail below) 0.00
(d) Fair market value of the land(s) 83,570,000.00
(e) Liens, legacies, annuities and maintenance charges to which transfer is subject 0.00
(f) Other valuable consideration subject to land transfer tax (detail below) 0.00
(g) Value of land, building, fixtures and goodwill subject to land transfer tax (total of (a) to (f)) 83,570,002.00
(h) VALUE OF ALL CHATTELS −items of tangible personal property 0.00
(i) Other considerations for transaction not included in (g) or (h) above 0.00
(j) Total consideration 83,570,002.00
6. Other remarks and explanations, if necessary.
1.b) Consideration (d) − Fair Market Value of land for the following reason:
2.b) This is a disposition by a corporation to a shareholder
PROPERTY Information Record
A. Nature of Instrument: Transfer
LRO 80 Registration No. AT1742836 Date: 2008/03/28
B. Property(s): PIN 21384 − 0080 Address CITY OF TORONTO AssessmentRoll No
−
PIN 21384 − 0124 Address CITY OF TORONTO AssessmentRoll No
−
C. Address for Service: Toronto City Hall100 Queen Street WestToronto, OntarioM5H 2N2
D. (i) Last Conveyance(s): PIN 21384 − 0080 Registration No. CA337070
PIN 21384 − 0124 Registration No. CA373122
(ii) Legal Description for Property Conveyed: Same as in last conveyance? Yes No Not known
E. Tax Statements Prepared By: Kathleen Ann Kennedy
55 John St., 26th FloorToronto M5V 3C6
Table 2: Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment
Risk Assessment Number: RA1243-12
1 of 2
Table 2: Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment
Risk Assessment Number 1243-12Applicable Site Condition Standard Table 3
Measured Concentration for Contaminants in SoilContaminant Measurement type Measured Concentration Standard Specified in Risk Assessment Unit of Measurement Acenaphthene Measured 93 112 ug/g Acenaphthylene Measured 12 14 ug/g Anthracene Measured 75 90 ug/g Antimony Measured 9.3 11 ug/g Benzo[a]anthracene Measured 39 47 ug/g Benzo[a]pyrene Measured 31 37 ug/g Benzo[b]fluoranthene Measured 25 30 ug/g Benzo[g,h,i]perylene < MDL Value of 40 48 ug/g Benzo[k]fluoranthene < MDL Value of 20 24 ug/g Boron (Hot Water Soluble) Measured 4.1 4.9 ug/g Cadmium Measured 8 9.6 ug/g Chrysene Measured 40 48 ug/g Copper Measured 250 300 ug/g Cyanide (CN-) Measured 1.3 1.6 ug/g Dibenzo[a,h]anthracene < MDL Value of 40 48 ug/g Ethylbenzene Measured 2.5 3 ug/g Fluoranthene Measured 86 103 ug/g Fluorene Measured 73 88 ug/g Indeno[1,2,3-cd]pyrene < MDL Value of 40 48 ug/g Lead Measured 470 564 ug/g Mercury Measured 5.5 6.6 ug/g Methlynaphthalene, 2-(1-) Measured 233 280 ug/g Naphthalene Measured 390 468 ug/g Petroleum Hydrocarbons F1 (C6-C10) Measured 350 420 ug/g Petroleum Hydrocarbons F2 (>C10-C16) Measured 3800 4560 ug/g Petroleum Hydrocarbons F3 (>C16-C34) Measured 8700 10440 ug/g Phenanthrene Measured 250 300 ug/g Pyrene Measured 130 156 ug/g Xylenes Measured 3.9 4.7 ug/g Zinc Measured 480 576 ug/g Electrical Conductivity (mS/cm) Measured 2.3 2.8 mS/cm Sodium Adsorption Ratio Measured 5.1 6.1 unitless
Measured Concentration for Contaminants in Ground WaterContaminant Measurement type Measured Concentration Standard Specified in Risk Assessment Unit of Measurement Acenaphthene Measured 41 600 ug/l Acenaphthylene Measured 2.1 2.5 ug/l Anthracene Measured 7 8 ug/l Benzene Measured 16 44 ug/l Benzo[a]anthracene Measured 7.2 8.6 ug/l Benzo[a]pyrene Measured 5.6 6.7 ug/l Benzo[b]fluoranthene Measured 6.1 7.3 ug/l Benzo[g,h,i]perylene Measured 3.2 3.8 ug/l Benzo[k]fluoranthene Measured 1.8 2.2 ug/l
Table 2: Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment
Risk Assessment Number: RA1243-12
2 of 2
Chloroform Measured 1.1 2.4 ug/l Chrysene Measured 5.2 6.2 ug/l Dibenzo[a,h]anthracene Measured 1 1.2 ug/l Dichloroethylene, 1,2-cis- Measured 1.5 1.8 ug/l Dichloroethylene, 1,2-trans- < MDL Value of 0.5 1.6 ug/l Ethylbenzene Measured 78 2300 ug/l Indeno[1,2,3-cd]pyrene Measured 3 4 ug/l Mercury < MDL Value of 0.1 0.29 ug/l Naphthalene Measured 770 1400 ug/l Petroleum Hydrocarbons F1 (C6-C10) Measured 1000 1200 ug/l Petroleum Hydrocarbons F2 (>C10-C16) Measured 3100 3720 ug/l Petroleum Hydrocarbons F3 (>C16-C34) Measured 750 900 ug/l Tetrachloroethylene Measured 9.9 12 ug/l Trichloroethylene Measured 1.2 1.6 ug/l Vinyl Chloride Measured 2.13 2.6 ug/l Xylenes Measured 79 4200 ug/l Chloride Measured 2300 30000 mg/l
Measured Concentration for Contaminants in SedimentContaminant Measurement type Measured Concentration Standard Specified in Risk Assessment Unit of Measurement <none>
"TABLE OF AREAS OF POTENTIAL ENVIRONMENTAL CONCERN"
(Refer to clause 16(2)(a), Schedule D, O.Reg. 153/04)
Area of Potential
Environmental Concern 1Location of Area of Environmental
Concern on Phase One Property
Potentially Contaminating Activity 2
Location of PCA (on-
site or off-site
Contaminants of Potential
Concern 3
Media Potentially Impacted
(Groundwater, soil and/or
sediment)
APEC 1
Across entire Site. The entire footprint of
the Site to existing grades was created
through infilling of Lake Ontario
30. Importation of fill material of
unknown qualityOn-Site
Metals, Inorganics, PHCs, VOCs,
PAHs,Soil and Groundwater
APEC 2
Three stockpiles formerly located on Site
to the south east, central and
northeastern portions on Site
30. Importation of fill material of
unknown qualityOn-Site and Off-Site Metals, PAHs, PHCs Soil and Groundwater
APEC 3On-Site within the southeastern portion
of the property
27. Garages and Maintenance and
Repair of Railcars, Marine Vehicles
and Aviation Vehicles
On-Site and Off-Site VOCs Groundwater
APEC 4
Site-wide contamination attributable to a
source area situated off-Site to the north
of Site
5. Asphalt and Bitumen
Manufacturing
9. Coal Gasification
Off-Site PHCs, PAHs Soil and Groundwater
APEC 5 On-Site, East central portion of site.
27. Garages and Maintenance and
Repair of Railcars, Marine Vehicles
and Aviation Vehicles
On-SiteMetals, PHCs, VOCs, PAHs,
PCBsSoil and Groundwater
APEC 6On-Site within the eastern portion of the
property
28. Gasoline and Associated
products storage in fixed tanksOn-Site and Off-Site Metals, PHCs, VOCs Soil and Groundwater
APEC 7On-Site near the south-central portion of
the Site
28. Gasoline and Associated
products storage in fixed tanks
On-Site and Off-Site
(PCA 12)PHCs, VOCs, Metals Soil and Groundwater
APEC 8On-Site along the northern portion of the
Site46. Railyards, tracks and spurs On-Site and Off-Site Metals, PAHs, PHCs Soil and Groundwater
Notes:
1 - Area of potential Environmental Concern means the area on, in or under a phase one property where one or more contaminans are potentially present,
as determined through the phase one environmental site assessment, including through,
(a) identification of past or present uses on, in or under the phase one property, and
(b) identification of potentially contaminating activity.
2 - Potentially Contaminating Activity means a use or activity set out in Column A of Table 2 of Schedule D that is occurring or has occurred in a
phase one study area
3 - when completing this column identify all contaminants of potential environmental concern using the Method Groups as identified in the
"Protocol for the Assessment of Properties Under Part XV.1 of the Environmental Protection Act, March 9, 2004, amended as of July 1, 2011
4 - when submitting a record of site condition for filing, a copy of this table must be attached
2. On-Site, Former UST ExcavationEast of main Site building, location of former UST#28. Gasoline and Associated Products Storage in Fixed TanksOn-Site PHC F1-F4 Soil and Groundwater
#30. Importation of Fill Material of Unknown QualityMetals
PAHs
August 2014 Table of Current and Past Uses of the Phase One Property 11-1152-0010
Year Name of Owner Description of Property Use Property UseOther Observations from Aerial Photographs, Fire Insurance Plans,
Etc.
1946-1951 Crown Land The Site consists of Lake Ontario. Water Lot The Site consists of Lake Ontario.
1951-1982The Toronto Harbour
CommissionersMarine freight transfer facility Industrial
The East Bayfront lands, which includes the Site was used by the Toronto
Harbor Commissioners, Canadian Pacific Express and Transport Ltd., as
well as others as a marine freight transfer facility. The MT29 Building was
constructed circa 1958.
1982-1985 City of Toronto Freight storage and logistics Industrial
Previous reports indicate that Can-Par Ltd. used the MT29 Building for
freight storage and logistics. Reportedly, fueling stations were present on-
Site during Can-Par Ltd.’s occupancy. In addition, previous reports indicate
that the RCYC building located on the southeast portion of the Site was
present on-Site by 1985. Reportedly, the RCYC occupied the east portion
of the Site as well as land located east of the northeast portion of the Site
from approximately 1983.
1985-1995 City of Toronto Waterside Golf & Tennis Club Commercial
Previous reports and street directories indicate that in the mid 1980s, 255
Queens Quay East was used by Waterfront Tennis & Squash Club
consisting of two (2) tennis domes, one (1) golf practice dome and one (1)
restaurant. Reportedly, in October 2009, the restaurant was present on-
Site and scheduled for demolition, however, the sports domes were no
longer present.
1995-1997
Toronto
Economic Development Corporation
(TEDCO)
Waterside Golf & Tennis Club Commercial No change in landuse
1997-2009
City of Toronto
Economic Development Corporation Warehousing and Distribution Industrial
Previous reports indicate that Can-Par Ltd. used the MT29 Building for
freight storage and logistics. Reportedly, fueling stations were present on-
Site during Can-Par Ltd.’s occupancy.
2009 - Present City of Toronto
Construction materials staging area
(Eastern Construction) and public
parking; subsequent redevelopment
site (since 2013)
Industrial
Commercial
Eastern Construction formerly occupied the MT29 Building for office space
and the storage of construction equipment and materials since September
2009. At this time, the north portion of the Site was used as a public
parking lot. The site has been occupied since 2013 for redevelopment.
Golder Associates Ltd. Page 1 of 1
August 2014
Conceptual Site Model Phase II Environmental Site Assessment at: Parcel 1 - Portion of 255 and 261 Queens Quay East, Toronto, Ontario
The following are included in this Conceptual Site Model
Phase Two Conceptual Site Model – From Golder Report: “Phase II Environmental Site Assessment at: Parcel 1 - Portion of 255 and 261 Queens Quay East, Toronto, Ontario” (Golder 2014).
CONC
EPTU
AL S
ITE
MODE
L
PARCEL 1 – BAYSIDE DEVELOPMENT LANDS
July 2014 Report No. 11-1152-0010
1.1 Phase Two Conceptual Site Model This section summarizes the findings of this Phase Two ESA in the context of the Site topography, geology, hydrogeology, and contaminant status in the form of a Site Conceptual Model. The Phase One conceptual model was used as a basis on which to expand the understanding of the stratigraphic, hydrogeological and contaminant conditions at the Site and to summarise this in a Phase Two conceptual site model.
1.1.1 Physical Setting The Site consists of the northern portion of 255 and the east and northern portion of 261 Queens Quay East. The Site is bounded on the north by the Queens Quay East right-of-way, on the east by the remainder of 261 Queens Quay East, on the south by the southern portions of 255 and 261 Queens Quay East, and on the West by Sherbourne Common. The location of the Site is shown on Figure 1. The Site (shown in Figure 2) consists of approximately 2.2 hectares (5.4 acres) of land and is relatively flat. The Site forms part of the Queen Elizabeth Docks, a relatively flat area that was formerly used for port activities and that was constructed by infilling a steel dock wall structure with fill materials from various undocumented sources. The adjacent lands to the west of the Site have undergone redevelopment for mixed commercial, institutional and parkland uses. The immediate vicinity of the Site consists of single storey commercial buildings including car dealerships, electrical parts distributors and similar commercial uses.
At the time of the initial investigation, the Site contained one building. At the time of the supplemental stages of the Phase Two ESA, the Site was undergoing construction for the installation of subsurface utilities, and the only structures present were temporary construction office trailers.
1.1.1.1 Soil Brought from Another Property Apart from the initial infilling of the Site prior to completion of the Queen Elizabeth docks in the 1950s, no areas where soil has subsequently been brought from another property and placed on the Site are known to be present.
1.1.2 Subsurface Structures and Utilities Utility locates were completed prior to drilling of boreholes, public utilities were mainly located to the north of the Site, along Queens Quay East. Utilities included the storm and sanitary sewer, at an expected depth of approximately ~1.5 mbgs and local electrical cables, telecommunication cables and water, and natural gas reticulation to former buildings on Site, expected to be no greater than 1.5 m deep. Based on the heterogeneous nature of the fill material, typical utility depths and the depth to groundwater (~1.7 mbgs) at the Site it is not expected that near surface utilities would impact contaminant migration at the Site.
1.1.3 Stratigraphy Regional Geology The site is located in the Iroquois Plain, as described in The Physiography of Southern Ontario (Chapman and Putnam, 1984).
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The Iroquois Plain physiographic region covers the border of the lake shore extending from the City of Trenton in the east to the city of St. Catharines in the south west. The Iroquois Plain refers to an area of lowland that borders the present day Lake Ontario which was formed within the basin of Glacial Lake Iroquois which was a larger and higher version of Lake Ontario. Lake Iroquois sediments consist both of granular soils (silt and sand) and finer-grained silt and clay soils. Apart from the naturally deposited soils within the study area, inclusive of lake bottom sediments that have since been covered, anthropogenic fill materials such as construction debris, ash, engineered fills and landscape fills are to be expected within the study area. The overburden within the Iroquois Plain in the vicinity of the study area is underlain by shale bedrock of the Georgian Bay Formation which contains limestone interlayers. Surface and groundwater flow is predominantly to the south toward Lake Ontario.
Local Geology and Soil Conditions The soil stratigraphy encountered during drilling activities generally consisted of a near surface unit, consisting of uncovered gravel surface, pavement, concrete floor or a combination of surface cover followed by fill material, underlain by native soil and bedrock. The fill material extended from below the surface cover and generally extended as deep as 9 to 12 mbgs but was identified at shallower depths in places and extended down to bedrock in other locations. The fill material consisted mainly of sand to clayey silt. Cinder, slag, wood, brick, concrete, organic material and coal debris were also encountered in the fill.
Native soil was encountered at depths from between 5 to 10 mbgs. The native soil layer is discontinuous and was not present in all boreholes and consisted of clayey silt, silt, silty sand and sand (Figures 6 and 7).
Shale of the Georgian Bay Formation was encountered in the boreholes at a depth of approximately 11 to 13 m correlating to an approximate elevation of 65 masl. The soil conditions encountered during borehole drilling are presented in the cross-sections in Figures 6 and 7.
Hydrogeological Conditions The hydrostratigraphic units were found to be interconnected in the fill, native soil and bedrock. The overburden fill unit, consisting of silty fill material of approximately 8 to 9 m saturated thickness, which is underlain by a discontinuous native clayey silt, silt, silty sand and sand unit of approximately 2 to 6 m saturated thickness was present immediately overlying the bedrock across the Site, and the bedrock groundwater unit, extending from approximately 11 to 13 mbgs to beyond the maximum depth investigated. There appears to be hydraulic connection between the three units and the Site is assessed as consisting of one groundwater unit.
Hydraulic conductivity in the upper fill unit ranged from approximately 2.3 × 10-6 cm/s to 3.7 × 10-4 cm/s. The hydraulic conductivity of the native silty sand and sand unit ranged between 1.1 × 10-6 cm/s and 1.1 × 10-4 cm/s and the bedrock unit hydraulic conductivity ranged from 1.2 × 10-7 cm/s to 1.0 × 10-4 cm/s.
Water levels were measured by Golder on August 22 and 23, 2011, September 11 and 12, 2012, July 23, 2013 and May 7, 2014. Notably during May 2014 the depth to groundwater observed at the Site indicated the effect of dewatering underway at the time for construction excavation at the Site. As such, and based on a more complete dataset across the Site, the groundwater elevation measurements from July 2013 and the groundwater contours shown on Figures 8 through 10, are applied to assess the Site conditions. Hydraulic gradients were calculated
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July 2014 Report No. 11-1152-0010
across the Site in each of the Shallow, Deep Fill/Native and Bedrock groundwater units. Shallow groundwater flow was inferred to be towards the south with a slight eastward component of flow. The horizontal hydraulic gradient in the shallower fill material was 0.008. At the time of water level measurements in July 2013, groundwater flow towards the west appears to be present in the deep fill/native soils under a weak horizontal hydraulic gradient of approximately 0.001. Groundwater flow in the bedrock groundwater unit was inferred to be towards the south, with local westward and eastward components, under a horizontal hydraulic gradient of 0.007.
Groundwater elevation measurements from seventeen (17) shallow and deep monitoring wells, installed as nested wells, were used to estimate a vertical hydraulic gradient.
Overall, a moderate downward vertical gradient exists from the fill material to the native soil, averaging 0.06 m/m as estimated from monitoring well pairs screened in fill material in the shallow well and the native soil in the deeper well. An apparent upward gradient was calculated at locations MW 11-17 and MW 11-24 location at 0.01 and 0.01 m/m respectively. The vertical hydraulic gradient between the native soil and the bedrock averaged approximately 0.07 downward. Previous reports on the adjacent property to the east indicated from the Dillon Phase Two ESA that similar variable gradients with some exceptions where upward vertical gradients were observed between the weathered upper bedrock and the overlying native soil.
The average depth to the water table measured in monitoring wells installed within the shallow overburden fill unit in July 2013 was approximately 1.4 mbgs, representing an average elevation of approximately 75.79 metres above sea level (masl). Shallow groundwater flow is inferred to be towards the south as shown in Figure 8.
The average depth to groundwater in the discontinuous native soil and deep fill in July 2013 was approximately 2.0 mbgs representing an average elevation of approximately 75.11 masl, notably during May 2014 the average depth to groundwater in the discontinuous native soil and deep fill was 4.16 mbgs showing the effect of dewatering underway at the time for construction excavation, as such the most representative groundwater elevations are considered for July 2013 which are shown on Figure 9.
The average hydraulic head in the shale bedrock unit in July 2013 was approximately 2.8 mbgs representing an average elevation of approximately 74.42 masl. The inferred direction of groundwater flow in this bedrock groundwater unit is towards the south and east. Groundwater contours and inferred flow direction are shown on Figure 10.
Based on average depth to groundwater elevation data from July 2007 (1.7 mbgs), August 2011 (1.8 mbgs), September 2012 (2.1 mbgs), July 2013 (1.4 mbgs) and May 2014 (1.5 mbgs), the shallowest average value of the groundwater depth was found to be 1.4 m and is considered to represent the elevation of the water table in the absence of transient conditions that produce locally elevated groundwater levels as reported by Dillon (2007) and Golder (2011). These groundwater conditions do not appear to persist at the same locations between monitoring events.
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1.1.4 Applicable Site Condition Standards O. Reg. 153/04, as amended, outlines specific criteria to determine the appropriate MOE Standards for screening COCs. The following points were considered prior to screening:
Is the subject property classified as a “sensitive site”?
No. The Site is not considered to be “environmentally sensitive” as per Section 41 of O. Reg. 153/04. Localized areas of elevated pH materials attributable to the presence of crushed concrete and similar non-soil materials in the fill have been reported, but will be subject to removal in the course of site development activities that were underway as of the supplemental investigation activities conducted in 2014.
Is the subject property a “shallow soil property”?
Bedrock is situated at a depth of approximately 11 to 13 metres beneath the Site. The Site is therefore not considered to be a shallow soil property under the definitions provided in Section 41 of O. Reg. 153/04.
What is the intended land use?
The Site will be redeveloped for mixed residential/parkland and commercial purposes. The nature of the redevelopment plans will include parkland and multi-storey residential and/or commercial office buildings.
What is the intended groundwater use?
The Site is municipally serviced by a water supply that does not rely on potable groundwater as its source.
Which depth of soil restoration will be used?
The RA considered a full depth generic approach to site restoration.
Does the property include all or part of a water body or is adjacent to a water body or includes land that is within 30 m of a water body?
No. The property is greater than 30 m from Lake Ontario (Toronto Harbour).
Based on the above considerations, the data for soil and groundwater were compared to the Table 3 SCSs in a non-potable groundwater condition for Residential/Parkland/Institutional property use and coarse textured soils.
1.1.5 Location of Buildings and Structures The Site (shown in Figure 2) consisted at the time of the initial stages of the Phase Two investigation of approximately 2.2 hectares (5.4 acres) of land and includes a relatively flat area containing a portion of one building, the Marine Terminal Building No.29 (herein referred to as the “MT29 Building”). Vacant undeveloped areas of the Site consisted of paved parking and driveway areas, as well as unsealed gravel surfaced areas. A grassed boulevard traverses the Site east to west immediately south of Queens Quay East. The MT29 Building had been removed at the time of the supplemental stages of the investigation in 2014. In addition, evidence of a former railway line traverses the northern part of the Site from east to west, immediately south of Queens Quay East.
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Proposed buildings and structures include mixed-use commercial/residential buildings to be situated on Part 4 and Part 7 of the attached survey plan, and a commercial building to be situated on Part 6 as the attached survey plan (Figure 3). A portion of the Building proposed to be situated on Part 4 will extend into the adjacent Parcel 2 lands (i.e. Part 5) to the south, with this southern portion being of slab-on-grade construction. The portion of this building that is situated on the Parcel 1 lands (i.e. Part 4) will incorporate an underground parking garage that will underlie the entirety of the building footprint on Part 4 and extend to the bedrock surface. This parking garage will incorporate a vapour barrier and a separate ventilation system from the remainder of the building.
The configuration of the proposed mixed-use commercial/residential building on Part 7 has not been confirmed, but will likely include a portion of the building that will be of slab-on-grade construction founded on piles, with the remainder of the building underlain by a parking garage incorporating a vapour barrier and separate ventilation from the remainder of the building.
The configuration of the proposed commercial building on Part 6 has yet to be confirmed, but will likely incorporate a minimum of one level of underground parking underlying the footprint of the building. This parking garage will include a vapour barrier and a ventilation system that is separate from the remainder of the building.
1.1.6 Areas of Potential Environmental Concern and Phase Two ESA Findings The Phase One ESA indicated the following areas of potential environmental concern shown on Figures 3 and 4:
Area of Potential
Environmental Concern
Location of Area of Potential
Environmental Concern on Phase
One Property
Potentially Contaminating
Activity
Location of PCA (on-
Site or off-Site)
Contaminants of Potential
Concern
Media Potentially Impacted
(Groundwater, soil and/or Sediment)
Description
APEC 1
Across entire Site.
The entire footprint of
the Site to existing
grades was created
through infilling of
Lake Ontario
30. Importation
of fill material of
unknown
quality
On-Site
Metals,
Inorganics,
PHCs, VOCs,
PAHs,
Soil and
Groundwater
Fill importation occurred
for the purposes of
creating the Bayside
lands. The fill used was
of an environmental
quality that did not meet
the 2011 Site Condition
Standards.
APEC 2
Three stockpiles
formerly located on
Site to the south east,
central and
northeastern portions
on Site
30. Importation
of fill material of
unknown
quality
On-Site and
Off-Site
Metals, PAHs,
PHCs
Soil and
Groundwater
Three temporary
stockpiles of fill materials
were placed in these
areas of the Site during
occupancy by Eastern
Construction. The quality
of these fill materials is
not known. These fill
materials have been
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July 2014 Report No. 11-1152-0010
Area of Potential
Environmental Concern
Location of Area of Potential
Environmental Concern on Phase
One Property
Potentially Contaminating
Activity
Location of PCA (on-
Site or off-Site)
Contaminants of Potential
Concern
Media Potentially Impacted
(Groundwater, soil and/or Sediment)
Description
identified as having
originated on the Site
itself.
APEC 3
On-Site within the
southeastern portion
of the property
27. Garages
and
Maintenance
and Repair of
Railcars,
Marine
Vehicles and
Aviation
Vehicles
On-Site and
Off-Site VOCs Groundwater
An area of groundwater
impacted by PCE was
reported near the
southeast corner of the
Site and may have been
associated with parts
washing or similar
activities.
APEC 4
Site-wide
contamination
attributable to a
source area situated
off-Site to the north of
Site
5. Asphalt and
Bitumen
Manufacturing
9. Coal
Gasification
Off-Site PHCs, PAHs Soil and
Groundwater
A historical release of coal
tar onto the adjacent
lands to the east of the
Site has caused soil and
groundwater impacts by
PHCs and PAHs across
much of the Site.
APEC 5 On-Site, East central
portion of site.
27. Garages
and
Maintenance
and Repair of
Railcars,
Marine
Vehicles and
Aviation
Vehicles
On-Site
Metals, PHCs,
VOCs, PAHs,
PCBs
Soil and
Groundwater
Historical industrial
activities on the Bayside
lands are anticipated to
have impacted the east
central portion of the Site.
APEC 6
On-Site within the
eastern portion of the
property
28. Gasoline
and Associated
products
storage in fixed
tanks
On-Site and
Off-Site
Metals, PHCs,
VOCs
Soil and
Groundwater
A former fueling station
was present on the north
side of the MT29 building
and may have contributed
to the site-wide soil and
groundwater impacts by
PHCs.
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Area of Potential
Environmental Concern
Location of Area of Potential
Environmental Concern on Phase
One Property
Potentially Contaminating
Activity
Location of PCA (on-
Site or off-Site)
Contaminants of Potential
Concern
Media Potentially Impacted
(Groundwater, soil and/or Sediment)
Description
APEC 7
On-Site near the
south-central portion
of the Site
28. Gasoline
and Associated
products
storage in fixed
tanks
On-Site and
Off-Site
(PCA 12)
PHCs, VOCs,
Metals
Soil and
Groundwater
A temporary fueling
facility was situated off the
northwest corner of the
MT29 building. Although
no releases are reported
to have occurred from this
facility, the footprint of this
facility is within a broader
area of PHC impacts in
soil and groundwater.
APEC 8
On-Site along the
northern portion of the
Site
46. Railyards,
tracks and
spurs
On-Site and
Off-Site
Metals, PAHs,
PHCs
Soil and
Groundwater
A former rail spur line
traversed the northern
part of the Site adjacent to
Queens Quay East
1.1.7 Contaminated Media The Phase Two ESA confirmed the presence of impacts to soil and groundwater by metals and inorganics, VOCs, PAHs and PHCs across the majority of the Site, inferred to be associated with general fill quality and historical use of the Site and adjacent lands.
1.1.8 Contaminants exceeding Applicable Standards at the Site The areas where soil concentrations of PHC, PAH, VOC and Metals and inorganics exceed the applicable standard are shown on Figures 11 to 14. The areas where groundwater concentrations of PHC and PAH exceed the applicable standards are shown on Figures 15 and 17.
1.1.9 Description of Areas of Contamination on the Property Soil Soil concentrations of PHCs, PAHs, VOCs and metals and inorganics were measured at concentrations exceeding the applicable standards for these parameters. The areas of impact are indicated laterally on Figures 11 through 14. Vertical extent of impacts are indicated on cross-sections on Figures 19a through 19d and 20a through 20d.
The lateral extent of PHC impact in soil is observed mainly in the form of PHC fraction F2 across the majority of the Site and is extrapolated to the Site boundary where no un-impacted data points were present. The lateral
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extent of PAH impact in soil closely mimics the extent of PHC impact and is observed across the majority of the Site. The impact is associated with the widespread nature of imported fill across the Site, historical soil and debris stockpile storage, PAH impact on the adjacent properties to the north and east, and former presence of USTs and ASTs at the Site. Notably the northern portion of the Site along the Site boundary appears to have minimal impact of PHCs and PAH in soil.
The lateral extent of metals and inorganics impact in soil is observed across the central portion from east to west across the Site and is extrapolated to the Site boundary where no un-impacted data points were present. The northwestern portion of the Site, southwestern portion and central southern portion of the Site did not indicate metals and inorganics impact in soil. The impact is associated with the widespread nature of imported fill across the Site, historical soil and debris stockpile storage, industrial activities in the area, snow dump and application of salt for ice and snow melt.
VOC impact in soil is limited to soil concentrations of xylene in the southeastern portion of the Site within the footprint of the former MT 29 building. The lateral extent is extrapolated to the western and southern Site boundaries at this location. The presence of xylene is associated with chemical storage at the Site in USTs or ASTs, surface staining observed and use of gasoline at the Site.
The vertical extent of PHC in soil (Figures 19a and 20a) is observed at depths ranging from the water table to the depth of bedrock at several locations. The vertical extent of PHC is extrapolated to the depth of bedrock at locations where no un-impacted data points are present at greater depth. PHC contamination has not been identified in the bedrock monitoring wells.
The vertical extent of PAH in soil (Figures 19b and 20b) is observed at depths ranging from the water table to the depth of bedrock at several locations. PAH contamination is attributable both to PAHs present in the fill materials used to construct the Bayside site, as well as subsequent contamination by coal tar originating on the lands to the east of the Site. The vertical extent of PAH is extrapolated to the depth of bedrock at locations where no un-impacted data points are present at greater depth. PAH contamination has not been identified in the bedrock monitoring wells.
The vertical extent of VOC in soil (Figures 19c and 20c) is limited to xylene observed in the southeastern portion of the Site within the footprint of the former MT 29 building at MW11-31 at 7.6 to 8.2 mbgs and is extrapolated to the depth of bedrock. Adjacent monitoring well MW14-15 did not show detectable concentrations of VOCs at depth of bedrock encountered at 12.8 mbgs.
The vertical extent of metals and inorganics in soil (Figures 19d and 20d) is delineated across the Site and does not extend to the depth of bedrock.
Groundwater Groundwater concentrations of VOCs and metals and inorganics met the applicable standards at the Site. Groundwater concentrations of PHCs and PAHs were measured at concentrations exceeding the applicable standards for these parameters. The areas of impact are indicated laterally on Figures 15 and 17. Vertical extent of groundwater impacts are indicated on cross-sections on Figures 19a through 19d and 20a through 20d.
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The lateral extent of PHC impact in groundwater is observed mainly in the form of PHC fraction F2 across the central and eastern portion of the Site and is extrapolated to the Site boundary where no un-impacted data points were present.
The lateral extent of PAH impact in groundwater is limited to the north western, central and south eastern portion of the Site.
The vertical extent of PHC in groundwater (Figures 19a and 20a) is limited to the overburden and extrapolated to the depth of bedrock at locations where no un-impacted data points are present at greater depth. PHC impact was not observed in monitoring wells installed in the bedrock.
The vertical extent of PAH in groundwater (Figures 19b and 20b) is limited to the overburden and extrapolated to the depth of bedrock at locations where no un-impacted data points are present at greater depth. PAH impact was not observed in monitoring wells installed in the bedrock.
As indicated above, metals (Figures 19d and 20d) in groundwater did not exceed their respective Table 3 Site Condition Standards and does not extend to the depth of bedrock. Concentrations of chloride in groundwater exceed the applicable standards for the Site in monitoring wells installed into the bedrock, but are attributable to regionally elevated background conditions as discussed below.
The highest concentration of chloride in groundwater wells on the Bayside Parcel 1 lands measured during the course of the 2011 investigation component of the Phase Two ESA was 3,200,000 ug/L, measured in monitoring well MW11-16. This monitoring well was screened in shale bedrock at a depth interval of 18.21 to 21.26 metres below ground surface. Additional drilling in the vicinity of MW11-16 was conducted in 2014, and included the drilling of monitoring well MW14-16 to a depth of 25.98 metres below ground surface. The concentration of chloride in the groundwater sample collected from this monitoring well was 25,000,000 ug/L.
The depth distribution of chloride in groundwater shows two peaks. Chloride concentrations in shallow groundwater wells show a peak of 100,000 ug/L at a depth of approximately 7 metres below ground surface. Concentrations below this depth decline to a value of 43,000 ug/L at a value of 12.73 mbgs, and progressively increase to the maximum value within the bedrock.
The depth profile of chloride in the groundwater monitoring wells on Parcel 1 of the Bayside lands suggests two potential sources of chloride. Chloride concentrations in shallow groundwater wells are likely attributable to the former storage of road deicing salt on the Bayside lands. Chloride within deeper monitoring wells screened in the fill materials and native soils above the bedrock likely represents a combination of anthropogenic chloride attributable to the storage and use of road salt and naturally sourced chloride from saline groundwater in the underlying shales, as upward vertical hydraulic gradients between the shale bedrock and the overlying soils have been reported at the Site (Dillon, 2007).
The concentrations of chloride in groundwater within the deeper bedrock wells are attributable to the naturally elevated salinity in porewater and groundwater within the Georgian Bay Formation shales that underlie the Site. Monitoring wells screened at similar depths (35.75 and 36.58 mbgs) in Georgian Bay Formation shales on the West Don Lands have shown similar concentrations of chloride, with the most recent data collected in February 2014 indicating concentrations of 28,300,000 and 2,930,000 ug/L, respectively. Saline groundwater is also reported to occur locally within other areas of the Georgian Bay Formation, such as the Bolton area (TRCA,
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2008). A survey of water wells in the Georgian Bay Formation (MOE, 2003) indicated that 8 percent of the supply wells tested yielded saline groundwater, with “excessive levels of sodium and chloride” being reported.
The reported concentrations of chloride in groundwater within the Bayside and West Don Lands bedrock monitoring wells represent an approximately tenfold dilution of typical porewater concentrations in the Georgian Bay Formation. The Nuclear Waste Management Organization conducted porewater chloride concentration studies on shale cores recovered from the Georgian Bay Formation as part of a study to evaluate the feasibility of the construction of a Deep Geologic Repository facility at the Bruce nuclear site in Kincardine, Ontario . The minimum measured chloride concentrations in the recovered porewaters was 6000 mmol/L (equivalent to 212,000,000 ug/L). Elevated porewater salinities in the Georgian Bay Formation shales were attributed to evaporative concentration of halite (NaCl) from seawater entrained in the marine sediments that originally made up the Georgian Bay Formation shales (Intera, 2011). Lo and Lee (1990) report similar porewater salinities for southern Ontario shales, with values ranging from 108 to 265 g/L (108,000 to 265,000 ug/L).
Based on the above, we conclude that the chloride in the bedrock groundwater is of natural origin and not due to the anthropogenic source (i.e. storage of road deicing salt) on the Bayside site. Therefore, the chloride in the bedrock groundwater would not be considered as a contaminant under the Environmental Protection Act and delineation of the extent of the chloride in the bedrock groundwater would not be required.
Utility locates were completed prior to drilling of boreholes, public utilities were mainly located to the north of the Site, along Queens Quay East. Utilities included the CSO, situated to the east of the Site at an expected depth of approximately ~1.5 mbgs and local electrical cables, telecommunication cables and water, and natural gas reticulation to buildings on Site, expected to be no greater than 1.5 m deep. Based on the heterogeneous nature of the fill material, typical utility depths and the depth to groundwater (~1.7 mbgs) at the Site it is not expected that near surface utilities would impact coal tar contaminant migration at the Site, with the possible exception of the combined storm and sanitary sewer in the north-eastern portion of the Site.
1.1.10 Description of Contaminants Soil COCs include PHCs, PAHs, VOCs and Metals and inorganics (Figures 11 to 14). Groundwater COCs include PHCs and PAHs (Figures 15 to 18).
1.1.11 Migration of Contaminants Given the mechanisms of discharge described above, the potential for COCs to migrate towards the lake and into indoor and outdoor air exists at the Site. Risk management measures including a coal tar migration barrier as well as vapour barriers on building foundations will be incorporated at the Site to limit potential future migration of COCs at the Site. The coal tar migration barrier was constructed at the site between the initial and supplemental stages of the Phase Two ESA, and extends to bedrock along the eastern boundary of the Site.
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1.1.12 Meteorological and Climatic Considerations Seasonal fluctuations in groundwater are anticipated given that groundwater is relatively shallow and fluctuations are likely due to increases/decreases in precipitation as well as increases/decreases in water levels of the adjacent Lake Ontario. The seasonal groundwater fluctuations are not expected to significantly influence the overall groundwater flow direction as determined in the Phase Two ESA.
1.1.13 Potential for Soil Vapour Intrusion Proposed development for the Site is mixed land use that includes parkland, multi-storey residential and commercial developments. As COCs on Site include volatile compounds, there is potential for soil vapour intrusion into the proposed buildings.
To assess the potential health risks for human receptors present in future buildings at the Site, a risk assessment for the Site has been completed to evaluate potential vapour migration from impacted soil and groundwater to indoor air. The risk assessment recommended the inclusion of vapour barriers on building foundations to limit vapour migration to future buildings at the Site.
1.1.14 Potential Exposure Pathways and Receptors Proposed development for the Site is mixed land use that includes parkland, multi-storey residential and commercial developments. Based on the Site characterization data collected and future development scenarios the following exposure pathways are considered potentially relevant (Figures 21 through 24):
Human exposure pathways:
Direct contact with soil (incidental ingestion and dermal contact) and exposure by a resident, construction worker, landscape maintenance worker and park visitor;
Direct contact with groundwater (incidental ingestion and dermal contact) and exposure by a construction worker;
Inhalation of vapour in indoor air sourced from soil and groundwater and exposure by a resident and indoor worker;
Inhalation of vapour in outdoor air sourced from soil and groundwater and exposure by a construction worker, landscape maintenance worker and park visitor;
Inhalation of vapour from soil and groundwater while working in a trench and exposure by a construction worker; and
Inhalation of particulates from soil and exposure by a construction worker, landscape worker and park visitor.
Ecological exposure pathways:
Ingestion of soil and ingestion of vegetation and/or prey that have accumulated COCs from soil and exposure by mammals and birds;
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Direct contact with soil and exposure by soil invertebrates and plants;
Root uptake of shallow groundwater; and,
Potential discharge of groundwater to Lake Ontario was evaluated for off-Site aquatic receptors.
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FIGURES
Figure 1 Site Location Plan
Figure 2 Site Layout
Figure 3 Areas of Potential Environment Concern
Figure 4 Cross section schematic of Areas of Potential Environmental Concern on-site
Figure 5 Borehole, Monitoring Well Locations
Figure 6 Stratigraphic Cross Section A-A’
Figure 7 Stratigraphic Cross Section B-B’
Figure 8 Shallow Groundwater Elevation and Inferred Flow Direction (July 2013)
Figure 9 Groundwater Elevation Deep Fill and Native Soil (July 2013)
Figure 10 Bedrock Groundwater Elevation and Inferred Flow Direction (July 2013)
Figure 11 Extent of Soil PHC Impact
Figure 12 Extent of Soil VOC Impact
Figure 13 Extent of Soil PAH Impact
Figure 14 Extent of Soil Metals and Inorganics Impact
Figure 15 Extent of Groundwater PHC Impact
Figure 16 Extent of Groundwater VOC Impact
Figure 17 Extent of Groundwater PAH Impact
Figure 18 Extent of Groundwater Metals and Inorganics Impact
Figure 19a Cross Section A-A’ PHC in Soil
Figure 19b Cross Section A-A’ VOC in Soil
Figure 19c Cross Section A-A’ PAH in Soil
Figure 19d Cross Section A-A’ Metals and Inorganics in Soil
Figure 19e Cross Section A-A’ PHC in Groundwater
Figure 19f Cross Section A-A’ VOC in Groundwater
Figure 19g Cross Section A-A’ PAH in Groundwater
Figure 19h Cross Section A-A’ Metals and Inorganics in Groundwater
Figure 20a Cross Section B-B’ PHC in Soil
Figure 20b Cross Section B-B’ VOC in Soil
Figure 20c Cross Section B-B’ PAH in Soil
Figure 20d Cross Section B-B’ Metals and Inorganics in Soil
PARCEL 1 – BAYSIDE DEVELOPMENT LANDS
July 2014 Report No. 11-1152-0010
Figure 20e Cross Section B-B’ PHC in Groundwater
Figure 20f Cross Section B-B’ VOC in Groundwater
Figure 20g Cross Section B-B’ PAH in Groundwater
Figure 20h Cross Section B-B’ Metals and Inorganics in Groundwater
Figure 21 Conceptual Site Model for Ecological Receptors – VOCs
Figure 22 Conceptual Site Model for Ecological Receptors – Metals and Inorganics
Figure 23 Conceptual Site Model for Ecological Receptors – PAHs
Figure 24 Conceptual Site Model for Ecological Receptors – PHCs
PARCEL 1 – BAYSIDE DEVELOPMENT LANDS
July 2014 Report No. 11-1152-0010
FIGURES
!
!
!
!
!
!
!
!
!
!
!
!
!
! !
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
! ! !
!
!
!
!
!
!
!
!
!
!
!
!
QUEENS QUAY E
QUEEN STREET EAST
YON
GE STR
EET
KING STREET EAST
F G GARDINER EXPRESSWAY EAST
DUNDAS STREET EAST
JARVIS STREET
BAY STREET
PARLIAM
ENT STR
EET
ADELAIDE STREET EAST
EASTERN AVENUE
FRONT STREET EAST
KING STREET WEST
FRONT STREET WEST
RICHMOND STREET EAST
UN
IVERSITY AVEN
UE
QUEEN STREET WEST
DON VALLEY PARKWAY SOUTH
ADELAIDE STREET WEST
CAR
LAW AVEN
UE
YOR
K STREET
RICHMOND STREET WEST
COLLEGE STREET
HARBOUR STREET
BRO
ADVIEW
AVENUE
EASTERN AVENUE DIVERSION
LAKE SHORE BOULEVARD WEST
QU
EENS PAR
K
F G GARDINER EXPRESSWAY WEST
BAY STREET
630000
630000
631000
631000
632000
632000
633000
633000
634000
634000
4832
000
4832
000
4833
000
4833
000
4834
000
4834
000
4835
000
4835
000
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\P
arce
lUpd
ates
_201
4\P
hase
II\P
arce
l_I\P
arce
l1_S
ite L
ocat
ion
Pla
n.m
xd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
PARCEL 1SITE LOCATION PLAN
FIGURE: 1PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
PRM 30 May. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
ME 30 May. 2014LB
30 May. 2014
!!
!
!
TorontoHigh Park
The Beaches
Toronto Islands
REFERENCE
HighwayMajor RoadLocal RoadRailway
! Utility LineWater SegmentWaterbodyWoodlotBayside Development LandsParcel 1 Site Boundary
INDEX MAP
SCALE
Study Area
Lake Ontario
1:15,000
250 0 250 500 750
METRES
Lake Ontario
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
Parking Booth
RCYC Building
QUEENS QUAY E
LK SHORE BLVD E
BONNYCASTLE ST
SMALL ST
F G GARDINER EXPY EF G GARDINER EXPY W
LK SHORE BLVD E
631900
631900
632000
632000
632100
632100
632200
632200
4833
600
4833
600
4833
700
4833
700
4833
800
4833
800
4833
900
4833
900
G:\Pr
ojects
\2011
\11-11
52-00
10_W
aterfro
nt_Ba
yfron
t\GIS\
MXDs
\Rep
orting
\Parce
lUpda
tes_2
014\P
hase
II\Parc
el_I\S
ite_L
ayou
t.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Imagery: Bing Maps © 2009 Microsoft Corporation and its data suppliersProduced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
SITE LAYOUT
FIGURE: 2PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
ME 30 May. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
ME 30 May. 2014LBSD
30 May. 201430 May. 2014
!!
!
!
TorontoHigh ParkThe Beaches
Toronto Islands
REFERENCE
HighwayMajor RoadLocal RoadBuilding FootprintParcel 1 Site BoundaryBayside Development Lands
INDEX MAP
SCALE
Study Area
Lake Ontario
1:1,500
25 0 25 50 7512.5METRES
")
")
")
")
")
")
")
")8
2
3
2
7
6
2
5
LK SHORE BLVD E
QUEENS QUAY E
F G GARDINER EXPY E
F G GARDINER EXPY W
SMALL ST
BONN
YCASTLE ST
LOW
ER SHERBO
URN
E ST
LANE 1 W PARLIAMENT S LONGBOAT
LK SHORE BLVD E
631800
631800
632000
632000
632200
632200
632400
632400
4833
600
4833
600
4833
800
4833
800
4834
000
4834
000
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\P
arce
lUpd
ates
_201
4\P
hase
II\P
arce
l_I\P
arce
l1_A
reas
_of_
Pot
entia
l_E
nviro
nmen
tal_
Con
cern
.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Site Plan provided in digital format by Waterfront Toronto, Received February 2011Imagery: Bing Maps © 2009 Microsoft Corporation and its data suppliersProduced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
PARCEL 1ON-SITE LOCATIONS OF AREAS OF
POTENTIAL ENVIRONMENTAL CONCERN
FIGURE: 3PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
ME 30 May. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
ME 30 May. 2014LB
30 May. 2014
REFERENCE
") APEC Location On siteAPEC 1 - Fill of Unknown Quality
APEC 2 - Stock Piles of Fill Material
APEC 3 - Suspected VOC Release from Parts Washings
APEC 4 - Impacts Associated With Historical Coal-Tar Release Off Site
APEC 5 - Staining Due to Surface Spills
APEC 6 - Former Fueling Stations
APEC 7 - Fuel AST
APEC 8 - Railway Lines
Parcel 1 Site BoundaryBayside Development Lands
SCALE 1:2,000
25 0 25 50 75 100 125
METRES
APEC and PCA locations are approximate.NOTE
55
60
65
70
75
80
85
55
60
65
70
75
80
85WEST EAST
2 5
1
3
MT29 BUILDING
ELE
VATI
ON
(mas
l)
ELE
VATI
ON
(mas
l)
7
8
DISTANCE (m)
4
6
0 25 50 75 100 125 150 175
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
PARCEL 1PHASE 1 SITE CONCEPTUAL MODEL
4Mississauga, Ontario, Canada
TITLE
DESIGN
PROJECT No. FILE No.
CAD
CHECK
REVIEW
SCALE REV.
PROJECT
FIGURE
1111520010AEE004.dwg11-1152-0010
AS SHOWN E
CD/DD July 9, 2014
LB July 9, 2014
FILL
NATIVE SOIL
BEDROCK
LEGEND:
STRATIGRAPHY
2
6
1
3
FILL OF UNKNOWN QUALITY
STOCKPILES OF FILL MATERIAL
SUSPECTED VOC RELEASE FROM FORMER PARTS WASHING
IMPACTS ASSOCIATED WITH HISTORICAL COAL-TAR RELEASE OFF SITE
STAINING DUE TO SURFACE SPILLS
FORMER FILLING STATION
FUEL AST
RAILWAY LINES (PARALLEL TO DRAWING ORIENTATION)
4
5
AREAS OF POTENTIAL ENVIRONMENTAL CONCERN
LEGEND:
1. POTENTIALLY CONTAMINATING ACTIVITIES NOT ONSITE NOT SHOWN ON SCHEMATIC.
2. SCHEMATIC REFLECTS PHASE I CONCEPTUAL SITEMODEL AND LOCATIONS ARE APPROXIMATE.
7
8
J
J
J
J
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A!A
!A
!A
!A
!A !A
!A
!A
!A!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
@A
@A
@A
!A
!A
!A
!A !A
!A
!A !A
!A
!A
!A
!A
@A
@A
@A
A
A'B
B'
MW11-58
MW11-09B
MW11-24A
MW11-27AMW11-03A
MW11-12A
MW11-55
MW11-51
MW11-25
MW11-11A
MW11-01B
MW11-15B
MW11-13
MW11-31
MW11-16MW11-04
MW11-18
MW11-17B
MW11-11B
MW11-59
MW11-24B
MW11-27B
MW11-03BMW11-12B MW11-23
MW11-10B
MW11-01A
MW11-07
MW11-57
MW11-09A
MW11-02
MW11-17A
MW11-15A
MW11-05
MW11-56
MW11-22
MW11-10A
BH11-14
BH13-04
BH13-03
MW14-8
MW14-9
MW14-10
MW14-11 MW14-12
MW14-13
MW14-14 MW14-15
MW14-17
MW14-18
MW14-19
MW14-16
BH14-22
BH14-21
BH14-20
BONNYCASTLE STREET
LAKE SHORE BOULEVARD EAST
QUEENS QUAY EAST
LOWER SHERBOURNE STREET
SMALL STREETLOWER JARVIS GARDINER RAMPF G GARDINER EXPRESSWAY WEST
F G GARDINER EXPRESSWAY EAST
631900
631900
632000
632000
632100
632100
632200
632200
4833
600
4833
600
4833
700
4833
700
4833
800
4833
800
4833
900
4833
900
G:\Pr
ojects
\2011
\11-11
52-00
10_W
aterfro
nt_Ba
yfron
t\GIS\
MXDs
\Rep
orting
\Parce
lUpda
tes_2
014\P
hase
II\Parc
el_I\B
H_Mo
nitori
ng_W
ell_L
ocs.m
xd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Well Locations - KRCMAR Surveyors Ltd. (September 21, 2011)Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
BOREHOLE, MONITORING WELL LOCATIONS
FIGURE: 5PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
PRM 14 Nov. 2008
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 16 Apr. 2014LB SD
16 Apr. 201416 Apr. 2014
REFERENCE
@A Borehole !A Borehole / Monitoring Well
Road
J
J Cross Section Building FootprintBayside Development LandsParcel 1 Site Boundary
SCALE 1:1,500
25 0 25 50 7512.5METRES
!!
!
!
TorontoHigh ParkThe Beaches
Toronto Islands
INDEX MAP
Study Area
Lake Ontario
NOTEMW11-10A and BH11-14 locations are approximate because they could not be surveryed.
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m
MW11-03O/S 3.4 m
B A
MW11-12O/S -2.1 m
B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
EXISTINGGROUND SURFACE EXISTING
CONCRETE FLOOR SLAB
FORMER MT-29 BUILDING
NATIVE SOIL
SHALE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 m
MW14-14O/S -14.7 m
MW14-15O/S -11.5 m
FILL
Jul-2013
Sep-2012
Aug-2011
Sep-2012Aug-2011
Sep-2012
Aug-2011
Aug-11
Aug-11
Aug-11 Aug-11Sep-12
Jul-13Aug-11Sep-12
Jul-13 Aug-11
Sep-12
Sep-12
Jul-13
Aug-11
Jul-13
Aug-11
May 6,2014
Aug-11
Aug-11
May 6,2014
Aug-11/Sep-12
May 6,2014
May 6,2014
Jul-13Aug-11Sep-12
Jul-13
Aug-11Sep-12
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
STRATIGRAPHIC CROSS SECTION A - A'
6Mississauga, Ontario, Canada
1111520010AEE006.dwg11-1152-0010
AS SHOWN E
DD July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
WATER LEVEL
0
SCALE
3 3 6
VERTICAL 1:150 METRES
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
NATIVE SOIL
SHALE
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW11-22O/S -6.0 m
MW14-08O/S 10.9 m
MW14-10O/S -6.4 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
FILL
Jul-13
Aug-11
Sep-12 Aug-11
Aug-11Sep-12
Jul-13
Aug-11
Aug-11Sep-12 Jul-13 Aug-11
Sep-12
Jul-13Aug-11Sep-12
Aug-11Sep-12
Jul-13
Aug-11
Sep-12May 6, 2014May 6,2014
May 6,2014
May 6,2014
Aug-11Aug-11/Sep-12
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
STRATIGRAPHIC CROSS SECTION B - B'
7Mississauga, Ontario, Canada
1111520010AEE007.dwg11-1152-0010
AS SHOWN E
DD July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKENFROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
WATER LEVEL
!A
!A
!A
!A
!A
!A
BONN
YCASTLE ST
LK SHORE BLVD E
QUEENS QUAY E
LK SHORE BLVD E
LOW
ER
SHER
BOU
RNE ST
SMALL ST
F G GARDINER EXPY W
F G GARDINER EXPY E LK SHORE BLVD E
76.0
76.5
75.5
MW11-01B76.229
MW11-17B75.797
MW11-24B75.887
MW11-03B-
MW11-12B-
MW11-10B76.363
631900
631900
632000
632000
632100
632100
632200
632200
4833
600
4833
600
4833
700
4833
700
4833
800
4833
800
4833
900
4833
900
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\Pa
rcel
Upd
ates
_201
4\P
hase
II\Pa
rcel
_I\S
hallo
w_G
W_E
leva
tion_
July
2013
.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Well Locations - KRCMAR Surveyors Ltd. (September 21, 2011)Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
SHALLOW GROUNDWATER ELEVATION AND INFERRED FLOW DIRECTION (JULY 2013)
FIGURE: 8PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
ME 28 May. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
ME 28 May. 2014LB SD
28 May. 201428 May. 2014
REFERENCE
!A Borehole / Monitoring Well
RoadInferred Groundwater Flow DirectionShallow Groundwater ElevationBuilding FootprintBayside Development LandsParcel 1 Site Boundary
SCALE 1:1,500
25 0 25 50 7512.5
METRES
!!
!
!
TorontoHigh Park
The Beaches
Toronto Islands
INDEX MAP
Study Area
Lake Ontario
• Groundwater level monitoring completed on July 23, 2013.• Groundwater elevations from wells screened in shallow overburden material.
NOTES:
!A
!A
!A
!A!A
!A
!A
!A
SMALL
ST
F G GARDINER EXPY W
QUEENS QUAY E
BONNYC
ASTLEST
F G GARDINER EXPY E LK SHORE BLVD E
74.5
75
MW11-5874.954
MW11-27A74.862
MW11-5174.954
MW11-2574.949MW11-04
74.452
MW11-5774.922
MW11-5674.925
MW11-2274.989
631900
631900
632000
632000
632100
632100
632200
632200
4833
600
4833
600
4833
700
4833
700
4833
800
4833
800
4833
900
4833
900
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\Pa
rcel
Upd
ates
_201
4\P
hase
II\Pa
rcel
_I\N
ativ
e_G
W_E
leva
tion_
July
2013
.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Well Locations - KRCMAR Surveyors Ltd. (September 21, 2011)Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
GROUNDWATER ELEVATIONS DEEP FILL AND NATIVE SOIL (JULY 2013)
FIGURE: 9PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
ME 28 May. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
ME 28 May. 2014LBSD
28 May. 201428 May. 2014
REFERENCE
!A Borehole / Monitoring Well
RoadGroundwater Flow DirectionGroundwater Elevation - Native SoilBuilding FootprintBayside Development LandsParcel 1 Site Boundary
SCALE 1:1,500
25 0 25 50 7512.5
METRES
!!
!
!
TorontoHigh Park
The Beaches
Toronto Islands
INDEX MAP
Study Area
Lake Ontario
NOTE• MW11-10A and BH11-14 locations are approximate because they could not be surveryed.• Groundwater level monitoring completed on July 23, 2013.
!A
!A
!A
!A
!A!A
BONN
YCASTLE ST
LK SHORE BLVD E
QUEENS QUAY E
LK SHORE BLVD E
LOW
ER
SHER
BOU
RNE ST
SMALL ST
F G GARDINER EXPY W
F G GARDINER EXPY E LK SHORE BLVD E
74.0
74.5
MW11-1374.63
MW11-3174.604
MW11-1673.34
MW11-27B74.691
MW11-2374.325MW11-02
74.442
631900
631900
632000
632000
632100
632100
632200
632200
4833
600
4833
600
4833
700
4833
700
4833
800
4833
800
4833
900
4833
900
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\Pa
rcel
Upd
ates
_201
4\P
hase
II\Pa
rcel
_I\B
edro
ck_G
W_E
leva
tion_
July
2013
.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Well Locations - KRCMAR Surveyors Ltd. (September 21, 2011)Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
BEDROCK GROUNDWATER ELEVATION AND INFERRED FLOW DIRECTION (JULY 2013)
FIGURE: 10PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
ME 28 May. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
ME 28 May. 2014LBSD
28 May. 201428 May. 2014
REFERENCE
!A Borehole / Monitoring Well
RoadInferred Groundwater Flow DirectionBedrock Groundwater ElevationBuilding FootprintBayside Development LandsParcel 1 Site Boundary
SCALE 1:1,500
25 0 25 50 7512.5
METRES
!!
!
!
TorontoHigh Park
The Beaches
Toronto Islands
INDEX MAP
Study Area
Lake Ontario
• Groundwater level monitoring completed on July 23, 2013.• Groundwater elevations from wells screened in shallow shale bedrock.• Contour positions inferred from Aug. 2011 and Sept. 2012 groundwater elevations where data were unavailable in July 2013.
NOTES:
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
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MW 11-58
MW 11-09B
MW 11-24A
MW 11-27A
MW 11-03A
MW 11-12A
MW 11-55
MW 11-51
MW 11-25
MW 11-11A
MW 11-01B
MW 11-15B
MW 11-31
MW 11-16
MW 11-04
MW 11-18
MW 11-17B
MW 11-11B
MW 11-59
MW 11-24B
MW 11-27B
MW 11-03B
MW 11-12B
MW 11-23
MW 11-10BMW 11-01A
MW 11-21
MW 11-07 MW 11-57
MW 11-09A
MW 11-02
MW 11-17A
MW 11-15A
MW 11-05 MW 11-56MW 11-22
MW 11-10A
BH11-14
MW -14-8
MW -14-9
MW -14-10MW -14-11
MW -14-12
MW -14-13
MW -14-14
MW -14-15
BH14-22BH14-21
BH14-20G:
\Proje
cts\20
11\11
-1152
-0010
_Wate
rfront_
Bayfr
ont\G
IS\MX
Ds\R
eport
ing\Pa
rcelUp
dates
_201
4\Pha
seII\P
arcel_
I\Soil
_PHC
_Exc
eeda
nces
_w_tb
les.m
xd
³LEGEND
Ba se Da ta - MN R N RV IS, ob ta in ed 2004, CAN MAP v2006.4Im a gery: ESRI W orld Im a gery W MS, 2014Produced b y Golder Associa tes Ltd un der licen ce from On ta rio Min istry of N a tura l Resources, © Q ueen s Prin ter 2008Projection : Tra n sverse Merca tor Da tum : N AD 83 Coordin a te System : UTM Zon e 17N
REV. 0.0
Mississa uga , On ta rio
DESIGN
SOIL PHC EXCEEDANCES
FIGURE: 11PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
KD 17 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 17 Apr. 2014LB SD
17 Apr. 201417 Apr. 2014
REFERENCE
!( Below MOE Ta b le 3 (2011)!( Exceeds MOE Ta b le 3 (2011)
Buildin g Footprin tBa yside Developm en t La n dsPa rcel 1 Site Boun da ryArea of Soil PHC Im pa ct
SCALE 1:1,25025 0 25 50 7512.5
METRES
•Ta b les should b e rea d in con jun ction with the a ccom pa n yin g docum en t.• MOE Soil, Groun dwa ter a n d Sedim en t Sta n da rds for use un der pa rt XV .1 of the En viron m en ta l Protection Act, April 15, 2011.• For exceeda n ce deta ils refer to ta b les in a ccom pa n yin g docum en t.• Min istry of the En viron m en t Soil, Groun d W a ter a n d Sedim en t Sta n da rds for Use Un der Pa rt XV .1 of the En viron m en ta l Protection Act, Ta b le 3: Full Depth Gen eric Site Con dition Sta n da rds in a N on -Pota b le Groun d W a ter Con dition for All Types of Property Use a n d for coa rse Textured Soil (April 15, 2011).
Benz
ene
Tolue
ne
Ethy
lbenz
ene
Xylen
es, T
otal
Petro
leum
Hydr
ocarb
ons -
F1 (C
6-C1
0)Pe
troleu
m Hy
droc
arbon
s - F2
(C10
-C1
6)Pe
troleu
m Hy
droc
arbon
s - F3
(C16
-C3
4)Pe
troleu
m Hy
droc
arbon
s - F4
(C34
-C5
0)Pe
troleu
m Hy
droc
arbon
s - F4
G Gr
avim
etric
Heav
y Hy
droc
arbon
s
ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g0.21 2.3 2 3.1 55 98 300 2800 2800
ParameterUnit
( 1) Table 3 (2011) - Soil
NOTES
MOE Table 3 Standard (2011)
-- n ot a n a lyzed< con cen tra tion n ot detected a b ove the la b ora tory estim a ted qua n tita tion lim it
µg/g m icrogra m s per gra m
MOE Ta b le 3 Sta n da rd (2011)
Min istry of the En viron m en t Soil, Groun d W a ter a n d Sedim en t Sta n da rds for Use Un der Pa rt XV .1 of the En viron m en ta l Protection Act, Ta b le 3: Full Depth Gen eric Site Con dition Sta n da rds in a N on -Pota b le Groun d W a ter Con dition for All Types of Property Use a n d for Coa rse Textured Soil (April 15, 2011).
550 Exceeda n ce of MOE Ta b le 3 Sta n da rd (April 15, 2011)
B Ben zen eT Toluen eE Ethylb en zen eX Xylen es, Tota l
F1 Petroleum Hydroca rb on s - F1 (C6-C10)F2 Petroleum Hydroca rb on s - F2 (C10-C16)F3 Petroleum Hydroca rb on s - F3 (C16-C34)F4 Petroleum Hydroca rb on s - F4 (C34-C50)
F4G Petroleum Hydroca rb on s - F4G Gra vim etric Hea vy Hydroca rb on s
IN DEX MAP
BH11-01ID Depth (mbgs) B T E X F1 F2 F3 F4 F4G
BH11-01/8 5.33 - 5.33 <0.02 0.07 0.03 <0.04 <10 550 1700 400 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-02/4 2.29 - 2.90 <0.02 0.04 <0.02 <0.04 <10 <10 <10 <10 --BH11-02/7 4.57 - 5.18 <0.1 0.2 <0.1 <0.1 39 520 1800 350 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-3/9 6.1 - 6.71 <0.02 <0.02 <0.02 <0.04 <10 53 160 52 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-04/8 5.33 - 5.9 <0.06 0.31 <0.06 <0.1 140 490 1500 150 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-05/14 9.91 - 10.5 <0.02 0.25 0.08 0.15 <100 1000 5000 830 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-07/11 7.62 - 8.23 <0.02 0.42 0.04 0.08 <100 880 1900 380 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-09/7 4.57 - 5.18 <0.04 0.13 <0.04 <0.08 33 480 1700 380 --
BH11-09/14 9.91 - 10.52 <0.02 0.15 1.1 1.6 33 1100 5000 830 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-10/8 5.33 - 5.9 <0.02 0.32 0.03 0.14 45 1000 4600 1200 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-11/9 6.1 - 6.71 0.03 0.19 0.06 0.16 71 750 4700 1300 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-12/10 6.86 - 7.47 <0.04 0.07 <0.04 <0.08 <20 100 340 90 610
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-14/15 10.67 - 11.28 <0.06 0.43 <0.06 <0.1 55 930 4200 660 --BH11-14/9 6.1 - 6.71 <0.04 0.23 <0.04 <0.08 83 710 2300 370 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-15/11 7.62 - 8.23 <0.02 0.33 0.03 0.12 23 300 860 210 --BH11-15/12 8.38 - 8.99 0.04 0.2 0.05 0.24 69 830 2900 710 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-16/9 6.1 - 6.71 0.05 0.48 0.25 0.43 -- -- -- -- --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-17/7 4.57 - 5.18 0.03 0.42 0.08 0.25 350 1800 5400 840 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-18/13 9.14 - 9.75 <0.02 <0.02 <0.02 <0.04 <10 100 220 <10 --BH11-18/5 3.05 - 3.66 <0.04 <0.04 0.05 <0.08 <20 65 120 <10 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH 11-21/13A 9.14 - 9.45 <0.02 <0.02 1.8 0.83 18 1500 2000 280 --
BH 11-21/8 5.33 - 5.9 <0.02 0.13 0.44 0.42 28 2200 6600 1100 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-22/12 8.38 - 8.99 0.08 0.3 0.05 0.28 63 820 2900 610 --BH11-22/15 10.20 - 10.70 <0.02 0.36 0.32 0.66 43 1300 5300 810 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-23/11 7.62 - 8.23 0.08 0.37 1.9 2.1 140 3000 7000 1000 --BH11-23/7 4.57 - 5.18 <0.04 0.33 <0.04 0.11 140 780 4700 590 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-25/11 7.62 - 8.23 <0.02 0.14 0.03 0.09 -- -- -- -- --BH11-25/4 1.52 - 2.13 <0.02 <0.02 <0.02 <0.02 -- -- -- -- --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-24/8 5.33 - 5.90 0.04 0.61 0.08 0.37 79 2300 5300 840 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH 11-27/12A 8.38 - 8.86 0.07 0.08 0.94 0.7 210 3800 8700 1700 --
BH 11-27/7 4.57 - 5.18 0.03 0.28 0.52 0.57 77 1100 4500 1100 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-31/11 7.62 - 8.23 0.07 0.46 1.6 3.7 66 3500 7600 1500 --BH11-31/8 5.33 - 5.90 <0.08 0.08 0.1 0.24 100 140 550 190 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-51/5 3.05 - 3.66 <0.02 0.03 <0.02 0.04 <10 440 550 140 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-55/6 3.81 - 4.42 0.03 0.34 0.03 0.2 44 700 2600 500 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-56/14 9.91 - 10.52 <0.02 0.09 2.5 3.9 74 880 1900 290 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-57/10 7.01 - 7.62 <0.02 0.2 0.05 0.17 37 1300 3300 550 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-58/10 6.87 - 7.47 <0.02 0.36 0.03 0.12 89 1700 4500 720 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH11-59/9 6.10 - 6.71 <0.02 0.25 0.06 0.28 280 900 2000 360 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-8/11 7.62 - 8.23 0.057 0.82 0.034 0.32 76 1100 3900 980 --BH14-8/15 10.67 - 11.28 <0.02 <0.02 <0.02 0.065 <10 <10 53 <50 --
12/08/2011
11/07/2011
BH11-55
BH11-56
BH11-59
BH11-58 10/08/2011
09/08/2011
08/08/2011
04/08/2011
02/08/2011
BH11-07
BH11-09
BH11-10
BH11-11
BH11-12
BH11-14
BH11-15
BH11-16
BH11-17
Date Sampled:
BH11-18
BH11-21
BH11-22
BH11-23
BH11-24
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
BH11-57
BH11-25 Date Sampled:
BH11-27
BH11-31
23/06/2011 (2)
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
22/06/2011
14/07/2011
27/06/2011
24/06/2011
07/07/2011
28/06/2011
06/07/2011
07/07/2011
23/06/2011 (2)
BH11-05
Date Sampled: 06/07/2011
Date Sampled: 29/06/2011
27/06/2011Date Sampled:
BH11-02
BH11-03
BH11-04
28/06/2011
Date Sampled:
Date Sampled:
24/06/2011
12/07/2011
13/07/2011
11/08/2011
29/06/2011
08/07/2011
BH14-8 Date Sampled: 24/04/2014
08/08/2011
BH11-51
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-9/8 5.33 - 5.94 <0.0200.44 <0.020 0.18 70 660 2500 830 --BH14-9/17 12.19 - 12.8 <0.020<0.02<0.020<0.04 <10 <10 <50 <50 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-10/14 9.91 - 10.52 <0.0200.35 0.084 0.14 22 720 3300 620 --BH14-10/15 10.67 - 11.28<0.0200.35 0.26 0.46 32 390 1400 270 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-11/10 6.86 - 7.47 <0.0200.58 0.041 0.22 110 1500 5000 960 --BH14-11/17 12.19 - 12.47<0.0200.047<0.020<0.040 <10 39 120 <50 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-12/12 8.38 - 8.99 <0.0200.51 <0.020 0.11 55 560 2000 460 --BH14-12/16 11.43 - 12.04<0.0200.084 0.032 0.083 19 190 770 130 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-13/7 4.57 - 5.18 <0.0200.45 <0.020 0.11 39 990 3700 590 --BH14-13/14 9.91 - 10.52 <0.10<0.10 1.5 2 <50 1200 3300 490 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-14/10 6.86 - 7.47 <0.10 0.71 0.18 0.63 150 1400 4000 730 --
DUP#7 6.86 - 7.47 <0.10 0.39 0.1 0.42 90 1100 3300 660 --BH14-14/17 12.19 - 12.8 -- -- -- -- <10 <10 <50 <50 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-15/9 6.1 - 6.71 0.044 0.54 0.59 0.69 110 1700 4300 890 --BH14-15/17 12.19 - 12.8 -- -- -- -- <10 <10 <50 <50 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-20/2 0.76 - 1.37 <0.02<0.02<0.02 <0.04 <10 <10 72 58 --BH14-20/4 2.29 - 2.9 <0.02<0.02<0.02 <0.04 <10 <10 <50 <50 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-21/2 0.76 - 1.37 <0.02<0.02<0.02 <0.04 <10 40 110 <50 --
DUP#9 0.76 - 1.37 <0.02<0.02<0.02 <0.04 <10 <10 <50 <50 --BH14-21/4 2.29 - 2.9 <0.02<0.02<0.02 <0.04 <10 <10 <50 <50 --
ID Depth (mbgs) B T E X F1 F2 F3 F4 F4GBH14-22/3 1.52 - 2.13 <0.02<0.02<0.02 <0.04 <10 <10 <50 <50 --BH14-22/4 2.29 - 2.9 <0.02<0.02<0.02 <0.04 <10 <10 <50 <50 --
BH14-12 Date Sampled: 25/04/2014
BH14-10 Date Sampled: 28/04/2014
BH14-11 Date Sampled: 24/04/2014
BH14-13 Date Sampled: 05/01/2014
BH14-14 Date Sampled: 30/04/2014
BH14-20 Date Sampled: 05/01/2014
BH14-21 Date Sampled: 05/02/2014
BH14-22 Date Sampled: 05/02/2014
BH14-15 Date Sampled: 29/04/2014
BH14-9 Date Sampled: 28/04/2014
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
MW 11-27A
MW 11-03A
MW 11-55
MW 11-25
MW 11-01B
MW 11-31
MW 11-16MW 11-17B
MW 11-27B
MW 11-03B
MW 11-10BMW 11-01A
MW 11-07
MW 11-02
MW 11-17A
MW 11-05
MW 11-10A
MW -14-14
MW -14-15
G:\Pr
ojects
\2011
\11-11
52-00
10_W
aterfro
nt_Ba
yfron
t\GIS\
MXDs
\Rep
orting
\Parce
lUpda
tes_2
014\P
hase
II\Parc
el_I\S
oil_V
OC_E
xcee
danc
es_w
_tbles
.mxd
³LEGEND
Ba se Da ta - MN R N RV IS, ob ta in ed 2004, CAN MAP v2006.4Im a gery: ESRI W orld Im a gery W MS, 2014Produced b y Golder Associa tes Ltd un der licen ce from On ta rio Min istry of N a tura l Resources, © Queen s Prin ter 2008Projection : Tra n sverse Merca tor Da tum : N AD 83 Coordin a te System : UTM Zon e 17N
REV. 0.0
Mississa uga , On ta rio
DESIGN
SOIL VOC EXCEEDANCES
FIGURE: 12PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
KD 16 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 16 Apr. 2014LB SD
16 Apr. 201416 Apr. 2014
REFERENCE
!( Below MOE Ta b le 3 (2011)!( Exceeds MOE Ta b le 3 (2011)
Buildin g Footprin tBa yside Developm en t La n dsPa rcel 1 Site Boun da ryArea of Soil V OC Im pa ct
SCALE 1:1,250
25 0 25 50 7512.5METRES
•Ta b les should b e rea d in con jun ction with the a ccom pa n yin g docum en t.• MOE Soil, Groun dwa ter a n d Sedim en t Sta n da rds for use un der pa rt XV .1 of the En viron m en ta l Protection Act, April 15, 2011.• For exceeda n ce deta ils refer to ta b les in a ccom pa n yin g docum en t.• Min istry of the En viron m en t Soil, Groun d W a ter a n d Sedim en t Sta n da rds for Use Un der Pa rt XV .1 of the En viron m en ta l Protection Act, Ta b le 3: Full Depth Gen eric Site Con dition Sta n da rds in a N on -Pota b le Groun d W a ter Con dition for All Types of Property Use a n d for coa rse Textured Soil (April 15, 2011).
NOTES
-- n ot a n a lyzed< con cen tra tion n ot detected a b ove the la b ora tory estim a ted qua n tita tion lim it
µg/g m icrogra m s per gra m
MOE Ta b le 3 Sta n da rd (2011)
Min istry of the En viron m en t Soil, Groun d W a ter a n d Sedim en t Sta n da rds for Use Un der Pa rt XV .1 of the En viron m en ta l Protection Act, Ta b le 3: Full Depth Gen eric Site Con dition Sta n da rds in a N on -Pota b le Groun d W a ter Con dition for All Types of Property Use a n d for Coa rse Textured Soil (April 15, 2011).
550 Exceeda n ce of MOE Ta b le 3 Sta n da rd (April 15, 2011)
1,1,1,
2-Te
trach
loroe
thane
1,1,1-
Trich
loroe
thane
1,1,2,
2-Te
trach
loroe
thane
1,1,2-
Trich
loroe
thane
1,1-D
ichlor
oetha
ne
1,1-D
ichlor
oethe
ne
Ethy
lene D
ibrom
ide
1,2-D
ichlor
oben
zene
1,2-D
ichlor
oetha
ne
1,2-D
ichlor
opro
pane
1,3-D
ichlor
oben
zene
1,4-D
ichlor
oben
zene
Methy
l Ethy
l Keto
ne (2
-Bu
tanon
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Methy
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utyl K
etone
Aceto
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Benz
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Brom
odich
lorom
ethan
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Brom
oform
Brom
ometh
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Carb
on Te
trach
loride
Chlor
oben
zene
Chlor
oform
cis-1,
2-Dich
loroe
thene
cis-1,
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lorop
rope
ne
Dibr
omoc
hloro
metha
neDi
chlor
odiflu
orom
ethan
e
Ethy
lbenz
ene
m,p-X
ylene
s
Methy
l t-Bu
tyl E
ther
Methy
lene C
hlorid
e
Hexa
ne
o-Xyle
ne
Styre
ne
Tetra
chlor
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ne
Tolue
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trans
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Dich
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thene
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Dich
lorop
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Trich
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thene
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lorofl
uoro
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ne
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ride
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es, T
otal
ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g0.058 0.38 0.05 0.05 0.05 0.05 0.05 3.4 0.05 0.05 4.8 0.083 16 0.5 16 0.21 13 0.27 0.05 0.05 2.4 0.05 3.4 0.05 9.4 16 2 -- 0.75 0.1 2.8 -- 0.7 0.28 2.3 0.084 0.05 0.061 4 0.02 3.1( 1) Table 3 (2011) - Soil
Unit
Parameter
1,1,1,2-PCE 1,1,1,2-Tetra chloroetha n e1,1,1-TCA 1,1,1-Trichloroetha n e1,1,2,2-PCE 1,1,2,2-Tetra chloroetha n e1,1,2-TCE 1,1,2-Trichloroetha n e1,1-DCA 1,1-Dichloroetha n e1,1-DCE 1,1-Dichloroethen eEDB Ethylen e Dib rom ide1,2-DCB 1,2-Dichlorob en zen e1,2-DCE 1,2-Dichloroetha n e1,2-DCP 1,2-Dichloropropa n e1,3-DCB 1,3-Dichlorob en zen e1,4-DCB 1,4-Dichlorob en zen eMEK Methyl Ethyl Keton e (2-Buta n on e)MIK Methyl Isob utyl Keton eAce Aceton eB Ben zen eBrDM Brom odichlorom etha n eBrf Brom oformBrm Brom om etha n eCT Ca rb on Tetra chlorideCB Chlorob en zen eCf Chloroformcis 1,2-DCE cis-1,2-Dichloroethen ecis-1,3-DCP cis-1,3-Dichloropropen eDBrCm Dib rom ochlorom etha n eDCDFM Dichlorodifluorom etha n eE Ethylb en zen em ,p-X m ,p-Xylen esMTBE Methyl t-Butyl EtherMC Methylen e ChlorideHex Hexa n eo-X o-Xylen eSty Styren ePCE Tetra chloroethen eT Toluen etra n s-1,2-DCE tra n s-1,2-Dichloroethen etra n s-1,3-DCP tra n s-1,3-Dichloropropen eTCE Trichloroethen eTCFM Trichlorofluorom etha n eV C V in yl ChlorideX Xylen es, Tota l
IN DEX MAP
ID Depth (mbgs)
1,1,1,
2-PC
E
1,1,1-
TCA
1,1,2,
2-PC
E
1,1,2-
TCE
1,1-D
CA
1,1-D
CE
EDB
1,2-D
CB
1,2-D
CE
1,2-D
CP
1,3-D
CB
1,4-D
CB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2-
DCE
trans
-1,3-
DCP
TCE
TCFM VC X
BH11-01/8 5.33 - 5.33 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.03 <0.04 <0.05 <0.05 <0.05 <0.02 <0.05 <0.05 0.07 <0.05 <0.05 <0.05 <0.05 <0.02 <0.04
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-02/7 4.57 - 5.18 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <1 <1 <5 <0.1 <0.1 <0.1 <0.2 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.2 <0.3 <0.1 <0.1 <0.1 0.2 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-3/9 6.1 - 6.71 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.02 <0.04 <0.05 <0.05 <0.05 <0.02 <0.05 <0.05 <0.02 <0.05 <0.05 <0.05 <0.05 <0.02 <0.02
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-05/14 9.91 - 10.5 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.08 0.09 <0.05 <0.05 <0.05 0.06 <0.05 <0.05 0.25 <0.05 <0.05 <0.05 <0.05 <0.02 0.15
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-07/11 7.62 - 8.23 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.04 0.04 <0.05 <0.05 0.06 0.04 <0.05 <0.05 0.42 <0.05 <0.05 <0.05 <0.05 <0.02 0.08
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-10/8 5.33 - 5.9 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <5 <5 <5 <0.02 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.03 0.1 <0.5 <0.5 <0.5 0.04 <0.5 <0.5 0.32 <0.5 <0.5 <0.5 <0.5 <0.2 0.14
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-16/9 6.1 - 6.71 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05 <0.05 0.25 0.24 <0.05 <0.05 0.11 -- <0.05 <0.05 0.48 <0.05 <0.04 <0.05 <0.05 <0.02 0.43
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-17/7 4.57 - 5.18 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 0.03 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.08 0.17 <0.05 <0.05 0.07 0.08 <0.05 <0.05 0.42 <0.05 <0.05 <0.05 <0.05 <0.02 0.25
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-25/11 7.62 - 8.23 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05 <0.05 0.03 0.05 <0.05 <0.05 <0.05 0.04 <0.05 <0.05 0.14 <0.05 <0.04 <0.05 <0.05 <0.02 0.09BH11-25/4 1.52 - 2.13 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.13 <0.03 <0.05 <0.05 <0.02 <0.02 <0.05 <0.05 <0.05 <0.02 <0.05 <0.05 <0.02 <0.05 <0.04 <0.05 <0.05 <0.02 <0.02
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH 11-27/12A 8.38 - 8.86 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 0.07 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.94 0.33 <0.05 <0.05 0.18 0.37 <0.05 <0.05 0.08 <0.05 <0.05 <0.05 <0.05 <0.02 0.7BH 11-27/7 4.57 - 5.18 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 0.03 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.52 0.34 <0.05 <0.05 <0.05 0.23 <0.05 <0.05 0.28 <0.05 <0.05 <0.05 <0.05 <0.02 0.57
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-31/11 7.62 - 8.23 <0.1 <0.1 <0.5 (4) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <1 <1 <1 0.07 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.06 <0.1 <0.1 1.6 2.2 <0.1 <0.1 <0.1 1.5 <0.1 <0.1 0.46 <0.1 <0.08 <0.1 <0.1 <0.04 3.7BH11-31/8 5.33 - 5.90 <0.2 <0.2 <0.7 (4) <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <2 <2 <2 <0.08 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.1 <0.2 <0.2 0.1 0.24 <0.2 <0.2 <0.2 <0.08 <0.2 <0.2 0.08 <0.2 <0.2 <0.2 <0.2 <0.08 0.24
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH11-55/6 3.81 - 4.42 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 0.03 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05 <0.05 0.03 0.15 <0.05 <0.05 <0.05 0.05 <0.05 <0.05 0.34 <0.05 <0.04 <0.05 <0.05 <0.02 0.20
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH14-14/17 12.19 - 12.8 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05 <0.05 <0.02 <0.02 <0.05 <0.05 <0.05 <0.02 <0.05 <0.05 <0.02 <0.05 <0.04 <0.05 <0.05 <0.02 <0.02
ID Depth (mbgs)
1,1,1,
2-PC
E1,1
,1-TC
A1,1
,2,2-
PCE
1,1,2-
TCE
1,1-
DCA
1,1-
DCE
EDB
1,2-
DCB
1,2-
DCE
1,2-
DCP
1,3-
DCB
1,4-
DCB
MEK
MIK
Ace B
BrDM Br
f
Brm CT CB Cf
cis 1,
2-DC
Ecis
-1,3-
DCP
DBrC
m
DCDF
M
E
m,p-X
MTBE MC Hex
o-X Sty
PCE T
trans
-1,2
-DC
Etra
ns-
1,3-
DCP
TCE
TCFM VC X
BH14-15/17 12.19 - 12.8 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.5 <0.5 <0.02 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05 <0.05 <0.02 <0.02 <0.05 <0.05 <0.05 <0.02 <0.05 <0.05 <0.02 <0.05 <0.04 <0.05 <0.05 <0.02 <0.02
BH11-55
BH11-25 Date Sampled: 11/07/2011
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
BH11-17
BH11-27
BH11-31
BH11-02
BH11-03
BH11-05
BH11-07
BH11-16
BH11-10
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
23/06/2011 (2)
23/06/2011 (2)
27/06/2011
29/06/2011
Date Sampled:
04/08/2011
12/08/2011
11/07/2011
22/06/2011
14/07/2011
06/07/2011Date Sampled:
BH11-01 06/07/2011Date Sampled:
BH14-14 Date Sampled: 30/04/2014
BH14-15 Date Sampled: 29/04/2014
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MW11-58
MW11-09B
MW11-24A
MW11-27A
MW11-03A
MW11-12A
MW11-55
MW11-51
MW11-25
MW11-11A
MW11-01B
MW11-15B
MW11-13
MW11-31
MW11-16
MW11-04
MW11-18
MW11-17B
MW11-11B
MW11-59
MW11-24B
MW11-27B
MW11-03B
MW11-12B
MW11-23
MW11-10B
MW11-01AMW11-21
MW11-07 MW11-57
MW11-09A
MW11-02
MW11-17A
MW11-15AMW11-05 MW11-56MW11-22
MW11-10A
BH11-14
MW-14-8
MW-14-9
MW-14-10MW-14-11
MW-14-12
MW-14-13
MW-14-14
MW-14-15
BH14-22
BH14-21
BH14-20
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\Pa
rcel
Upd
ates
_201
4\P
hase
II\Pa
rcel
_I\S
oil_
PAH
_Exc
eeda
nces
_w_t
bles
.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Imagery: ESRI World Imagery WMS, 2014Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
SOIL PAH EXCEEDANCES
FIGURE: 13PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
KD 16 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 16 Apr. 2014LB SD
16 Apr. 201416 Apr. 2014
REFERENCE
!( Below MOE Table 3 (2011)!( Exceeds MOE Table 3 (2011)
Building FootprintBayside Development LandsParcel 1 Site BoundaryArea of Soil Metals and Inorganics Impact
SCALE 1:1,250
25 0 25 50 7512.5
METRES
•Tables should be read in conjunction with the accompanying document.• MOE Soil, Groundwater and Sediment Standards for use under part XV.1 of the Environmental Protection Act, April 15, 2011.• For exceedance details refer to tables in accompanying document.• 2011 MOE Table 3 Standards for properties in a non-potable groundwater condition, residential, parkland or institutional land use and fine to medium textured soil.
NOTES
-- not analyzed
< concentration not detected above the laboratory estimated quantitation limit
µg/g micrograms per gram
MOE Table 3 Standard (2011)
Ministry of the Environment Soil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for Coarse Textured Soil (April 15, 2011).
550 Exceedance of MOE Table 3 Standard (April 15, 2011)
1-M
ethy
lnap
htha
lene
2-M
ethy
lnap
htha
lene
Ace
naph
then
e
Ace
naph
thyl
ene
Ant
hrac
ene
Benz
o [b
,j]
fluor
anth
ene
Ben
zo[a
]ant
hrac
ene
Benz
o[a]
pyre
ne
Benz
o[g,
h,i]p
eryl
ene
Benz
o[k]
fluor
anth
ene
Chr
ysen
e
Dibe
nzo[
a,h]
anth
race
ne
Fluo
rant
hene
Fluo
rene
Inde
no[1
,2,3
-cd]
pyre
ne
Nap
htha
lene
Phe
nant
hren
e
Pyr
ene
ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g0.99 0.99 7.9 0.15 0.67 0.78 0.5 0.3 6.6 0.78 7 0.1 0.69 62 0.38 0.6 6.2 78
ParameterUnit
( 1) Table 3 (2011) - Soil
INDEX MAP
1-MN 1-Methylnaphthalene2-MN 2-MethylnaphthaleneAthe AcenaphtheneAtha Acenaphthylene
A AnthraceneB(b,j)F Benzo [b,j] fluorantheneB(a)A Benzo[a]anthraceneB(a)P Benzo[a]pyrene
B(g,h,i)P Benzo[g,h,i]peryleneB9k)F Benzo[k]fluorantheneCHRY Chrysene
DB(a,h)A Dibenzo[a,h]anthraceneFla FluorantheneFle Fluorene
I(1,2,3-cd)P Indeno[1,2,3-cd]pyreneN NaphthalenePh Phenanthrene
Pyrene Pyrene
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-01/8 5.33 - 5.33 2.1 0.22 2.8 0.92 3.1 2.5 3.3 2.6 1.4 0.73 4.5 0.44 4.8 1.9 1.3 0.75 12 8.5
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-02/7 4.57 - 5.18 1.8 0.25 2.5 0.99 5.8 3.1 5.1 3.5 1.6 0.99 6 0.48 8.4 2.5 1.5 0.29 20 14BH11-02/12 8.38 - 8.99 0.044 0.023 0.08 0.029 0.11 0.14 0.14 0.13 0.08 0.05 0.12 <0.02 0.28 0.055 0.08 0.038 0.31 0.36
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-3/9 6.1 - 6.71 0.023 0.024 0.65 0.079 0.34 0.36 0.38 0.32 0.16 0.13 0.38 0.05 0.66 0.32 0.16 0.058 1.2 0.87
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-04/8 5.33 - 5.9 3 0.36 2.5 0.31 1.7 1.3 1.7 1 0.62 0.42 1.6 0.19 2.8 1.6 0.53 0.37 6.6 3.8
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-05/7 4.57 - 5.18 1.1 0.1 1.7 0.32 2.4 1.4 2.1 1.3 0.56 0.39 1.8 0.18 2.6 1.3 0.56 0.14 7.5 3.9
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-07/11 7.62 - 8.23 0.87 0.3 0.71 0.26 2.3 2.4 3.2 1.7 0.76 0.58 4 0.32 4.5 1.3 0.77 0.17 18 6.4
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-09/7 4.57 - 5.18 5.2 3 5.4 1.5 9.4 5.4 8 5.6 2.4 1.6 9.7 0.9 13 5.2 2.2 0.88 51 20BH11-09/14 9.91 - 10.52 7.7 12 4.4 0.24 1.5 2.2 2.3 1.7 1 0.7 2.6 0.2 4.3 1.8 1 19 7 5
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-10/8 5.33 - 5.9 0.73 0.75 0.67 0.38 1.8 1.6 3.4 1.6 0.86 0.47 5.9 0.31 3.1 0.88 0.78 0.25 9.7 6.1
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-11/9 6.1 - 6.71 1.5 0.46 1.6 1.3 3.1 4.1 7.6 4.9 2.3 1.5 10 0.55 8.9 1.6 2.2 0.6 19 16BH11-11/13 9.14 - 9.75 11 16 31 2.3 18 8 16 12 4 3 14 <2 26 14 4 14 73 35
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-12/10 6.86 - 7.47 0.39 0.048 0.41 0.2 0.64 0.56 0.69 0.59 0.27 0.18 0.75 0.05 1.2 0.33 0.26 0.074 2.2 1.9
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-13/14 9.91 - 10.5 18 27 19 3.6 18 10 17 14 5 4 17 <2 24 11 4 46 69 39
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-14/13 9.14 - 9.75 1.1 1 1.2 0.97 2.9 4.8 6.4 4.5 2.1 1.6 5.9 0.6 9.5 1.2 2.1 0.8 8.8 16BH11-14/16 11.43 - 12.04 5.2 6.4 6.1 1.1 5.6 2.7 5.1 2.7 1.2 0.95 4.8 0.36 7.8 3.3 1.1 8.8 17 11
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-15/10 6.86 - 7.47 1.4 0.2 1.8 0.6 2.7 1.5 2.6 1.5 0.8 0.5 2.3 <0.4 4.5 1.6 0.8 1.1 11 6.2BH11-15/15 10.67 - 11.28 8.8 14 8.8 1.3 4.9 3 4.6 2.9 1.6 1 3.5 0.5 8.2 4.4 1.6 10 15 11
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-16/13 9.14 - 9.75 2.7 3.6 2.4 1.1 4.9 6.3 14 7 3.5 1.7 22 1.4 14 2.7 3.1 4.4 34 27
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-17/2 0.67 - 1.37 0.065 0.076 0.06 0.064 0.21 0.7 0.68 0.52 0.33 0.24 0.51 0.09 1.5 0.09 0.31 0.06 0.8 1.3
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-18/5 3.05 - 3.66 1.5 0.8 1.2 0.6 1.3 0.56 0.9 0.75 0.29 0.19 0.66 0.08 1.9 0.85 0.27 1.1 2.9 2.4BH11-18/13 9.14 - 9.75 0.38 0.059 0.39 0.052 0.3 0.18 0.25 0.19 0.11 0.06 0.24 0.03 0.56 0.21 0.09 0.12 1 0.77
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH 11-21/12 8.38 - 8.99 18 28 22 2.9 14 4 7 6.1 2 2 8 <2 13 11 2 42 47 21
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-22/10 6.86 - 7.47 1.2 0.54 1.6 0.6 3.2 2.1 3.7 2 1 0.6 3.7 0.3 5.4 1.7 1 0.32 17 7.7BH11-22/15 10.20 - 10.70 4.6 7.1 4.2 0.1 3.2 1.7 2.8 1.4 0.8 0.5 3 <0.4 3.9 3 0.8 4.3 16 5.4
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-23/11 7.62 - 8.23 9.1 21 5.7 0.16 7.7 5.9 9.4 4.6 2.6 1 18 1.5 12 11 1.9 53 130 24BH11-23/14 9.91 - 10.52 1.3 1.8 0.8 0.29 1.5 2.3 2.3 1.7 1.1 0.7 2.7 0.2 4.3 0.89 1 5.5 6.4 5.2
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-24/8 5.33 - 5.90 3.9 6 3.9 1 6.7 4.9 6.2 4 2 1.5 7.4 0.8 14 5.6 2 1.4 40 15
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-25/14B 10.67 - 10.87 0.008 0.01 0.01 <0.005 0.02 0.01 0.02 0.01 <0.02 <0.01 0.02 <0.02 0.044 0.014 <0.02 0.032 0.07 0.04BH11-25/4 1.52 - 2.13 0.87 0.72 3.5 0.11 10 3.4 8.8 4.2 1.5 1.1 7.8 0.5 17 3.7 1.6 0.13 26 20
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH 11-27/7 4.57 - 5.18 12 18 13 3.9 21 11 17 12 5 3.2 18 1 27 12 4.7 11 93 44BH 11-27/12A 8.38 - 8.86 9.8 15 13 4.1 19 15 19 15 7 5.1 23 1.4 28 9.7 7.1 11 75 48
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-31/11 7.62 - 8.23 83 150 93 12 75 25 39 31 <40 <20 34 <40 86 73 <40 390 250 130BH11-31/13 9.14 - 9.75 9.8 16 14 2.4 16 7.6 15 9.4 3.8 2.6 17 1.1 23 9.1 3.3 12 60 38
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-51/10 6.86 - 7.47 1.7 3.8 1 <0.3 3 2.9 5.3 2.3 1 0.6 9 <1 7.3 3.4 <1 0.5 58 15
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-55/14 9.91 - 10.52 10 17 8.6 0.4 7.2 2 3.8 2.2 0.9 0.5 4 <0.4 8.5 4.6 0.8 22 23 13
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-56/14 9.91 - 10.52 14 23 13 1 8.3 2.7 6.4 3.8 1.5 1 5.4 0.4 11 6.7 1.5 23 25 17
BH11-22
BH11-23
BH11-07
BH11-09
BH11-10
BH11-11
BH11-12
BH11-13
07/07/2011
28/06/2011
06/07/2011
07/07/2011
23/06/2011 (2)
27/06/2011 (7)
24/06/2011Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
BH11-55
BH11-56
BH11-24
BH11-27
BH11-31
BH11-51
BH11-14
BH11-15
BH11-16
BH11-17
BH11-18
BH11-21
BH11-25
04/08/2011 (10)
02/08/2011 (7)
12/08/2011
11/07/2011
29/06/2011
08/07/2011
28/06/2011 (7)
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled: 08/08/2011
12/07/2011
22/06/2011
23/06/2011
Date Sampled:
29/06/2011Date Sampled: BH11-02
Date Sampled:
Date Sampled:
Date Sampled:
BH11-03
24/06/2011
27/06/2011
BH11-04
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
05/07/2011 (8)
06/07/2011BH11-01 Date Sampled:
BH11-05
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
14/07/2011 (10)
13/07/2011 (8)
08/08/2011
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-57/11 7.77 - 8.38 0.62 0.97 0.5 0.26 0.97 0.8 1.3 0.77 0.4 0.2 1.6 <0.2 2.2 0.67 0.4 0.26 5.9 3.1
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-58/13 9.14 - 9.75 1 1.4 1.4 0.14 0.77 1 1.1 1.2 0.8 0.3 1.1 <0.2 2.6 0.59 0.7 5.6 2.8 3.4
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH11-59/10 6.87 - 7.47 1.2 2.1 0.6 0.37 1.4 2.4 3.4 2.2 1.3 0.8 5.7 0.4 4.3 1.1 1 0.97 17 8.2
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-8/11 7.62 - 8.23 2.4 1.5 3.6 0.66 4.4 3.4 5.6 3.5 1.7 1.1 8.1 0.5 9 3 1.5 1.2 21 14BH14-8/15 10.67 - 11.28 0.056 0.036 0.23 0.015 0.088 0.15 0.14 0.14 0.099 0.052 0.12 0.018 0.31 0.07 0.093 0.21 0.35 0.36
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-9/8 5.33 - 5.94 7.7 10 8.2 4.4 14 11 17 10 4.8 3.7 17 1.4 32 12 4.7 1.4 72 42BH14-9/17 12.19 - 12.8 0.054 0.079 0.092 0.012 0.057 0.027 0.042 0.029 0.016 0.0082 0.044 <0.005 0.074 0.048 0.014 0.12 0.2 0.11
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-10/14 9.91 - 10.52 1.9 2.6 1.6 0.33 1.9 2.1 2.8 1.7 0.99 0.68 3 0.28 5.4 1.6 0.94 3.5 8.2 6.2BH14-10/15 10.67 - 11.28 2.1 3 1.3 0.029 0.18 0.14 0.18 0.12 0.073 0.043 0.18 0.019 0.34 0.47 0.065 6 0.71 0.43
DUP#5 10.67 - 11.28 3.8 3.9 3.4 0.48 2.6 1.9 2.9 1.8 0.97 0.73 2.6 0.28 4.8 2.2 0.89 5.4 7.9 6.2
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-11/10 6.86 - 7.47 2.3 4.5 1.5 0.4 4.5 5.2 9 3.9 2.4 1.1 24 0.96 10 4.5 1.7 1.3 83 24BH14-11/17 12.19 - 12.47 0.05 0.065 0.05 0.013 0.078 0.069 0.1 0.061 0.037 0.021 0.13 0.011 0.18 0.057 0.032 0.049 0.46 0.26
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-12/12 8.38 - 8.99 1.3 2 1 0.22 2.1 1.9 3.9 1.8 0.92 0.49 6.7 0.31 4.9 2 0.72 0.83 25 8.9BH14-12/16 11.43 - 12.04 1.5 1.4 2.3 0.67 3.9 1.8 3.8 2.3 0.92 0.69 3.1 0.24 5.9 2.1 0.91 0.92 9.4 7.9
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-13/7 4.57 - 5.18 1.6 2.8 1.2 0.22 2.1 2.1 3.5 1.7 0.99 0.43 7 0.33 4.6 2.3 0.74 0.33 28 8.6DUP#8 4.57 - 5.18 3.9 6.1 2.9 1.1 7.9 7.6 16 7.4 3.5 1.7 34 1.6 16 6.2 2.4 0.54 73 37
BH14-13/14 9.91 - 10.52 10 16 9.3 0.65 5 2.1 3.7 2.4 1 0.65 3.9 0.27 6.6 5.2 0.95 20 15 9.6
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-14/10 6.86 - 7.47 6.8 16 4.1 <0.50 10 8.7 18 7.2 4.6 1.4 40 1.9 21 13 2.6 2.4 220 53BH14-14/17 12.19 - 12.8 0.1 0.16 0.11 0.026 0.16 0.14 0.22 0.12 0.072 0.042 0.33 0.024 0.34 0.13 0.056 0.12 1.5 0.53
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-15/9 6.1 - 6.71 19 29 25 4.7 25 10 21 11 5.1 3.2 28 1.3 37 24 3.9 18 130 65BH14-15/17 12.19 - 12.8 0.024 0.04 0.032 0.0059 0.033 0.018 0.026 0.02 0.012 0.0059 0.037 <0.005 0.051 0.026 0.0095 0.035 0.14 0.072
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-20/2 0.76 - 1.37 0.0066 0.0071 0.0096 0.0091 0.026 0.11 0.087 0.079 0.063 0.042 0.07 0.011 0.2 0.0071 0.057 0.0071 0.1 0.17DUP#10 0.76 - 1.37 0.008 0.008 0.0079 0.008 0.02 0.091 0.077 0.065 0.052 0.032 0.063 0.008 0.17 0.0055 0.045 0.008 0.079 0.15
BH14-20/4 2.29 - 2.9 <0.0050<0.0050 0.009 0.006 0.03 0.058 0.054 0.05 0.038 0.022 0.043 0.006 0.12 0.012 0.029 0.006 0.08 0.11
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-21/2 0.76 - 1.37 0.036 0.05 0.03 <0.005 0.014 0.019 0.017 0.012 0.011 0.007 0.016 <0.005 0.044 0.036 0.008 0.012 0.058 0.039BH14-21/4 2.29 - 2.9 0.027 0.032 0.07 0.022 0.092 0.22 0.22 0.19 0.13 0.084 0.17 0.023 0.46 0.091 0.12 0.073 0.29 0.41
ID Depth (mbgs) 1-
MN
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
BH14-22/3 1.52 - 2.13 0.089 0.11 0.007 0.0075 0.013 0.058 0.035 0.025 0.027 0.016 0.032 <0.005 0.081 0.0059 0.019 0.076 0.087 0.072BH14-22/4 2.29 - 2.9 0.017 0.022 <0.005 <0.005 <0.005 0.015 0.0091 0.008 0.008 <0.005 0.010 <0.005 0.023 <0.005 0.0068 0.017 0.022 0.018
BH14-20 Date Sampled: 2/05/2014
BH11-57
BH11-58
BH11-59
BH14-8 Date Sampled: 24/04/2014
BH14-9 Date Sampled: 28/04/2014
Date Sampled:
Date Sampled:
Date Sampled: 11/08/2011
10/08/2011 (7)
09/08/2011 (3)
BH14-12 Date Sampled: 28/04/2014
BH14-13 Date Sampled: 1/05/2014
BH14-10 Date Sampled: 28/04/2014
BH14-11 Date Sampled: 24/04/2014
BH14-21 Date Sampled: 2/05/2014
BH14-22 Date Sampled: 2/05/2014
BH14-14 Date Sampled: 30/04/2014
BH14-15 Date Sampled: 29/04/2014
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
!(
!(
!(
MW11-03A
MW11-12A
MW11-25
MW11-01B
MW11-13
MW11-31
MW11-16
MW11-04
MW11-17B
MW11-03B
MW11-12B
MW11-01A
MW11-21
MW11-07
MW11-02
MW11-17A
MW11-05
MW-14-8
MW-14-9
MW-14-10MW-14-11
MW-14-12
MW-14-13
MW-14-14
MW-14-15
BH14-22
BH14-21 BH14-20
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
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front
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\MX
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ortin
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ates
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³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Imagery: ESRI World Imagery WMS, 2014Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
SOIL METALS AND INORGANICSEXCEEDANCES
FIGURE: 14PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
ME 16 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 16 Apr. 2014LB SD
16 Apr. 201416 Apr. 2014
REFERENCE
!( Below MOE Table 3 (2011)!( Exceeds MOE Table 3 (2011)
Building FootprintBayside Development LandsParcel 1 Site BoundaryArea of Soil Metals and Inorganics Impact
SCALE 1:1,250
25 0 25 50 7512.5
METRES
INDEX MAP
•Tables should be read in conjunction with the accompanying document.• MOE Soil, Groundwater and Sediment Standards for use under part XV.1 of the Environmental Protection Act, April 15, 2011.• For exceedance details refer to tables in accompanying document.• Ministry of the Environment Soil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for coarse Textured Soil (April 15, 2011).
NOTES
-- not analyzed
< concentration not detected above the laboratory estimated quantitation limit
µg/g micrograms per gram
MOE Table 3 Standard (2011)
Ministry of the Environment Soil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for Coarse Textured Soil (April 15, 2011).
550 Exceedance of MOE Table 3 Standard (April 15, 2011)
Antim
ony
Arse
nic
Bariu
m
Bery
llium
Boro
n
Boro
n, H
ot
Wat
er S
olub
le
Cadm
ium
Chro
miu
m
Coba
lt
Copp
er
Tota
l Chr
omiu
m
Lead
Mer
cury
Mol
ybde
num
Nick
el
Sele
nium
Silv
er
Thal
lium
Uran
ium
Vana
dium
Zinc
ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g ug/g7.5 18 390 4 120 1.5 1.2 160 22 140 -- 120 0.27 6.9 100 2.4 20 1 23 86 340( 1 ) Table 3 (2011) - Soil
Unit
Parameter
Sodi
um
Ads
orpt
ion
Ratio
Chlo
ride
Con
duct
ivity
Cya
nide
(fre
e)
Nitr
ate
as N
Nitr
ite a
s N
Nitr
ogen
, Nitr
ate-
Nitr
ite
Nitr
ogen
, Tot
al
Kje
ldah
l
pH
- ug/g ms/cm ug/g ug/g ug/g ug/g ug/g pH units5 -- 0.7 0.051 -- -- -- -- --
Parameter
Unit( 1) Table 3 (2011) - Soil
Sb AntimonyAs ArsenicBa BariumBe BerylliumB BoronB (HWS) Boron, Hot Water SolubleCd CadmiumCr ChromiumCo CobaltCu CopperCr (tot) Total ChromiumPb LeadHg MercuryMb MolybdenumNi NickelSe SeleniumAg SilverTh Thalliumug/g UraniumV VanadiumZ ZincSAR Sodium Adsorption RatioCl ChlorideEC ConductivityCN Cyanide (free)No3 Nitrate as NNO2 Nitrite as NN Nitrogen, Nitrate-NitriteTKN Nitrogen, Total KjeldahlpH pH
Metals
Inorganics
LIST OF ABBREVIATIONS
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-01/2 0.76 - 1.37 0.6 2 55 0.4 <5 0.47 0.1 12 5.7 19 <0.2 43 <0.05 <0.5 12 <0.5 <0.2 0.07 0.43 18 42
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-02/2 3.05 - 3.66 6.4 6 78 0.5 <5 0.5 0.2 14 6.2 30 <0.2 110 0.12 0.9 16 0.9 <0.2 0.13 0.37 21 64BH11-02/5 3.05 - 3.66 0.9 2 61 0.4 <5 0.35 0.1 16 5.7 18 <0.2 35 <0.05 <0.5 13 <0.5 <0.2 0.09 0.63 22 54
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-3/2 0.76 - 1.37 <0.2 3 79 0.4 <5 -- <0.1 17 7.8 20 <0.2 13 0.09 <0.5 18 <0.5 0.4 0.08 0.52 23 51
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-04/2 0.76 - 1.37 2.2 8 120 0.3 <5 -- 1 13 3.9 110 <0.2 190 0.31 1.1 13 <0.5 0.2 0.14 0.42 17 210BH11-04/8 5.33 - 5.9 <0.2 2 32 <0.2 <5 -- 0.1 10 2.9 12 <0.2 17 0.1 <0.5 6.5 <0.5 <0.2 <0.05 0.28 12 35
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-05/2 0.76 - 1.37 1.6 4 110 0.5 13 -- 0.4 16 4.9 36 <0.2 120 0.2 1.1 11 <0.5 <0.2 0.07 0.83 20 130BH11-05/9 6.1 - 6.71 1.1 4 47 0.3 <5 -- 0.1 11 4 16 <0.2 160 0.18 <0.5 8.1 <0.5 <0.2 0.06 0.3 16 52
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-07/2 0.76 - 1.37 2.3 5 99 0.4 7 -- 0.3 16 5.2 32 <0.2 120 0.14 0.7 14 <0.5 <0.2 0.12 0.44 23 130
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-12/2 0.76 - 1.37 0.2 3 90 0.5 <5 1.1 0.1 21 7.3 68 <0.2 34 0.14 <0.5 18 <0.5 <0.2 0.1 0.54 27 51
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-13/1 0 - 0.61 5.5 5 120 0.4 <5 1 0.6 22 8.5 59 <0.2 140 0.21 0.6 21 <0.5 0.3 0.11 0.52 25 160BH11-13/6 3.81 - 4.42 <0.2 4 72 0.7 <5 0.47 <0.1 23 12 26 <0.2 14 <0.05 <0.5 27 <0.5 <0.2 0.08 0.65 28 57
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-16/1 0 - 0.61 1.1 4 44 0.2 <5 0.57 0.1 18 3.9 30 <0.2 38 <0.05 2.1 23 0.7 <0.2 <0.05 0.39 20 47
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-17/2 0.67 - 1.37 1.6 3 50 0.2 <5 0.52 0.2 9 3.8 20 <0.2 48 <0.05 0.7 8.4 <0.5 <0.2 0.06 0.3 16 68
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH 11-21/2 0.76 - 1.37 0.9 3 77 0.3 <5 1 0.5 11 4 35 <0.2 120 0.14 0.7 12 <0.5 <0.2 0.09 0.38 16 98BH 11-21/8 5.33 - 5.9 0.7 2 45 <0.2 <5 1.1 1.2 20 4.7 40 <0.2 50 0.12 0.6 19 <0.5 0.6 0.09 0.41 15 100
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-25/2 0.76 - 1.37 4 5 90 0.5 6 1.5 0.5 19 7.4 60 <0.2 250 0.19 0.8 21 <0.5 <0.2 0.11 0.5 23 120BH11-25/9 6.10 - 6.71 1.7 4 100 0.4 14 <0.05 0.3 22 4.2 43 <0.2 95 0.06 0.8 11 <0.5 <0.2 0.07 0.73 21 120
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH11-31/1 0.15 - 0.61 2.4 6 110 0.4 16 0.86 0.9 17 5.4 37 <0.2 120 0.19 1.5 12 <0.5 0.2 0.08 0.64 21 110BH11-31/4 2.29 - 2.90 0.8 4 66 0.4 <5 1.1 0.4 17 6 26 <0.2 59 0.2 0.6 15 <0.5 <0.2 0.09 0.5 25 77
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-8/11 7.62 - 8.23 2.5 4.3 84 0.31 <5.0 0.68 0.76 24 5.1 49 <0.2 110 5.5 <0.50 13 <0.5 1.4 0.14 0.38 18 160BH14-8/16 11.43 - 11.73 <0.20 1.7 19 <0.20 <5.0 0.41 <0.10 5.9 3.7 6.3 <0.2 3 <0.050 <0.50 5.9 <0.50 <0.20 <0.050 0.21 9 43
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-9/8 5.33 - 5.94 5.1 12 200 0.61 7.4 1.4 8 56 8.1 170 <0.2 420 1.8 0.92 43 1 14 0.3 1.3 23 480BH14-9/16 11.43 - 12.04 <0.20 2.8 52 0.41 <5.0 0.41 <0.10 18 7.8 16 <0.2 9 <0.050 <0.50 16 <0.50 <0.20 0.11 0.47 22 39
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-10/14 9.91 - 10.52 3.6 6.5 120 0.37 5.9 0.81 0.46 39 5.5 68 <0.2 130 0.61 0.62 19 <0.5 0.62 0.15 0.41 20 310BH14-10/16 11.43 - 12.04 <0.20 1.7 16 <0.20 <5.0 0.31 <0.10 5.3 3.3 5.5 <0.2 3.7 <0.050 <0.50 5.8 <0.50 <0.20 <0.050 0.36 9.1 15
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-11/10 6.86 - 7.47 0.94 3.9 98 0.38 <5 1.1 1.1 26 6.2 40 <0.2 71 0.32 <0.5 19 <0.5 0.51 0.14 0.41 21 170BH14-11/16 11.43 - 12.04 <0.20 2.1 27 0.21 <5 0.34 <0.1 10 4.7 9.9 <0.2 6.2 <0.05 <0.5 9 <0.5 <0.2 0.058 0.27 14 27
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-12/12 8.38 - 8.99 0.67 2.2 58 0.2 <5.0 0.83 0.5 13 3.5 32 <0.2 44 0.25 <0.50 12 <0.50 0.33 0.07 0.29 13 99BH14-12/17 12.19 - 12.47 <0.2 2.1 17 <0.2 <5 0.21 <0.1 6.9 4.3 11 <0.2 4.9 <0.05 <0.5 7.3 <0.5 <0.2 <0.05 0.28 12 23
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-13/2 0.76 - 1.37 0.88 4.1 110 0.43 5.2 1.7 0.31 18 5.7 22 <0.2 130 0.53 0.62 12 0.61 <0.2 0.1 0.77 23 120
BH14-13/15 10.67 - 11.28 0.24 2.1 40 0.27 <5 0.47 <0.1 12 4.6 13 <0.2 16 0.099 <0.5 10 <0.5 <0.2 0.076 0.32 15 38
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-14/4 2.29 - 2.90 6.2 12 130 0.35 13 4.1 0.5 13 5 99 <0.2 280 0.59 0.93 21 0.86 <0.2 0.27 0.44 18 200
BH 14-14/16 11.43 - 12.04 <0.20 1.6 18 <0.20 <5.0 0.18 <0.10 5.5 3.4 5 <0.2 4.7 <0.050 <0.50 5.9 <0.50 <0.20 <0.050 0.21 8.6 14
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-15/3 1.52 - 2.13 7.9 6.2 190 0.4 6 1.3 0.38 17 6.4 41 <0.2 470 0.31 0.81 14 <0.5 <0.2 0.11 0.41 22 160
DUP#6 1.52 - 2.13 9.3 6.8 100 0.44 5.7 1.2 0.28 23 6.5 49 <0.2 110 0.23 1.1 20 <0.5 <0.2 0.11 0.39 24 100BH14-15/16 11.43 - 12.04 <0.20 1 9.9 <0.20 <5.0 0.11 <0.10 4.2 2 4.1 <0.2 3.8 <0.050 <0.50 3.6 <0.50 <0.20 <0.050 0.17 6.4 11
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH14-20/2 0.76 - 1.37 0.42 <1.0 19 <0.2 <5 0.43 0.25 3.7 1.4 3.7 <0.2 19 <0.05 <0.5 3 <0.5 <0.2 <0.05 0.32 6.9 88BH 14-20/4 2.29 - 2.9 0.24 3.1 86 0.57 5.5 0.36 0.1 25 9.7 21 <0.2 16 <0.050 0.5 22 <0.50 <0.20 0.12 0.63 28 53
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH 14-21/2 0.76 - 1.37 0.51 4.1 68 0.51 7.5 0.6 0.12 19 8.7 29 <0.2 36 0.057 <0.50 19 <0.50 <0.20 0.098 0.53 28 61
DUP#11 0.76 - 1.37 0.72 4.6 69 0.54 7.6 0.64 0.15 20 9.3 24 <0.2 49 0.061 <0.50 20 <0.50 <0.20 0.081 0.58 26 87BH 14-21/4 2.29 - 2.9 0.26 3.1 92 0.5 5.9 0.48 <0.10 21 9.1 22 <0.2 17 <0.050 0.52 22 <0.50 <0.20 0.1 0.61 26 56
ID Depth (mbgs) Sb As Ba Be B B (HWS) Cd Cr (tot) Co Cu Cr (VI) Pb Hg Mb Ni Se Ag Th U V ZBH 14-22/3 1.52 - 2.13 2.5 2.3 35 0.22 <5.0 0.25 <0.10 11 4.5 13 <0.2 33 <0.050 <0.50 8.7 <0.50 <0.20 0.091 0.41 16 29BH 14-22/4 2.29 - 2.9 0.81 1.7 23 <0.20 <5.0 0.26 <0.10 9.2 3.5 10 <0.2 16 0.083 <0.50 6.7 <0.50 <0.20 0.056 0.36 15 28
BH11-16
BH11-17
BH11-21
06/07/2011
12/08/2011
13/07/2011
22/06/2011
14/07/2011
05/07/2011 (9)
07/07/2011
23/06/2011
23/06/2011
24/06/2011
27/06/2011
29/06/2011
BH11-25 Date Sampled: 8/8/2011
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
BH11-31
BH11-01
BH11-02
BH11-03
BH11-04
BH11-05
BH11-07
BH11-12
BH11-13
BH14-9 Date Sampled: 28/04/2014
BH14-8 Date Sampled: 24/04/2014
BH14-11 Date Sampled: 24/04/2014
BH14-10 Date Sampled: 28/04/2014
BH14-13 Date Sampled: 1/5/2014
BH14-12 Date Sampled: 25/04/2014
BH14-20 Date Sampled: 2/05/2014
BH14-15 Date Sampled: 29/4/2014
BH14-14 Date Sampled: 30/04/2014
BH14-21 Date Sampled: 2/05/2014
BH14-22 Date Sampled: 2/05/2014
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-01/2 0.76 - 1.37 1.1 59 0.43 <0.01 <2 1.9 3 344 10.6
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-02/2 0.76 - 1.37 0.26 31 2.3 0.08 <2 <0.5 <3 603 7.57BH11-02/5 3.05 - 3.66 0.96 -- 0.35 0.01 -- -- -- -- 7.83
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-3/2 0.76 - 1.37 1.1 56 0.57 <0.01 <2 <0.5 <3 314 7.51
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-04/2 0.76 - 1.37 0.56 67 0.28 <0.01 <2 <0.5 <3 514 7.63BH11-04/8 5.33 - 5.9 0.95 51 0.27 <0.01 <2 <0.5 <3 822 7.57
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-05/2 0.76 - 1.37 3.2 170 0.9 <0.01 <2 <0.5 <3 248 10.1BH11-05/9 6.1 - 6.71 0.91 54 0.33 <0.01 <2 <0.5 <3 471 7.76
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-07/2 0.76 - 1.37 1.9 200 0.64 <0.01 <2 <0.5 <3 881 8.84
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-12/2 0.76 - 1.37 3.2 110 0.42 <0.01 <2 <0.5 <3 388 7.78
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-13/1 0 - 0.61 0.91 76 2 0.02 <2 <0.5 <3 547 7.72BH11-13/6 3.81 - 4.42 1.8 110 0.37 <0.01 <2 <0.5 <3 425 7.81
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-16/1 0 - 0.61 0.79 58 0.53 <0.01 <2 <0.5 <3 496 8.62
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-17/2 0.67 - 1.37 0.6 -- 0.48 <0.01 -- -- -- -- 7.99
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH 11-21/2 0.76 - 1.37 3.4 450 0.85 <0.01 <2 <0.5 <3 279 7.28BH 11-21/8 5.33 - 5.9 1.7 280 0.74 0.1 <2 <0.5 <3 3910 7.43
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-25/2 0.76 - 1.37 3.8 250 0.64 <0.01 <2 <0.5 <3 424 8.31BH11-25/9 6.10 - 6.71 0.56 200 1.9 <0.01 <2 0.6 <3 107 12.3
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH11-31/1 0.15 - 0.61 5.1 190 1.8 <0.01 <2 <0.5 <3 337 10.4BH11-31/4 2.29 - 2.90 1.5 61 0.36 <0.01 <2 <0.5 <3 434 7.75
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-8/11 7.62 - 8.23 0.84 -- 0.46 0.08 -- -- -- -- 7.02BH14-8/16 11.43 - 11.73 0.98 -- 0.21 0.01 -- -- -- -- 7.51
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-9/8 5.33 - 5.94 1.8 -- 0.57 1.3 -- -- -- -- 7.15BH14-9/16 11.43 - 12.04 0.39 -- 0.28 0.01 -- -- -- -- 7.07
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-10/14 9.91 - 10.52 0.45 -- 0.44 0.08 -- -- -- -- 7.26BH14-10/16 11.43 - 12.04 0.97 -- 0.2 <0.01 -- -- -- -- 7.55
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-11/10 6.86 - 7.47 0.69 -- 0.5 0.08 -- -- -- -- 7.20BH14-11/16 11.43 - 12.04 0.56 -- 0.24 0.06 -- -- -- -- 7.14
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-12/12 8.38 - 8.99 0.57 -- 0.4 0.08 -- -- -- -- 7.11BH14-12/17 12.19 - 12.47 0.88 -- 0.2 0.07 -- -- -- -- 7.35
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-13/2 0.76 - 1.37 3.3 -- 0.74 0.15 -- -- -- -- 7.30
BH14-13/15 10.67 - 11.28 0.31 -- 0.32 0.12 -- -- -- -- 7.04
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-14/4 2.29 - 2.90 3.2 -- 0.6 <0.01 -- -- -- -- 7.66
BH 14-14/16 11.43 - 12.04 0.62 -- 0.15 <0.01 -- -- -- -- 7.39
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-15/3 1.52 - 2.13 3.6 -- 0.43 0.2 -- -- -- -- 8.01
DUP#6 1.52 - 2.13 3.3 -- 0.4 <0.1 -- -- -- -- 7.85BH14-15/16 11.43 - 12.04 0.52 -- 0.15 0.01 -- -- -- -- 7.68
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH14-20/2 0.76 - 1.37 0.17 -- 0.74 <0.01 -- -- -- -- 11.2BH 14-20/4 2.29 - 2.9 3.3 -- 0.49 <0.01 8.1
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH 14-21/2 0.76 - 1.37 1.3 -- 0.36 <0.01 -- -- -- -- 7.93
DUP#11 0.76 - 1.37 1.3 -- 0.38 <0.01 -- -- -- -- 8.43BH 14-21/4 2.29 - 2.9 3 -- 0.41 <0.01 -- -- -- -- 9.48
ID Depth (mbgs) SAR Cl EC CN NO3 NO2 N TKN pHBH 14-22/3 1.52 - 2.13 0.61 -- 0.26 <0.01 -- -- -- -- 7.56BH 14-22/4 2.29 - 2.9 0.5 -- 0.26 <0.01 -- -- -- -- 9.46
BH11-17
BH11-21
BH11-31
BH11-04
BH11-05
BH11-07
BH11-12
BH11-13
BH11-16
BH11-25
Date Sampled: 27/06/2011
BH11-01
BH11-02
BH11-03
Date Sampled: 06/07/2011
Date Sampled: 29/06/2011
Date Sampled: 05/07/2011 (9)
Date Sampled: 07/07/2011
Date Sampled: 23/06/2011
Date Sampled: 23/06/2011
Date Sampled: 24/06/2011
Date Sampled: 12/08/2011
Date Sampled: 13/07/2011
Date Sampled: 22/06/2011
Date Sampled: 8/8/2011
Date Sampled: 14/07/2011
24/04/2014
BH14-9 Date Sampled: 28/04/2014
BH14-8 Date Sampled:
28/04/2014
BH14-11 Date Sampled: 24/04/2014
BH14-10 Date Sampled:
25/04/2014
BH14-13 Date Sampled: 1/5/2014
BH14-12 Date Sampled:
2/05/2014BH14-20 Date Sampled:
30/04/2014
BH14-15 Date Sampled: 29/4/2014
BH14-14 Date Sampled:
BH14-20 Date Sampled: 2/05/2014
BH14-20 Date Sampled: 2/05/2014
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MW11-58
MW11-24A
MW11-27A
MW11-03A
MW11-12A
MW11-55
MW11-51
MW11-11A
MW11-01B
MW11-15B
MW11-31
MW11-04
MW11-18
MW11-11B
MW11-59
MW11-24B
MW11-27B
MW11-03B
MW11-12B
MW11-23
MW11-10BMW11-01A
MW11-07 MW11-57
MW11-02
MW11-15A
MW11-05 MW11-56
MW11-22
MW11-10A
MW-14-8
MW-14-10MW-14-11
MW-14-12
MW-14-13
MW-14-14
MW-14-15
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³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
GROUNDWATER PHC EXCEEDANCES
FIGURE: 15
PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
KD 23 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENT
BAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 23 Apr. 2014
LB
SD
23 Apr. 2014
23 Apr. 2014
REFERENCE
!( Not Tested
!( Below MOE Table 3 Standard (2011)
!( Exceeds MOE Table 3 Standard (2011)
Building Footprint
Bayside Development Lands
Parcel 1 Site Boundary
Area of Groundwater PHC Impact
SCALE 1:1,250
25 0 25 50 7512.5
METRES
•Tables should be read in conjunction with the accompanying report.• MOE Soil, Groundwater and Sediment Standards for use under part XV.1 of the Environmental Protection Act, April 15, 2011.• For exceedance details refer to tables in accompanying document.• Ministry of the Environment Soil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for coarse Textured Soil (April 15, 2011).
NOTES
MOE Table 3 Standard (2011)
B BenzeneT TolueneE EthylbenzeneX Xylenes, Total
F1 Petroleum Hydrocarbons - F1 (C6-C10)F2 Petroleum Hydrocarbons - F2 (C10-C16)F3 Petroleum Hydrocarbons - F3 (C16-C34)F4 Petroleum Hydrocarbons - F4 (C34-C50)
F4G Petroleum Hydrocarbons - F4G Gravimetric Heavy Hydrocarbons
INDEX MAP
Ben
zen
e
To
luen
e
Eth
ylb
enze
ne
Xyl
enes
, T
ota
l
Pet
role
um
Hyd
roca
rbo
ns
- F
1 (C
6-C
10)
Pet
role
um
Hyd
roca
rbo
ns
- F
2 (C
10-C
16)
Pet
role
um
Hyd
roca
rbo
ns
- F
3 (C
16-C
34)
Pet
role
um
Hyd
roca
rbo
ns
- F
4 (C
34-C
50)
Pet
role
um
Hyd
roca
rbo
ns
- F
4G G
ravi
met
ric
Hea
vy
Hyd
roca
rbo
ns
µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L
44 18000 2300 4200 750 150 500 500 NV
ParameterUnit
( 1) Table 3 (2011) - Groundwater
LIST OF ABBREVIATIONS
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-55 8.69 - 11.77 <0.20 <0.20 1.9 4.1 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-56 8.26 - 11.31 1.6 0.59 12 15 37 960 120 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-57 9.94 - 12.95 <0.20 <0.20 <0.20 <0.40 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-58 9.93 - 12.98 0.44 0.37 0.24 1.1 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-59 9.65 - 12.74 <0.20 <0.20 <0.20 <0.40 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-8 8.69 - 11.73 -- -- -- -- <25 100 <200 <200 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-9 9.75 - 12.8 -- -- -- -- <25 100 <200 <200 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-10 9.14 - 12.19 -- -- -- -- <25 110 <200 <200 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-11 9.14 - 12.19 -- -- -- -- <25 <100 <200 <200 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-12 9.14 - 12.19 -- -- -- -- <25 <100 <200 <200 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-13 8.38 - 11.43 -- -- -- -- <25 220 <200 <200 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-14 9.75 - 12.8 -- -- -- -- <25 <100 <200 <200 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW14-15 9.75 - 12.8 -- -- -- -- <25 <100 <200 <200 --
MW14-14 Date Sampled: 8/5/2014
MW14-15 Date Sampled: 8/5/2014
Date Sampled: 8/5/2014
MW14-12 Date Sampled: 7/5/2014
09/09/2011
09/09/2011
MW11-57 Date Sampled:
MW11-58 Date Sampled:
09/09/2011
13/09/2011
MW11-55 Date Sampled:
MW11-56 Date Sampled:
MW14-13 Date Sampled: 8/5/2014
MW11-59 Date Sampled: 13/09/2011
MW14-8 Date Sampled: 7/5/2014
MW14-9 Date Sampled: 7/5/2014
MW14-10 Date Sampled: 8/5/2014
MW14-11
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-01A 3.96 - 7.01 1.8 <0.2 <0.2 2 <25 230 <100 <100 --MW11-01B 1.22 - 3.66 0.5 <0.2 <0.2 <0.2 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-02 13.31 - 16.36 <0.2 <0.2 <0.2 <0.2 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-03A 3.96 - 7.01 3.1 0.8 <0.2 1.6 47 310 <100 <100 --MW11-03B 0.91 - 3.96 3 0.4 <0.2 0.5 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-04 8.53 - 11.6 0.28 0.31 1.1 3.1 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-05 9.08 - 12.08 <0.20 <0.2 0.22 1 <25 150 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-07 9.68 - 12.73 1.2 0.52 1.3 2.9 <25 360 100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-10A 3.96 - 7.01 2.6 0.23 <0.20 0.95 <25 130 <100 <100 --MW11-10B 1.22 - 3.66 1.5 0.22 <0.20 <0.40 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-11A 7.01 - 10.06 <0.20 <0.20 0.73 0.98 <25 130 <100 <100 --MW11-11B 3.9 - 7.01 0.52 0.62 0.29 2.8 <25 200 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-12A 3.96 - 7.01 0.5 0.3 <0.2 1.1 <25 210 180 <100 --MW11-12B 1.22 - 3.96 0.3 <0.2 <0.2 0.2 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-15A 7.01 -10.06 2 0.84 0.58 4.9 <25 570 120 <100 --MW11-15B 3.96 - 7.01 1.1 <0.20 <0.20 <0.40 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-18 9.14 - 12.19 0.5 <0.20 0.88 2.4 <25 130 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-22 8.46 - 11.5 0.34 0.3 0.46 2.3 <25 480 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-23 13.59 - 16.64 <0.20 <0.20 <0.20 <0.40 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-24A 3.96 - 7.01 16 11 8.5 79 1100 310 110 <100 --MW11-24B 1.22 - 3.66 1.3 0.34 <0.20 0.87 <25 <100 750 380 1800
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW11-27A 8.51 - 11.56 11 1.4 78 30 160 3100 170 <100 --MW11-27B 13.89 - 15.4 <0.2 <0.2 <0.2 <0.2 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW 11-31 13.31 - 16.36 <0.2 <0.2 0.2 0.5 <25 <100 <100 <100 --
IDScreen interval
(m)B T E X F1 F2 F3 F4 F4G
MW 11-51 9.83 - 12.88 <0.20 <0.20 <0.20 <0.40 <25 220 190 <100 --
07/09/2011
08/09/2011Date Sampled:
07/09/2011
07/09/2011
MW11-04
Date Sampled:MW11-01
MW11-02 Date Sampled:
MW11-03 Date Sampled:
08/09/2011
13/09/2011
MW11-05 Date Sampled:
MW11-07 Date Sampled:
08/09/2011
07/09/2011
MW11-10 Date Sampled:
MW11-11 Date Sampled:
15/09/2011MW11-18 Date Sampled:
07/09/2011
09/09/2011
MW11-12 Date Sampled:
MW11-15 Date Sampled:
13/09/2011
09/09/2011
MW11-22 Date Sampled:
MW11-23 Date Sampled:
Date Sampled:
MW11-51 Date Sampled:
09/09/2011
15/09/2011
MW11-24 Date Sampled:
MW11-27 Date Sampled:
14/09/2011
13/09/2011
MW11-31
BEDROCK MONITORING WELLSMW11-02
MW11-13MW11-16
MW11-23
MW11-27A
MW11-31
-- not analyzed
<
µg/l micrograms per litre
MOE Table 3 Standard (2011)
230 Exceedance of MOE Table 3 Standard (April 15,
concentration not detected above the laboratory estimated quantitation limit
Ministry of the Environment Soil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for coarse Textured Soil (April 15, 2011).
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MW11-09B
MW11-27A
MW11-03A
MW11-12A
MW11-25
MW11-01B
MW11-31
MW11-16MW11-17B
MW11-27B
MW11-03B
MW11-12B
MW11-01A
MW11-09A
MW11-02
MW11-17A
MW11-05
MW-14-8
MW-14-9
MW-14-10MW-14-11
MW-14-12
MW-14-13
MW-14-14
MW-14-15
G:\P
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\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\P
arce
lUpd
ates
_201
4\P
hase
II\P
arce
l_I\G
W_V
OC
_Exc
eeda
nces
_w_t
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.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Imagery: ESRI World Imagery WMS, 2014Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
VOCs IN GROUNDWATER
FIGURE: 16PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
KD 23 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 23 Apr. 2014LB SD
23 Apr. 201423 Apr. 2014
REFERENCE
!( Not Tested!( Below MOE Table 3 Standard (2011)!( Exceeds MOE Table 3 Standard (2011)
Building FootprintBayside Development LandsParcel 1 Site Boundary
SCALE 1:1,250
25 0 25 50 7512.5
METRES
INDEX MAP
1,1,
1,2-
Tetra
chlo
roet
hane
1,1,
1-Tr
ichl
oroe
than
e
1,1,
2,2-
Tetra
chlo
roet
hane
1,1,
2-Tr
ichl
oroe
than
e
1,1-
Dic
hlor
oeth
ane
1,1-
Dic
hlor
oeth
ene
Eth
ylen
e D
ibro
mid
e
1,2-
Dich
loro
benz
ene
1,2-
Dic
hlor
oeth
ane
1,2-
Dich
loro
prop
ane
1,3-
Dich
loro
benz
ene
1,4-
Dich
loro
benz
ene
Met
hyl E
thyl
Ket
one
(2-B
utan
one)
Met
hyl I
sobu
tyl
Ket
one
Ace
tone
Benz
ene
Bro
mod
ichl
orom
eth
ane
Bro
mof
orm
Bro
mom
etha
ne
Car
bon
Tetra
chlo
ride
Chl
orob
enze
ne
Chl
orof
orm
cis-
1,2-
Dic
hlor
oeth
ene
cis-
1,3-
Dic
hlor
opro
pene
Dib
rom
ochl
orom
eth
ane
Dic
hlor
odifl
uoro
met
hane
Ethy
lben
zene
m,p
-Xyl
enes
Met
hyl t
-But
yl E
ther
Met
hyle
ne C
hlor
ide
Hex
ane
o-Xy
lene
Sty
rene
Tetra
chlo
roet
hene
Tolu
ene
trans
-1,2
-D
ichl
oroe
then
e
trans
-1,3
-D
ichl
orop
rope
ne
Tric
hlor
oeth
ene
Tric
hlor
oflu
orom
eth
ane
Viny
l Chl
orid
e
Xyle
nes,
Tot
al
ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l3.3 640 3.2 4.7 320 1.6 51 4600 1.6 16 9600 8 470000 140000 130000 44 85000 380 5.6 0.79 630 2.4 1.6 5.2 82000 4400 2300 -- 190 610 51 -- 1300 1.6 18000 1.6 5.2 1.6 2500 0.5 4200
Parameter
Unit(1 ) Table 3 (2011) -
BEDROCK MONITORING WELLSMW11-02MW11-13MW11-16MW11-23MW11-27AMW11-31
•Tables should be read in conjunction with the accompanying report.• MOE Soil, Groundwater and Sediment Standards for use under part XV.1 of the Environmental Protection Act, April 15, 2011.• Ministry of the Environment Soil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for coarse Textured Soil (April 15, 2011). •Monitoring wells designated A and B denote deep and shallow nested pairs respectively.
NOTES
IDScreen interval
(m) 1,1,
1,2-
PC
E
1,1,
1-TC
A
1,1,
2,2-
PC
E
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3-
DC
P
DB
rCm
DC
DFM E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PC
E
T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-01A 3.96 - 7.01 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 1.8 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 0.8 <0.5 <2 <1 1.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 2MW11-01B 1.22 - 3.66 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.5 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 <0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3-
DC
P
DB
rCm
DC
DFM
E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE
T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-02 13.31 - 16.36 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 <0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE
T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-03A 3.96 - 7.01 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 28 3.1 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 0.8 <0.5 <2 <1 0.8 <0.5 <0.2 0.8 <0.5 <0.4 <0.2 <0.5 <0.2 1.6MW11-03B 0.91 - 3.96 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 3 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 0.3 <0.5 <2 <1 0.2 <0.5 <0.2 0.4 <0.5 <0.4 <0.2 <0.5 <0.2 0.5
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PC
E
T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-05 9.08 - 12.08 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 0.22 0.53 <0.5 <2 <1 0.51 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 1
IDScreen interval
(m) 1,1,
1,2-
PC
E
1,1,
1-TC
A
1,1,
2,2-
PC
E
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
ME
K
MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-09A 8.38 - 11.79 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 10 0.6 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 2.6 4.8 <0.5 <2 <1 1.7 <0.5 <0.2 0.3 <0.5 <0.4 <0.2 <0.5 <0.2 6.5MW11-09B 3.96 - 7.01 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.7 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 1.3 <0.5 <2 <1 0.9 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 2.3
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-12A 3.96 - 7.01 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.5 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 0.4 <0.5 <2 <1 0.8 <0.5 <0.2 0.3 <0.5 <0.4 <0.2 <0.5 <0.2 1.1MW11-12B 1.22 - 3.96 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.3 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-16 18.21 - 21.26 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 <0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
ED
B
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3-
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-17A 4.57 - 7.62 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 <0.2MW11-17B 1.07 - 4.11 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 <0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE
T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 11-25 9.7 - 12.75 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.3 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 0.2 <0.5 <0.2 0.2 <0.5 <0.4 <0.2 <0.5 <0.2 0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE
T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW11-27A 8.51 - 11.56 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 11 11 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 78 16 <0.5 <2 <1 14 <1 (2) <0.2 1.4 <0.5 <0.4 <0.2 <0.5 <0.2 30MW11-27B 13.89 - 15.4 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 <0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PC
E
T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 11-31 9.83 - 12.88 <0.5 <0.2 <0.5 <0.5 0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 0.2 0.2 <0.5 <2 <1 0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 0.5
IDScreen interval
(m) 1,1,
1,2-
PC
E
1,1,
1-TC
A
1,1,
2,2-
PC
E
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
ME
K
MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-8 8.69 - 11.73 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 0.2 0.32 <0.5 <2 <1 0.29 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 0.61
IDScreen interval
(m) 1,1,
1,2-
PC
E
1,1,
1-TC
A
1,1,
2,2-
PC
E
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
ME
K
MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-9 9.75 - 12.8 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.3 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 2.2 1.3 <0.5 <2 <1 0.74 <0.5 <0.2 0.4 <0.5 <0.4 <0.2 <0.5 <0.2 2
IDScreen interval
(m) 1,1,
1,2-
PC
E
1,1,
1-TC
A
1,1,
2,2-
PC
E
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
ME
K
MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-10 9.14 - 12.19 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.32 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 0.75 1.1 <0.5 <2 <1 0.8 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 1.9
IDScreen interval
(m) 1,1,
1,2-
PC
E
1,1,
1-TC
A
1,1,
2,2-
PC
E
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
ME
K
MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-11 9.14 - 12.19 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 <0.2 <0.5 <2 <1 <0.2 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 <0.2
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-12 9.14 - 12.19 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 0.32 <0.5 <2 <1 0.68 <0.5 <0.2 <0.2 <0.5 <0.4 <0.2 <0.5 <0.2 1
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-13 8.38 - 11.43 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 <10 0.57 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 1.1 2.4 <0.5 <2 <1 1 <0.5 <0.2 0.29 <0.5 <0.4 <0.2 <0.5 <0.2 3.5
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-14 9.75 - 12.8 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 19 <0.2 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 <0.2 0.3 <0.5 <2 <1 <0.2 <0.5 <0.2 0.33 <0.5 <0.4 <0.2 <0.5 <0.2 0.3
IDScreen interval
(m) 1,1,
1,2-
PCE
1,1,
1-TC
A
1,1,
2,2-
PCE
1,1,
2-TC
E
1,1-
DC
A
1,1-
DC
E
EDB
1,2-
DC
B
1,2-
DC
E
1,2-
DC
P
1,3-
DC
B
1,4-
DC
B
MEK MIK
Ace B
BrD
M
Brf
Brm CT
CB Cf
cis
1,2-
DC
E
cis-
1,3 -
DC
P
DB
rC m
DC
DF
M E
m,p
-X
MTB
E
MC
Hex o-X
Sty
PCE T
tran
s-1,
2-D
CE
tran
s-1,
3-D
CP
TCE
TCFM VC X
MW 14-15 9.75 - 12.8 <0.5 <0.2 <0.5 <0.5 <0.2 <0.2 <0.2 <0.5 <0.5 <0.2 <0.5 <0.5 <10 <5 24 0.41 <0.5 <1 <0.5 <0.2 <0.2 <0.2 <0.5 <0.3 <0.5 <1 0.46 0.54 <0.5 <2 <1 0.5 <0.5 <0.2 0.54 <0.5 <0.4 <0.2 <0.5 <0.2 1
13/09/2011
15/09/2011
14/09/2011
07/09/2011
07/09/2011
09/09/2011
13/09/2011
07/09/2011
07/09/2011
08/09/2011
MW11-31 Date Sampled:
MW11-17 Date Sampled:
MW11-25 Date Sampled:
MW11-27 Date Sampled:
MW11-09 Date Sampled:
MW11-12 Date Sampled:
MW11-16
07/09/2011
Date Sampled:
Date Sampled:
MW11-01
MW11-02
MW11-03
MW11-05
Date Sampled:
Date Sampled:
Date Sampled:
MW14-8 Date Sampled: 7/05/2014
MW14-9 Date Sampled: 7/05/2014
MW14-10 Date Sampled: 8/05/2014
MW14-11 Date Sampled: 8/05/2014
MW14-12 Date Sampled: 7/05/2014
MW14-13 Date Sampled: 8/05/2014
MW14-14 Date Sampled: 8/05/2014
MW14-15 Date Sampled: 8/05/2014
1,1,1,2-PCE 1,1,1,2-Tetrachloroethane1,1,1-TCA 1,1,1-Trichloroethane1,1,2,2-PCE 1,1,2,2-Tetrachloroethane1,1,2-TCE 1,1,2-Trichloroethane1,1-DCA 1,1-Dichloroethane1,1-DCE 1,1-DichloroetheneEDB Ethylene Dibromide1,2-DCB 1,2-Dichlorobenzene1,2-DCE 1,2-Dichloroethane1,2-DCP 1,2-Dichloropropane1,3-DCB 1,3-Dichlorobenzene1,4-DCB 1,4-DichlorobenzeneMEK Methyl Ethyl Ketone (2-Butanone)MIK Methyl Isobutyl KetoneAce AcetoneB BenzeneBrDM BromodichloromethaneBrf BromoformBrm BromomethaneCT Carbon TetrachlorideCB ChlorobenzeneCf Chloroformcis 1,2-DCE cis-1,2-Dichloroethenecis-1,3-DCP cis-1,3-DichloropropeneDBrCm DibromochloromethaneDCDFM DichlorodifluoromethaneE Ethylbenzenem,p-X m,p-XylenesMTBE Methyl t-Butyl EtherMC Methylene ChlorideHex Hexaneo-X o-XyleneSty StyrenePCE TetrachloroetheneT Toluenetrans-1,2-DCE trans-1,2-Dichloroethenetrans-1,3-DCP trans-1,3-DichloropropeneTCE TrichloroetheneTCFM TrichlorofluoromethaneVC Vinyl ChlorideX Xylenes, Total
LIST OF ABBREVIATIONS
-- not analyzed< concentration not detected above the laboratory estimated quantitation limit
µg/L micrograms per litreMOE Table 3 Standard (2011) Ministry of the Environment Soil, Ground Water and Sediment Standards for
Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for Coarse Textured Soil (April 15, 2011).
550 Exceedance of MOE Table 3 Standard (April 15, 2011)
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!( !(
!(
!(
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!(
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!(
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!(
!(
!(
!(
MW11-58
MW11-09B
MW11-24A
MW11-27A
MW11-03A
MW11-12A
MW11-55
MW11-51
MW11-25
MW11-11A
MW11-01B
MW11-15B
MW11-31
MW11-16
MW11-04
MW11-18
MW11-17B
MW11-11B
MW11-59
MW11-24B
MW11-27B
MW11-03B
MW11-12B
MW11-23
MW11-10BMW11-01A
MW11-07 MW11-57
MW11-09A
MW11-02
MW11-17A
MW11-15A
MW11-05MW11-56
MW11-22
MW11-10A
MW-14-8
MW-14-9
MW-14-10MW-14-11
MW-14-12
MW-14-13
MW-14-14
MW-14-15
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\P
arce
lUpd
ates
_201
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hase
II\P
arce
l_I\G
W_P
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nces
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³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Imagery: ESRI World Imagery WMS, 2014Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
GROUNDWATER PAH EXCEEDANCES
FIGURE: 17PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
KD 23 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 23 Apr. 2014LB SD
23 Apr. 201423 Apr. 2014
REFERENCE
!( Not Tested
!( Below MOE Table 3 (2011)!( Exceeds MOE Table 3 (2011)
Building Footprint
Bayside Development LandsParcel 1 Site BoundaryArea of Groundwater PAH Impact
SCALE 1:1,250
25 0 25 50 7512.5
METRES
INDEX MAP
1-MN 1-Methylnaphthalene2-MN 2-MethylnaphthaleneAthe AcenaphtheneAtha Acenaphthylene
A AnthraceneB(b,j)F Benzo [b,j] fluorantheneB(a)A Benzo[a]anthraceneB(a)P Benzo[a]pyrene
B(g,h,i)P Benzo[g,h,i]peryleneB9k)F Benzo[k]fluorantheneCHRY Chrysene
DB(a,h)A Dibenzo[a,h]anthraceneFla FluorantheneFle Fluorene
I(1,2,3-cd)P Indeno[1,2,3-cd]pyreneN NaphthalenePh Phenanthrene
Pyrene Pyrene
1-M
ethy
lnap
htha
lene
2-M
ethy
lnap
htha
lene
Ace
naph
then
e
Ace
naph
thyl
ene
Ant
hrac
ene
Benz
o [b
,j]
fluor
anth
ene
Ben
zo[a
]ant
hrac
ene
Ben
zo[a
]pyr
ene
Ben
zo[g
,h,i]
pery
lene
Ben
zo[k
]fluo
rant
hen
e
Chry
sene
Dib
enzo
[a,h
]ant
hrac
ene
Fluo
rant
hene
Fluo
rene
Inde
no[1
,2,3
-cd
]pyr
ene
Nap
htha
lene
Phe
nant
hren
e
Pyr
ene
ug/L ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l1800 1800 600 1.8 2.4 0.75 1.8 0.81 0.2 0.4 1 0.52 130 400 0.2 1400 580 68
Parameter
(1) Table 3 (2011) - Unit
LIST OF ABBREVIATIONS BEDROCK MONITORING WELLSMW11-02MW11-13MW11-16MW11-23MW11-27AMW11-31
•Tables should be read in conjunction with the accompanying report.• MOE Soil, Groundwater and Sediment Standards for use under part XV.1 of the Environmental Protection Act, April 15, 2011.• Ministry of the Environment Soil, Ground Water and Sediment Standards for Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for coarse Textured Soil (April 15, 2011).
NOTES
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW14-10 9.14 - 12.19 3.4 0.6 1.8 <0.05 0.17 <0.05 <0.05 0.011 <0.05 <0.05 <0.05 <0.05 0.13 0.59 <0.05 9 0.83 0.16
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW14-11 9.14 - 12.19 0.11 0.11 0.11 <0.05 0.075 <0.05 0.055 0.022 <0.05 <0.05 0.09 <0.05 0.16 0.11 <0.05 0.17 0.6 0.24
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW14-12 9.14 - 12.19 3.9 0.42 2.6 <0.05 0.22 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 0.09 1 <0.05 2.2 1.2 0.12
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW14-13 8.38 - 11.43 15 5.7 10 0.08 1 0.11 0.23 0.1 <0.05 <0.05 0.25 <0.05 0.94 3.4 <0.05 29 5.6 1.3
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW14-14 9.75 - 12.8 0.6 0.67 0.45 <0.05 0.13 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 0.16 0.31 <0.05 1.1 0.66 0.21
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A
Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW14-15 9.75 - 12.8 2.9 2.8 2.6 <0.05 0.53 <0.05 <0.05 0.01 <0.05 <0.05 0.05 <0.05 0.39 1.1 <0.05 3.9 0.74 0.49
MW14-10 Date Sampled: 8/05/2014
MW14-11 Date Sampled: 8/05/2014
MW14-14 Date Sampled: 8/05/2014
MW14-15 Date Sampled: 8/05/2014
MW14-12 Date Sampled: 7/05/2014
MW14-13 Date Sampled: 8/05/2014
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CHR
Y
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-01A 3.96 - 7.01 15 0.69 11 0.33 1.8 <0.05 0.13 0.02 <0.05 <0.05 0.15 <0.05 1.2 5.5 <0.05 6.2 9 1.7MW11-01B 1.22 - 3.66 <0.05 <0.05 0.07 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-02 13.31 - 16.36 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-03A 3.96 - 7.01 3.8 0.6 35 <0.5 3 <0.5 <0.5 0.1 <0.5 <0.5 <0.5 <0.5 1.9 10 <0.5 5 14 2.4MW11-03B 0.91 - 3.96 0.46 0.21 0.98 <0.05 0.14 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 0.21 0.51 <0.05 2.7 0.62 0.19
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW11-04 8.53 - 11.6 4.5 3.1 3.9 <0.05 0.17 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 0.08 0.99 <0.05 22 1.2 0.1
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-05 9.08 - 12.08 8.7 1.2 6.6 <0.05 0.92 <0.05 0.14 0.04 <0.05 <0.05 0.12 <0.05 0.81 2.6 <0.05 2.1 3.2 1
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-07 9.68 - 12.73 14 10 8.3 <0.5 (2) 1.3 <0.05 0.09 0.01 <0.05 <0.05 0.13 <0.05 0.89 4.5 <0.05 32 9 1.1
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-09A 8.38 - 11.79 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 0.23MW11-09B 3.96 - 7.01 3.4 1.3 1.5 <0.05 0.36 <0.05 <0.05 <0.01 <0.05 <0.05 0.05 <0.05 0.37 1.1 <0.05 0.62 3.9 0.52
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW11-10A 3.96 - 7.01 4 0.34 8.3 0.14 0.84 0.13 0.27 0.16 0.07 0.05 0.22 <0.05 0.76 2.8 0.06 0.58 0.57 1.2MW11-10B 1.22 - 3.66 <0.05 <0.05 0.14 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.05 <0.03 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-11A 7.01 - 10.06 7.3 2.8 5.7 <0.05 0.94 <0.05 0.06 0.02 <0.05 <0.05 0.06 <0.05 0.6 2.1 <0.05 20 4.8 0.71MW11-11B 3.9 - 7.01 12 2.8 8.6 0.1 1.4 0.06 0.23 0.04 <0.05 <0.05 0.28 <0.05 1.4 3.7 <0.05 8.6 7.9 2
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB(
a,h)
A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-12A 3.96 - 7.01 9.3 1.1 7.6 0.28 1.2 0.07 0.19 0.06 <0.05 <0.05 0.24 <0.05 1.2 4.5 <0.05 1.4 7.7 1.7MW11-12B 1.22 - 3.96 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.52 <0.03 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-15A 7.01 -10.06 33 8.8 21 0.18 2.6 0.06 0.18 0.06 <0.05 <0.05 0.19 <0.05 1.4 12 <0.05 41 18 1.7MW11-15B 3.96 - 7.01 4.8 2.2 3.1 <0.05 0.39 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 0.2 1.8 <0.05 1.2 3.7 0.26
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-16 18.21 - 21.26 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-17A 4.57 - 7.62 <0.05 <0.05 0.2 <0.05 0.07 0.1 0.18 0.07 <0.05 <0.05 0.39 <0.05 0.58 0.13 <0.05 <0.1 (2) 0.18 2MW11-17B 1.07 - 4.11 <0.05 <0.05 0.61 <0.05 0.1 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 0.29 0.18 <0.05 0.12 0.65 0.2
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW11-18 9.14 - 12.19 15 0.23 10 0.09 0.37 <0.05 0.05 <0.01 <0.05 <0.05 <0.05 <0.05 0.27 1.9 <0.05 1 0.09 0.36
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB(
a,h)
A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-22 8.46 - 11.5 15 9 7.9 <0.5 (2) 1.1 <0.05 <0.05 <0.01 <0.05 <0.05 0.06 <0.05 0.57 3.7 <0.05 56 7.6 0.7
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-23 13.59 - 16.64 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-24A 3.96 - 7.01 1.7 0.27 2.8 0.12 0.26 0.1 0.24 0.08 <0.05 <0.05 0.35 <0.05 1.2 0.42 <0.05 1.3 0.1 1.7MW11-24B 1.22 - 3.66 0.87 0.22 3.1 0.19 2 2.9 3 2.5 1.3 1.2 2.5 0.41 8.6 2.1 1.4 0.85 7.4 7.2
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW 11-25 9.7 - 12.75 <0.05 <0.05 <0.5 (2) <0.05 0.06 <0.05 <0.05 0.03 <0.05 <0.05 0.07 <0.05 0.17 <0.05 <0.05 <0.05 0.05 0.55
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-27A 8.51 - 11.56 94 130 41 0.16 2.3 <0.05 0.21 0.03 <0.05 <0.05 0.2 <0.05 1.5 10 <0.05 770 12 2MW11-27B 13.89 - 15.4 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW 11-31 9.83 - 12.88 <0.05 <0.05 0.38 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.03 0.07
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW 11-51 9.83 - 12.88 4.3 6.4 2.8 0.15 1.7 0.29 0.83 0.26 0.1 0.08 1.6 <0.05 2.2 3.4 0.09 3.9 28 4.3
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-55 8.69 - 11.77 6.6 3.4 3.5 <0.05 0.62 <0.05 0.18 0.04 <0.05 <0.05 0.24 <0.05 0.6 1.7 <0.05 13 7 0.95
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-56 8.26 - 11.31 35 30 16 <0.5 (2) 1.8 <0.05 0.12 0.02 <0.05 <0.05 0.15 <0.05 1.1 5.9 <0.05 140 9.2 1.4
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-57 9.94 - 12.95 0.42 0.33 0.54 <0.05 0.19 0.06 0.1 0.06 <0.05 <0.05 0.13 <0.05 0.45 0.37 <0.05 0.24 0.83 0.67
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-58 9.93 - 12.98 0.31 <0.05 1.3 0.07 <0.05 0.05 0.12 0.05 <0.05 <0.05 0.19 <0.05 0.43 <0.05 <0.05 0.11 0.07 1.1
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW11-59 9.65 - 12.74 1.1 1 1.1 <0.05 0.32 0.05 0.09 0.04 <0.05 <0.05 0.13 <0.05 0.38 0.67 <0.05 1.5 2 0.54
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fla
Fle
I(1,2
,3-
cd)P N Ph
Pyr
ene
MW14-8 8.69 - 11.73 0.21 <0.05 0.16 <0.05 <0.05 <0.05 <0.05 <0.01 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.23 0.095 <0.05
IDScreen interval
(m) 1-M
N
2-M
N
Ath
e
Ath
a
A
B(b
,j)F
B(a
)A
B(a
)P
B(g
,h,i)
P
B9k
)F
CH
RY
DB
(a,h
)A Fl
a
Fle
I(1,2
,3-
cd)P N Ph
Pyre
ne
MW14-9 9.75 - 12.8 1.3 1.6 2 0.05 0.47 0.06 0.1 0.055 <0.05 <0.05 0.15 <0.05 0.48 0.81 <0.05 4.5 2.4 0.68
09/09/2011
13/09/2011
07/09/2011
07/09/2011
13/09/2011
07/09/2011
15/09/2011
13/09/2011
08/09/2011
08/09/2011
07/09/2011
15/09/2011
09/09/2011
13/09/2011
09/09/2011
07/09/2011
07/09/2011
13/09/2011
MW11-59 Date Sampled:
Date Sampled:
MW11-23 Date Sampled:
MW11-24 Date Sampled:
MW11-18 Date Sampled:
MW11-22 Date Sampled:
MW11-16 Date Sampled:
13/09/2011
09/09/2011
09/09/2011
13/09/2011
09/09/2011
14/09/2011
16/09/2011
09/09/2011
MW11-57 Date Sampled:
MW11-58 Date Sampled:
MW11-55 Date Sampled:
MW11-56 Date Sampled:
MW11-31 Date Sampled:
MW11-51 Date Sampled:
MW11-25 Date Sampled:
MW11-27
MW11-10 Date Sampled:
MW11-11 Date Sampled:
MW11-07 Date Sampled:
MW11-09 Date Sampled:
MW11-17 Date Sampled:
MW11-12 Date Sampled:
MW11-15 Date Sampled:
MW11-04 Date Sampled:
MW11-05 Date Sampled:
Date Sampled:
MW11-02 Date Sampled:
MW11-03 Date Sampled:
MW11-01
MW14-8 Date Sampled: 7/05/2014
MW14-9 Date Sampled: 7/05/2014
-- not analyzed< concentration not detected above the laboratory estimated quantitation limit
µg/L micrograms per litreMOE Table 3 Standard (2011) Ministry of the Environment Soil, Ground Water and Sediment Standards for
Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for Coarse Textured Soil (April 15, 2011).
550 Exceedance of MOE Table 3 Standard (April 15, 2011)
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
!(
MW11-09B
MW11-03A
MW11-12A
MW11-25
MW11-01B
MW11-13
MW11-31
MW11-16
MW11-04
MW11-17B
MW11-03B
MW11-12B
MW11-01A
MW11-07
MW11-09A
MW11-02
MW11-17A
MW11-05
MW-14-8
MW-14-9
MW-14-10MW-14-11
MW-14-12
MW-14-13
MW-14-14
MW-14-15
MW14-16
G:\P
roje
cts\
2011
\11-
1152
-001
0_W
ater
front
_Bay
front
\GIS
\MX
Ds\
Rep
ortin
g\P
arce
lUpd
ates
_201
4\P
hase
II\P
arce
l_I\G
W_M
etal
s_In
orga
nics
_Exc
eeda
nces
_w_t
bles
.mxd
³LEGEND
Base Data - MNR NRVIS, obtained 2004, CANMAP v2006.4Imagery: ESRI World Imagery WMS, 2014Produced by Golder Associates Ltd under licence from Ontario Ministry of Natural Resources, © Queens Printer 2008Projection: Transverse Mercator Datum: NAD 83 Coordinate System: UTM Zone 17N
REV. 0.0
Mississauga, Ontario
DESIGN
METALS AND INORGANICSIN GROUNDWATER
FIGURE: 18PROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
KD 23 Apr. 2014
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 23 Apr. 2014LB SD
23 Apr. 201423 Apr. 2014
REFERENCE
!( Not Tested
!( Below MOE Table 3 (2011)!( Exceeds MOE Table 3 (2011)
Building FootprintBayside Development Lands
Parcel 1 Site BoundaryArea of Groundwater Metals and Inorganics Impact
SCALE 1:1,250
25 0 25 50 7512.5
METRES
•Tables should be read in conjunction with the accompanying report.• MOE Soil, Groundwater and Sediment Standards for use under part XV.1 of the Environmental Protection Act, April 15, 2011.• For exceedance details refer to tables in accompanying document.• Plain section: 2011 MOE Table 3 Standards for properties in a non-potable groundwater condition, residential, parkland or institutional land use and fine to medium textured soil.• Plain section: 2011 MOE Table 3 Standards for properties in a non-potable groundwater condition, residential, parkland or institutional land use and fine to medium textured soil.• Monitoring wells designated A and B denote deep and shallow nested pairs respectively.
NOTES
INDEX MAP
LIST OF ABBRIEVIATIONS
Chlo
ride
Cya
nide
(fre
e)
Antim
ony,
Dis
solv
ed
Arse
nic,
Dis
solv
ed
Bariu
m, D
isso
lved
Bery
llium
, Dis
solv
ed
Boro
n, D
isso
lved
Cadm
ium
, Dis
solv
ed
Chr
omiu
m, D
isso
lved
Cob
alt,
Dis
solv
ed
Copp
er, D
isso
lved
Tota
l Chr
omiu
m
Lead
, Dis
solv
ed
Mer
cury
Mol
ybde
num
, Dis
solv
ed
Nic
kel,
Dis
solv
ed
Sele
nium
, Dis
solv
ed
Silv
er, D
isso
lved
Sodi
um, D
isso
lved
Thal
lium
, Dis
solv
ed
Ura
nium
, Dis
solv
ed
Van
adiu
m, D
isso
lved
Zinc
, Dis
solv
ed
mg/L ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l
2300 66 20000 1900 29000 67 45000 2.7 810 66 87 8 25 0.29 9200 490 63 1.5 2300000 510 -- 250 1100( 1) Table 3 (2011) -
Groundwater
Unit
Parameter Parameter
Unit( 1 ) Table 3 (2011) -
Groundwater
Sb AntimonyAs ArsenicBa BariumBe BerylliumB BoronB (HWS) Boron, Hot Water SolubleCd CadmiumCr ChromiumCo CobaltCu CopperCr (tot) Total ChromiumPb LeadHg MercuryMb MolybdenumNi NickelSe SeleniumAg SilverTh Thalliumug/g UraniumV VanadiumZ ZincSAR Sodium Adsorption RatioCl ChlorideEC ConductivityCN Cyanide (free)No3 Nitrate as NNO2 Nitrite as NN Nitrogen, Nitrate-NitriteTKN Nitrogen, Total KjeldahlpH pH
MW11‐02MW11‐13MW11‐16MW11‐23MW11‐27AMW11‐31
BEDROCK MONITORING WELLS
MW11-01 07/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni
Se Ag
Na Th U V Zn
MW11-01A 3.96 - 7.01 260 <2 MW11-01A 3.96 - 7.01 <0.5 2 590 <0.5 150 <0.1 <5 15 <1 <5 <0.5 <0.1 1.2 2 <2 <0.1 220000 <0.05 1.4 1.7 8MW11-01B 1.22 - 3.66 380 2 MW11-01B 1.22 - 3.66 <0.5 <1 200 <0.5 180 0.1 <5 4.4 6 <5 <0.5 <0.1 8.3 3 <2 <0.1 250000 <0.05 8 0.7 6
MW11-02 07/09/2011
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As
Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni Se Ag Na
Th U V Zn
MW11-02 13.31 - 16.36 720 <2 MW11-02 13.31 - 16.36 <0.5 <1 1600 <0.5 3800 <0.1 <5 0.8 <1 <5 <0.5 <0.1 <0.5 4 <2 <0.1 680000 <0.05 0.4 <3 (3) <5
MW11-03 07/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni
Se Ag
Na Th U V Zn
MW11-03A 3.96 - 7.01 260 6 MW11-03A 3.96 - 7.01 0.5 3 150 <0.5 140 <0.1 <5 6.4 <1 <5 <0.5 <0.1 16 7 <2 <0.1 190000 <0.05 3 3.1 5MW11-03B 0.91 - 3.96 280 <2 MW11-03B 0.91 - 3.96 0.7 2 120 <0.5 120 <0.1 <5 2.5 2 <5 <0.5 <0.1 17 3 <2 <0.1 290000 0.11 5.6 5.1 <5
MW11-04 08/09/2011
ID Screen interval (m) C
l
CN IDScreen interval
(m)
Sb As
Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni
Se Ag Na
Th U V Zn
MW11-04 8.53 - 11.6 88 <4 (3) MW11-04 8.53 - 11.6 <0.5 1 710 <0.5 180 <0.1 <5 17 <1 <5 <0.5 <0.1 1.9 2 <2 <0.1 69000 <0.05 1 1.5 9
MW11-05 08/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni
Se Ag
Na Th U V Zn
MW11-05 9.08 - 12.08 140 <2 MW11-05 9.08 - 12.08 <0.5 1 560 <0.5 190 <0.1 <5 17 1 <5 <0.5 <0.1 0.9 2 <2 <0.1 82000 <0.05 0.6 1.7 7
MW11-07 13/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag
Na Th U V Zn
MW11-07 9.68 - 12.73 43 <2 MW11-07 9.68 - 12.73 <0.5 2 620 <0.5 120 <0.1 5 28 <1 <5 <0.5 <0.1 0.7 <1 <2 <0.1 30000 <0.05 0.5 1.2 6
MW11-09 15/09/2011
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni Se Ag Na Th U V Zn
MW11-09A 8.38 - 11.79 47 <2 MW11-09A 8.38 - 11.79 <0.5 <1 550 <0.5 150 <0.1 <5 25 <1 <5 <0.5 <0.1 <0.5 <10 (3) <2 <0.1 28000 <0.05 0.2 0.6 <5MW11-09B 3.96 - 7.01 1000 <2 MW11-09B 3.96 - 7.01 <0.5 15 640 <0.5 500 <0.1 <10 (3) 9.8 <2 <5 0.6 <0.1 3.8 5 <4 <0.1 430000 <0.05 1.5 <1 (3) <5
MW11-12 07/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag Na Th U V Zn
MW11-12A 3.96 - 7.01 180 <2 MW11-12A 3.96 - 7.01 <0.5 3 610 <0.5 170 <0.1 5 28 2 <5 <0.5 <0.1 5.4 6 <2 <0.1 120000 <0.05 10 2.1 10MW11-12B 1.22 - 3.96 530 <2 MW11-12B 1.22 - 3.96 <0.5 <1 330 <0.5 300 0.1 <5 4.3 4 <5 <0.5 <0.1 8.2 2 <2 <0.1 260000 0.06 10 <3 (3) <5
MW11-13 07/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag
Na Th U V Zn
MW11-13 15.2 - 18.3 150 2 MW11-13 15.2 - 18.3 1.7 <1 1000 <0.5 360 <0.1 <5 1.2 <1 <5 <0.5 <0.1 13 2 <2 <0.1 88000 <0.05 0.4 <0.5 51
MW11-16 13/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag Na Th U V Zn
MW11-16 18.21 - 21.26 3200 3 MW11-16 18.21 - 21.26 <0.5 4 8500 <0.5 3200 0.1 <5 2.1 <1 <5 <0.5 <0.1 <0.5 <1 <2 <0.1 2000000 <0.05 0.2 <0.5 <5
MW11-17 09/09/2011
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As
Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni Se Ag Na Th U V Zn
MW11-17A 4.57 - 7.62 370 7 MW11-17A 4.57 - 7.62 0.9 1 220 <0.5 250 <0.1 <5 1.5 <1 <5 <0.5 <0.1 0.8 1 <2 0.1 170000 <0.05 0.2 0.7 <5MW11-17B 1.07 - 4.11 290 <2 MW11-17B 1.07 - 4.11 0.6 4 220 <0.5 240 <0.1 <5 0.5 <1 <5 <0.5 <0.1 <0.5 <1 <2 0.2 140000 <0.05 <0.1 1.1 <5
MW11-25 13/09/2011
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag Na Th U V Zn
MW 11-25 9.7 - 12.75 38 <2 MW 11-25 9.7 - 12.75 <0.5 2 550 <0.5 170 <0.1 <5 38 <1 <5 <0.5 <0.1 13 10 <2 <0.1 260000 <0.05 26 1.3 11
MW11-31 14/09/2011
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As
Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni Se Ag Na Th U V Zn
MW 11-31 9.83 - 12.88 670 <2 MW 11-31 9.83 - 12.88 <0.5 5 780 <0.5 1200 <0.1 <5 1.5 <1 <5 <0.5 <0.1 11 1 <2 <0.1 630000 <0.05 1.1 <3 (3) <5
MW14-8 7/05/2014
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As
Ba Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni Se Ag Na Th U V Zn
MW 14-8 8.69 - 11.73 -- <2 MW 14-8 8.69 - 11.73 <0.5 <1 2500 <0.5 390 <0.1 <5 4.3 <1 <0.5 <0.5 <0.1 <0.5 <2 <2 <0.1 95000 <0.05 <0.1 0.75 <5
MW14-9 7/05/2014
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As
Ba Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni Se Ag Na Th U V Zn
MW 14-9 9.75 - 12.8 -- <2 MW 14-9 9.75 - 12.8 <0.5 <1 1000 <0.5 170 <0.1 <5 22 <1 <0.5 <0.5 <0.1 1.3 1.9 <2 <0.1 47000 <0.05 1.6 <0.5 <5
MW14-10 8/05/2014
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As
Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni Se Ag Na
Th U V Zn
MW 14-10 9.14 - 12.19 -- 7 MW 14-10 9.14 - 12.19 <0.5 <1 2600 <0.5 460 <0.1 <5 8.7 <1 <0.5 <0.5 <0.1 0.59 <5.0 (1) <2 <0.1 120000 <0.05 0.36 0.56 <5
MW14-11 8/05/2014
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As
Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni
Se Ag
Na
Th U V Zn
MW 14-11 9.14 - 12.19 -- <2 MW 14-11 9.14 - 12.19 <0.5 1.1 1600 <0.5 160 <0.1 <5 5.2 <1 <0.5 <0.5 <0.1 <0.5 <5.0 (1) <2 <0.1 47000 <0.05 0.14 0.88 <5
MW14-12 7/05/2014
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co Cu Cr V
I
Pb Hg Mo Ni
Se Ag
Na Th U V Zn
MW 14-12 9.14 - 12.19 -- <2 MW 14-12 9.14 - 12.19 <0.5 <1 1900 <0.5 280 <0.1 <5 4.7 <1 <0.5 <0.5 <0.1 <0.5 <2 <2 <0.1 90000 <0.05 <0.1 <0.5 <5
MW14-13 8/05/2014
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag
Na Th U V Zn
MW 14-13 8.38 - 11.43 -- <2 MW 14-13 8.38 - 11.43 <0.5 <1 2000 <0.5 140 <0.1 <5 23 <1 <0.5 <0.5 <0.1 0.89 <2.0 (1) <2 <0.1 80000 <0.05 0.66 0.66 <5
MW14-14 8/05/2014
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba
Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag
Na Th U V Zn
MW 14-14 9.75 - 12.8 -- <2 MW 14-14 9.75 - 12.8 <0.5 2 980 <0.5 160 <0.1 <5 44 <1 <0.5 <0.5 <0.1 3.7 3.7 <2 <0.1 62000 <0.05 4.6 0.8 9.4
MW14-15 8/05/2014
ID Screen interval (m) C
l
CN ID
Screen interval
(m)
Sb As Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni
Se Ag Na Th U V Zn
MW 14-15 9.75 - 12.8 -- <2 MW 14-15 9.75 - 12.8 <0.5 2.3 950 <0.5 180 <0.1 <5 29 <1 <0.5 <0.5 <0.1 4.2 2.2 <2 <0.1 47000 <0.05 3.2 0.7 7.7
MW14-16 9/05/2014
ID Screen interval (m) Cl CN ID
Screen interval
(m)
Sb As Ba Be B Cd
Cr T
ot
Co
Cu
Cr V
I
Pb Hg
Mo Ni Se Ag Na Th U V Zn
MW 14-16 22.94 - 25.98 25000 <2 MW 14-16 22.94 - 25.98 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
Date Sampled:
Date Sampled: 09/09/2011
13/09/2011Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
Date Sampled:
07/09/2011
Date Sampled: 13/09/2011
Date Sampled: 14/09/2011
Date Sampled: 13/09/2011
Date Sampled: 15/09/2011
Date Sampled: 07/09/2011
MW11-13
MW11-16
MW11-17
MW11-05
MW11-04
MW11-12
MW11-09
MW11-07
Date Sampled: 07/09/2011
MW11-03
MW11-02
MW11-01
Date Sampled: 07/09/2011
Date Sampled: 07/09/2011
Date Sampled: 08/09/2011
Date Sampled: 08/09/2011
Date Sampled: MW14-16 Date Sampled: 9/05/2014
MW11-25
MW11-31Date Sampled:
Date Sampled: MW14-8 Date Sampled: 7/05/2014
Date Sampled: MW14-9 Date Sampled: 7/05/2014
Date Sampled: MW14-10 Date Sampled: 8/05/2014
Date Sampled: MW14-11 Date Sampled: 8/05/2014
Date Sampled: MW14-12 Date Sampled: 7/05/2014
Date Sampled: MW14-15 Date Sampled: 8/05/2014
Date Sampled: MW14-13 Date Sampled: 8/05/2014
Date Sampled: MW14-14 Date Sampled: 8/05/2014
-- not analyzed< concentration not detected above the laboratory estimated quantitation limit
µg/L micrograms per litreMOE Table 3 Standard (2011) Ministry of the Environment Soil, Ground Water and Sediment Standards for
Use Under Part XV.1 of the Environmental Protection Act, Table 3: Full Depth Generic Site Condition Standards in a Non-Potable Ground Water Condition for All Types of Property Use and for Coarse Textured Soil (April 15, 2011).
550 Exceedance of MOE Table 3 Standard (April 15, 2011)
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m O/S 3.4 m
B A B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03 MW11-12
O/S -2.1 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
PAH
PAH
PAH
PAH
PAH
PAH
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"PAH" IN SOIL
19aMississauga, Ontario, Canada
1111520010AEE19a.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
SOIL QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m
B A
MW11-12O/S -2.1 m
B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHCPHC
PHC
PHC
PHC
PHC
PHC
PHC
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03
O/S 3.4 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"PHC" IN SOIL
19bMississauga, Ontario, Canada
1111520010AEE19b.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
SOIL QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m
B A
MW11-12O/S -2.1 m
B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
VOC
VOC
VOC
VOC
VOC
VOC
VOC
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03
O/S 3.4 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
VOC
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"VOC" IN SOIL
19cMississauga, Ontario, Canada
1111520010AEE19c.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER VOC CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
SOIL QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m
B A
MW11-12O/S -2.1 m
B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
Metals
Metals Metals
Metals
MetalsMetals
Metals
Metals
Metals
Metals
Metals
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03
O/S 3.4 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
Metals
Metals
Metals
Metals
Metals
Metals
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"METALS" AND "INORGANICS"
IN SOIL
19dMississauga, Ontario, Canada
1111520010AEE19d.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
0
SCALE
3 3 6
VERTICAL 1:150 METRES
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER METALS CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
NOTES:
SOIL QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
PAH
PAHPAHPAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m O/S 3.4 m
B A B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03 MW11-12
O/S -2.1 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
PAH PAHPAH
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"PAH" IN GROUNDWATER
19eMississauga, Ontario, Canada
1111520010AEE19e.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
EXTENT OF GROUNDWATER IMPACT
WATER LEVEL AUGUST 2011
PHC
PHCPHCPHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m
B A
MW11-12O/S -2.1 m
B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03
O/S 3.4 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
PHC PHCPHC
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"PHC" IN GROUNDWATER
19fMississauga, Ontario, Canada
1111520010AEE19f.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
EXTENT OF GROUNDWATER IMPACT
WATER LEVEL AUGUST 2011
VOC
VOC
VOC
VOC
VOC
VOC
VOC
VOC
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m
B A
MW11-12O/S -2.1 m
B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03
O/S 3.4 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
VOC VOCVOC
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"VOC" IN GROUNDWATER
19gMississauga, Ontario, Canada
1111520010AEE19g.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER VOC CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
Metals
Metals
Metals
Metals
Metals
Metals
Metals
Metals
Metals
Metals
MW11-01O/S -2.4 m
B A
MW11-02O/S -14.8 m
B A
MW11-12O/S -2.1 m
B A
MW11-13O/S 20.8 m
MW11-15O/S -13.4 m
B A
MW11-22O/S 1.4 m
MW11-23O/S 16.0 m
0 25 50 75 100 125 150 175 200
60 60
65 65
70 70
75 75
80 80
85 85
DISTANCE (m)
ELEV
ATIO
N (m
)
ELEV
ATIO
N (m
)
A A'
FORMER MT-29 BUILDING
OVERBURDEN
SHALE
EXISTINGGROUND SURFACE
MW14-08O/S -37.1 m
MW14-10O/S -24.4 mMW11-03
O/S 3.4 m
MW11-51O/S -1.2 m
MW11-57O/S -7.3 m
MW14-14O/S -14.7 m
MW11-25O/S -13.3 m
MW11-31O/S 2.0 m
EXISTINGCONCRETE FLOOR SLAB
MW14-15O/S -11.5 m
Metals MetalsMetals
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION A - A'"METALS" AND "INORGANICS"
IN GROUNDWATER
19hMississauga, Ontario, Canada
1111520010AEE19h.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
0
SCALE
3 3 6
VERTICAL 1:150 METRES
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER METALS CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
NOTES:
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
PAHPAH
PAH
PAH
PAH
PAH
PAH
PAHPAH
PAH
PAH
PAHPAH
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
SHALESHALE
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PHC
OVERBURDEN
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"PAH" IN SOIL
20aMississauga, Ontario, Canada
1111520010AEE20a.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKENFROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
SOIL QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
PHC PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
OVERBURDEN
SHALE
PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC PHC
PHC
PHC
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"PHC" IN SOIL
20bMississauga, Ontario, Canada
1111520010AEE20b.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKENFROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
SOIL QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
VOC
VOC
VOC
VOC
VOC
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
OVERBURDEN
SHALE
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"VOC" IN SOIL
20cMississauga, Ontario, Canada
1111520010AEE20c.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
0
SCALE
3 3 6
VERTICAL 1:150 METRES
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER VOC CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
NOTES:
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
Metals
Metals
Metals
Metals
Metals
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
OVERBURDEN
SHALE
Metals
Metals
Metals
Metals Metals
Metals
Metals
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"METALS" AND "INORGANICS"
IN SOIL
20dMississauga, Ontario, Canada
1111520010AEE20d.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
SOIL QUALITY MEETSAPPLICABLE STANDARDS
SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS
0
SCALE
3 3 6
VERTICAL 1:150 METRES
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER METALS CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
6. GROUNDWATER INORGANICS CONCENTRATIONS EXCEEDTHE APPLICABLE STANDARDS AT MW11-16 ONLY.
NOTES:
SOIL QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
PAHPAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
PAH
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
OVERBURDEN
SHALE
OVERBURDEN
SHALE
PAH
PAHPAH PAH
PAH PAH
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"PAH" IN GROUNDWATER
20eMississauga, Ontario, Canada
1111520010AEE20e.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKENFROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
EXTENT OF GROUNDWATER IMPACT
WATER LEVEL AUGUST 2011
PHC PHC
PHC
PHC
PHC
PHC
PHC
PHC
PHC
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
OVERBURDEN
SHALE
PHC PHC PHC
PHCPHC
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"PHC" IN GROUNDWATER
20fMississauga, Ontario, Canada
1111520010AEE20f.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKENFROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
NOTES:
0
SCALE
3 3 6
VERTICAL 1:150 METRES
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
EXTENT OF GROUNDWATER IMPACT
WATER LEVEL AUGUST 2011
VOC
VOC
VOC
VOC
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
OVERBURDEN
SHALE
VOCVOC VOC
VOC
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"VOC" IN GROUNDWATER
20gMississauga, Ontario, Canada
1111520010AEE20g.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
0
SCALE
3 3 6
VERTICAL 1:150 METRES
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER VOC CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
NOTES:
Metals
Metals
0 25 50 75 100 125 150 175DISTANCE (m)
B B'
Metals
Metals
Metals
60
65
70
75
80
ELEV
ATIO
N (m
)
55
60
65
70
75
80
ELEV
ATIO
N (m
)
55
MW11-04O/S 3.9 m
MW11-15O/S -10.8 m
B A
MW11-16O/S -32.6 m
MW11-23O/S -3.8 m
MW11-27O/S -0.4 m
B A
MW11-55O/S 1.5 m
MW11-56O/S 2.4 m
EXISTINGGROUND SURFACE
MW14-08O/S 10.9 m
MW14-11O/S -11.2 m
MW14-12O/S -21.5 m
MW11-05O/S -9.3 m
MW11-14O/S -12.3 m
MW11-22O/S -6.0 m
MW14-10O/S -6.4 m
OVERBURDEN
SHALE
Metals Metals
Metals Metals
MetalsMetals
Metals
Metals
Metals
PHASE II ESABAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
CROSS SECTION B - B'"METALS" AND "INORGANICS"
IN GROUNDWATER
20hMississauga, Ontario, Canada
1111520010AEE20h.dwg11-1152-0010
AS SHOWN E
DD/JFC July 9, 2014
LB July 9, 2014
0
SCALE
15 15 30
HORIZONTAL 1:750 METRES
LEGEND:
MONITORING WELLINSTALLATION
13-01BOREHOLE NUMBERAND OFFSET FROM
CROSS-SECTION LINE
GROUNDWATER LEVEL
O/S 2.8 m
0
SCALE
3 3 6
VERTICAL 1:150 METRES
1. FOR DETAILED SOIL STRATIGRAPHY REFER TO RECORD OFBOREHOLE SHEETS.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITHACCOMPANYING REPORT.
3. FIGURE 5 INDICATES THE LOCATION OF THE CROSS SECTION.
4. WATER LEVEL MEASUREMENTS TAKEN FROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.
5. NO GROUNDWATER METALS CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.
6. GROUNDWATER INORGANICS CONCENTRATIONS EXCEEDTHE APPLICABLE STANDARDS AT MW11-16 ONLY.
NOTES:
GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS
GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS
WATER LEVEL AUGUST 2011
FIGURE 21 Conceptual Site Model for Ecological Receptors – VOCs
Exposure pathway is completeExposure pathway is incomplete
CKD: SD Project Number:
CAD: SCDate: April 2014
Contaminant Source
Exposure Pathway
Environmental Transport and Residency Media
Contaminant Release Mechanism
Ecological Receptor
Soil
Groundwater
Root Uptake
Leaching
Erosion
Volatilization
Direct Uptake
Migration
Volatilization
Contaminant Medium
An area of xylene-contaminated soil is likely attributable to
releases from former parts washing or
similar operations that took place within the Marine Terminal 29
building
Plants
Sediment
Outdoor Air
Soil
Soil Invertebrates
Surface Water
Outdoor Air
Groundwater
Inhalation
Direct Contact
Root Uptake
Ingestion
Foliar Uptake/ Deposition
Ingestion
Inhalation
Direct Contact
Root Uptake
Foliar Uptake
Ingestion
Ingestion
Root Uptake Plants
Soil Invertebrate
Plants
Mammals & Birds
Mammals & Birds
Plants
Mammals & Birds
Soil Invertebrate
Plants
Mammals & Birds
Mammals & Birds
Plants
Mammals & Birds
FIGURE 22Conceptual Site Model for Ecological Receptors – Metals and Inorganics
Exposure pathway is completeExposure pathway is incomplete
CKD: SD Project Number:
CAD: SCDate: April 2014
Contaminant Source
Exposure Pathway
Environmental Transport and Residency Media
Contaminant Release Mechanism
Ecological Receptor
Soil
Groundwater
Root Uptake
Leaching
Erosion
Volatilization
Direct Uptake
Contaminant Medium
Metals and inorganics were present in fill materials that were historically used to
construct the Bayside lands Soil Invertebrate
Plants
Mammals & Birds
Mammals & Birds
Plants
Sediment
Outdoor Air
Soil
Soil Invertebrates
Inhalation
Direct Contact
Root Uptake
Ingestion
Foliar Uptake/ Deposition
Ingestion
Plants
Mammals & Birds
FIGURE 23Conceptual Site Model for Ecological Receptors – PAHs
Exposure pathway is completeExposure pathway is incomplete
CKD: SD Project Number:
CAD: SCDate: April 2014
Contaminant Source
Exposure Pathway
Environmental Transport and Residency Media
Contaminant Release Mechanism
Ecological Receptor
Soil
Groundwater
Root Uptake
Leaching
Erosion
Volatilization
Direct Uptake
Migration
Volatilization
Contaminant Medium
PAHs released at the CSO on the adjacent portion of the Bayside
lands to the east
Plants
Sediment
Outdoor Air
Soil
Soil Invertebrates
Surface Water
Outdoor Air
Groundwater
Inhalation
Direct Contact
Root Uptake
Ingestion
Foliar Uptake/ Deposition
Ingestion
Inhalation
Direct Contact
Root Uptake
Foliar Uptake
Ingestion
Ingestion
Root Uptake Plants
Soil Invertebrate
Plants
Mammals & Birds
Mammals & Birds
Plants
Mammals & Birds
Soil Invertebrate
Plants
Mammals & Birds
Mammals & Birds
Plants
Mammals & Birds
FIGURE 24 Conceptual Site Model for Ecological Receptors – PHCs
Exposure pathway is completeExposure pathway is incomplete
CKD: SD Project Number:
CAD: SCDate: April 2014
Contaminant Source
Exposure Pathway
Environmental Transport and Residency Media
Contaminant Release Mechanism
Ecological Receptor
Soil
Groundwater
Root Uptake
Leaching
Erosion
Volatilization
Direct Uptake
Migration
Volatilization
Contaminant Medium
PHCs are a component of the coal-tar that was released at the CSO on the adjacent portion of the Bayside lands to the east. Additional
contributions of PHCsto soil and groundwater
likely originated from former fueling stations
situated on the Site and on adjacent lands to the east of the Site.
Plants
Sediment
Outdoor Air
Soil
Soil Invertebrates
Surface Water
Outdoor Air
Groundwater
Inhalation
Direct Contact
Root Uptake
Ingestion
Foliar Uptake/ Deposition
Ingestion
Inhalation
Direct Contact
Root Uptake
Foliar Uptake
Ingestion
Ingestion
Root Uptake Plants
Soil Invertebrate
Plants
Mammals & Birds
Mammals & Birds
Plants
Mammals & Birds
Soil Invertebrate
Plants
Mammals & Birds
Mammals & Birds
Plants
Mammals & Birds
PARCEL 1 – BAYSIDE DEVELOPMENT LANDS
July 2014 Report No. 11-1152-0010
APPENDIX A - Site Survey Plan
G:\Pr
ojects
\2011
\11-11
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10_W
aterfro
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yfron
t\GIS\
MXDs
\Rep
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\Parce
lUpda
tes_2
014\P
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_Surv
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lan.m
xd
REV. 0.0
Mississauga, Ontario
DESIGN
PARCEL 1SURVEY PLAN
FIGURE: APROJECT NO. 11-1152-0010 SCALE AS SHOWN
PROJECT
TITLE
GIS
REVIEW
PRM 14 Nov. 2008
CHECK
PHASE II ENVIRONMENTAL SITE ASSESSMENTBAYSIDE PHASE 1 DEVELOPMENT PARCEL 1,
255 AND 261 QUEEN'S QUAY EAST, TORONTO, ONTARIO
KD 20 Jun. 2014LB SD
20 Jun. 201420 Jun. 2014
Golder Associates Ltd. 6925 Century Avenue Mississauga, Ontario, L5N 7K2 Canada T: +1 (905) 567 4444