ontario ministry of the environment - record of site ... 214846.pdf · queens quay east, toronto,...

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

1 of 22Filed Record of Site Condition # 214846 on 2014/09/04

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


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


Please See the Signed Statements of Property Owner, or Agent, or Receiver at the End of this RSC

The rest of this page has been left intentionally blank


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


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


Author of Report


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.


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


Author of Report


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


Phase II Environmental Site Assessment, TEDCO Lands – East Bayfront, Draft Report



Phase II Environmental Site Assessment (May 2008 Update), TEDCO Lands – East Bayfront, Final Report



Draft, Interpretative Report – Phase II Environmental Site Assessment for Waters Edge Promenade (Bayside), Toronto, Ontario


Final Draft, Factual Report – Phase II Environmental Site Assessment for Waters Edge Promenade (Bayside), Toronto, Ontario


Delineation of Coal Tar Impacts in the Eastern Portion of Bayside, Toronto, Ontario


Draft Coal Tar Subsurface Investigation – Bayside Development Lands, 261 Queens Quay East and Small Street, Toronto, Ontario

2012/05/12 Silvia Mancini, Steven Desrocher


Report On: Phase II Environmental Site Assessment at 261 Queens Quay East, Ontario

2012/10/01 Leon Burger, Steven Desrocher, Edmund Rodrigues



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


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


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


38 Dichloroethane, 1,2- < 0.05 0.05 µg/g

39 Dichloroethylene, 1,1- < 0.05 0.05 µg/g


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


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



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


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


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.

The rest of this page has been left intentionally blank


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


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


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


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.


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


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:


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


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


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.





6352039

2

Goodmang

PIN 21384-0182 (LT)


PIN 21384-0183 (LT)






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


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.


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.


CAPACITY SHARE

PIN CREATION DATE:

2014/04/22


** 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. **




RE••KS, THIS •TICE IS FOR AN INDETERMINATE PERIOD.








Ontario ServiceOntarioLAND

REGISTRY

OFFICE #66


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



ESTATE/OUALIFIER:

FEE SIMPLE

LT ABSOLUTE PLUS

OWNERS' NAMES

CITY OF TORONTO

RECENTLY:


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. **




REMARKS: THIS N TICE IS FOR AN INDETERMINATE PERIOD.








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 *



ESTATE/QUALIFIER:

FEE SIMPLE

LT ABSOLUTE PLUS

OWNERS' NAMES

CITY OF TORONTO

RECENTLY:


CAPACITY 5HARI

PIN CREATION DATE.

2014/04/22


** 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. **




RE KS: THIS NOTICE IS FOR AN INDETERMINATE PERIOD.









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 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•


CAPACITY SHARE

PIN CREATION DATE:

2014/04/22


** 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. **




REMARKS: THIS •TICE IS FOR AN INDETERMINATE PERIOD.








Ontario ServiceOntarioLAND

REGISTRY

OFFICE #66


21384-0182 (LT)

CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT SUBJECT TO RESERVATIONS IN CROWN GRANT *

PAGE 1 OF 1


ON 2014/08/21 AT 08:47:14



ESTATE/OUALIFIER:

FEE SIMPLE

LT ABSOLUTE PLUS

OWNERS' NAMES

CITY OF TORONTO

RECENTLY:


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. **




RE : THIS •TICE IS FOR AN INDETERMINATE PERIOD.









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


ESTATE/QUALIFIER.

FEE SIMPLE

LT ABSOLUTE PLUS

OWNERS' NAMES

CITY OF TORONTO

RECENTLY:


CAPACITY SHARE

PIN CREATION DATE:

2014/04/22


** 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. **




REMARKS: THIS •TICE IS FOR AN INDETERMINATE PERIOD.








ServiceOntarioLAND

REGISTRY

OFFICE #66


21384-0184 (LT)

* CERTIFIED IN ACCORDANCE WITH THE LAND TITLES ACT SUBJECT TO RESERVATIONS IN CROWN GRANT *

PAGE 1 OF 1


ON 2014/08/21 AT 08:47:58



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. **




RE KS: THIS *TICE IS FOR AN INDETERMINATE PERIOD.








Barristers & Solicitors

GoodmanSCHEDULE "A"

Bay Adelaide Centre333 Bay Street, Suite 3400Toronto, Ontario M5H 2S7

Telephone: 416.979.2211Facsimile: 416.979.1234goodmans.ca

6352039

nmris PrOLLTORR Nu. 11.11-14.,...

-BLOCK 6FDi 21301-016

P*R.T..)2 r Id

hV

(„„.F,',6R-T-4... -

REGISTERED

py

Q.‘)

BLOCK 6

C~uPART c5 )

"'AV'

_1..41 C

at

-BLOCK 7QUEENS QUAY EASTDANDO Pr OT-I.A. 01.1-70. e1110.40

VONROALT MONO Ol.Ar. PT ROMER= PUN 0111C)2134.004.1

BLOCK 2114 113111-0174

( PART L)

-rAcioSt

PART 1.

LOT 24

REGISTERED

PLAN

(. P )AF2T 7 0,46.74311111D. c1CDRCI.

- BLOCK 32.4.017,

BLOCK 9FIN 1100-0142

NS. N.

. co-rant

.11.0

66M-2514inuollet yoro

BLOCK 4O.14..0. I.)

PAR 8010.1T. KIM • ct

QOTRC

PFAL10

-WSJ-

narsint toorDO - _

uv.NyaOava 141101

BLOCK 5clrg=zo

BLOCK 9113.-OteD

( PART 11MD .11.)

,01414

PLAN 25R-23533

PLAN

LOT 25

11.-C40a

( PART 14 )

( )< PART 3

gr.

, // g /11 / ' 4,... zptee.1 7

If / /Z a ' "144 I

J .„4",./4- 11,3'' \

PART 1PUN D3R- 217NN 2 Deo-GINN I

• ZN^7

=-.-TharsfIST7-11a11A-- irt WiOt pA-RT o, - -

74 PLAN E4R-14518 WARD COI LK11. 113111-Cc.

TORONTO HARBOUR0130 OOMIO)

(F. ART 17 )153am( 4'468a-2514! .8. (PART 1) ;N.

P; (PART 14)R,

Plorro102 RECISTERfp (PART 7)nom T".

ART is r

(PART Is)cy

yZ

Wain N oMer-.O BLOCK 9 . APART

I5,0c; s) - 05 ,

( PART 9-)

694E

LOT 26

L_

DC r

'

_CAD 2,,_2014

DART 14 W41NON4E01 RIM

PLAN 66R-27456

RECEIVED AND 0E413510

Dots at-kLa51,2.o1eN.

2/IA40°kNeDrNANnIotho ler LAM Roolotrpfor IN. Load OD.. DINIslon of1NE TORONTO REDISIRTOFFICE

scaomoALL itcd

21314-01111 -=;17AIL or now

NJ. or glom

AD. Dr FLOOD •

*IA IlocA PPP

AU. Of IUCO 6

W. or litoot

49 .24

otos1-41orr

•21361-al.

Oki

Dv213.4-01DO

01014-0114Sco

DION-ONO 27.

PLAN OF SURVEY OF

PART OF LOTS 24 AND 25REGISTERED PLAN 694E ANDBLOCKS 1, 2, 3, 4, 5,. 6, 7, 8 AND 9REGISTERED PLAN 66M-2514CITY OF TORONTO

150

r HOLOCIO JONES VANOIIRV=4 PIC

NOTES

BOO

ammo 9.11....MO. ...... MO. =OaMariOCR=OCR= trIORT OD .: "In. 0.0OM. CUT ABR.

NN

g• a060..0.

CUT CR=WI= FP

KM= CK

..1MIMS X.DIC JO. 0.91004tn D1C.. Olt1.0. P.M OURVC1.5 1.... 61-C.,,,,, 0.0. .R0 1.0.10 TUOCIFORTATOD 0.1..

C. 1.0.ORP MK.

CITY Cf TOR.. 2.7 oepAIDIDENTPOr Molts OP.. C.1.1. FS.•1 01.

011. SLINKY NOINAJDRI Mom AEC NARKID (10,0) IP= SM.. Nolo

,RAIIAZ,nor ...ore. RCN III-E.IAN

WUNE%irr. ,IrjoND ANN ONION. OW..

irgnra&r,;„4.7 .4.,,,,,...=uvatt,t, - „. noncom NAN

BEARINGS AND CO-ORDINATE VALUESWM. ARO CO-RR RATO ARC MO Ala DAC COOK. WY V.. CONTROL POLARgiD .02 :2

300: Na Ir.. A A REorg o

NCT C&40RACC=C, MCA.10ONATD.M.CB.JL,7

DO-OO O IA. A P 1•CO or o. Act../..ISTAD. A. CROODO ... CADI Dr M.. TO C. Br 114111100. BY . COSMO

!MIL WOZIITCOB .. MCVLATCO Mu POOR =TANAREND To DA3IVID troAluNc

see rot.=SW 1.0.

a..313.7.11.

..71.1cO2.10.2.

0. .ORD .

MO..OIDC.I.

.1111.111D.O.1.1.1.0.

C. IliORD .11

MO..31.3.1.•

.1371.0461...

CO-010.1113 CAN., 04 INDASIDWO, id loo TO NO-DCARDINCORD= OR PC.04.3 910.4 Col 11. PL.

DISTANCES AND CO-CooNAlES MIMI ON THIS PLANME IN WPCS MA CAN BE CCNNERTED TO FEET BY MONODY 0 3048

SURVEYOR'S CERTIFICATESearn. THA

1. ArtND KM •••C CORR. MO

ACT. rxr SURVITM A0 Ma INC WO 9R0 kf 4161.12.119a B. OMR .11.

S. WC IUR. WAS CCM.. OD MAy

NAT 17..121{ODIC orTCOY . DAOCRVC.

MO LAND IoNvoroR

HOLDING JONES VANDERVEENONTARIO LAND SURVEYORSONTO

ROAD, mart UM• VtaloS41. ENNU .R]

PIRA Se6-11110-0031. 01,40-Olion 1041,3*.ro

,...Atc 1.000 1 ORA. Pr vio OUR re 0.r./T.T. 1. NCI 1.1 17.-41.2

GoodmansSCHEDULE "B"

6352039

YY

BLOCKPLAN SO.42.476

NNA-amAN

—4,114.1;m1I,1"-'11

•=-"tmol.

BLOCAC1mis.••••.

LOT 23

71

QUEENS QUAY EASTV.C161' COP4 MAY. .Y 4.51040 0.0(.40 sr re-Loo N., arm C711.14.1)

21.1-00.20)

BLOCKS

BLOCK?

BLOCK2

PART 1. PLAN 00R-23=porl plo9i-413.V.O

3-.0.1-

TE-9.929

BLOCKS

ear44.r..•- PART O. FLAN 54R-145111

P.M.Be re 0:1

12:A.PIN 21.-..(,)

PUN

- ou1 0.0)

MD PE 2.4714Cr INC Puma to

rat rt

,<NOL..). • CCM. •••=1124. (1,11.•••11.11•04firt tar

.U.111 1X11 C 1102111= PNX (113910XC00 UNL ArNaft= ar coma N 44404 4011:0

TORONTO HARBOUR

PLAN 66M- c25711I CANT 1114104 P411 4 ItCCOIM. INC IMO NUS.arc IDS A< 144 naps omoo4 V rotwo (66. MI) AT

an= a ric SIL DAY or APO.0 4514 0140MM. IN AC PM= 00451" RR 'worm cannons

-•00 Gal* 114 K.. mews AREPomo. AS eux CCO.INT w 033$4,0,

••• mei 20•••05.}4

PLAN Cr SAMSON OFPART CF LOTS 23, 24 AND 25REGISTERED PLAN 694-ECITY OF TORONTO

1.11310 341KYCOLS l713. 20

NOTE .t.awa.nm In ( *Jr.

9CARNG

tr aro I.e.. tammt..rmw.• S,a anon,mmmmmm ttm mmtsr, pp. m

""*"5'3=:.""'^'"-'^••"•°"•-•"".

11•3•.•Ori

arcane, Clam 1,40,„ ntsteeng

oat was.SIII•Nner

Z • 'AZ= Z • tt= r, • ;Raz

21. s•TA ZONC 1 Co 00C10.1C.N.14am at timmomatma maw mar a trawl=LT=001,1,,C1 NOVI, Cr, PONT"

ufx••••••C 42, We

61.0•43.••• Ts 'Mama

• 61 INSMII

• 4,241,11.0.

'Pr ••••••••••or

• Itelpg,

AS Wadi

MI. Mei.

TOTAL AREA Or SUDOMSON •• 2.7920 ha

SAVETOR'S CEMIFIGAltI Cam, 1.1.‘1. WM MKT AM RAM AK Cla•¢T AO • 1 46:00/.1.4 1,K

M▪ OS y•WIS•IS ACV OM Tot WO IRO AO AV tiC•AOL

• att.rt •I•A 0303 .4 mc arm so ir atm tar

‹mm.,

t=a1Mr, m

iratiots cornerATEawn mai1,03,, I 1. •rs.m VA Mr roe:MAW w.D.

ON Cr 1900415t.t9 1.40111a

At.;‘P` aaie .2ft:a1:6V14

P•VC 111 OM 114 OF/6••.1

ma 64 (P.. m.'Sao 86 14.11aura umns. MUM $.11.111711•0.011ell 710

Ilintal•i4.1-.:11•.01-iumi—arwou'ian...! ram

KRCM7VR

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

SDesrocher

Polygon

SDesrocher

Line

Table 2: Maximum Contaminant Concentrations Compared to Standards Specified in a Risk Assessment

Risk Assessment Number: RA1243-12

1 of 2


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


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).


July 2014 Report No. 11-1152-0010

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


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.


July 2014 Report No. 11-1152-0010

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.


July 2014 Report No. 11-1152-0010

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


Site or off-Site)


Concern


(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


July 2014 Report No. 11-1152-0010

Area of Potential




One Property


Activity


Site or off-Site)


Concern



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.


July 2014 Report No. 11-1152-0010

Area of Potential




One Property


Activity


Site or off-Site)


Concern



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


July 2014 Report No. 11-1152-0010

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.


July 2014 Report No. 11-1152-0010

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,


July 2014 Report No. 11-1152-0010

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.


July 2014 Report No. 11-1152-0010

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;


July 2014 Report No. 11-1152-0010

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.


July 2014 Report No. 11-1152-0010

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


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


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


DESIGN

SITE LAYOUT


PROJECT

TITLE

GIS

REVIEW

ME 30 May. 2014

CHECK



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


DESIGN

PARCEL 1ON-SITE LOCATIONS OF AREAS OF

POTENTIAL ENVIRONMENTAL CONCERN


PROJECT

TITLE

GIS

REVIEW

ME 30 May. 2014

CHECK



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,


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


DESIGN

BOREHOLE, MONITORING WELL LOCATIONS


PROJECT

TITLE

GIS

REVIEW

PRM 14 Nov. 2008

CHECK



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



STRATIGRAPHIC CROSS SECTION A - A'


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



STRATIGRAPHIC CROSS SECTION B - B'


1111520010AEE007.dwg11-1152-0010

AS SHOWN E

DD July 9, 2014

LB July 9, 2014

0

SCALE

15 15 30


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m




4. WATER LEVEL MEASUREMENTS TAKENFROM AUGUST 23,2011 TO SEPTEMBER 1, 2011.

NOTES:

0

SCALE

3 3 6


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


REV. 0.0


DESIGN

SHALLOW GROUNDWATER ELEVATION AND INFERRED FLOW DIRECTION (JULY 2013)


PROJECT

TITLE

GIS

REVIEW

ME 28 May. 2014

CHECK



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


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


REV. 0.0


DESIGN

GROUNDWATER ELEVATIONS DEEP FILL AND NATIVE SOIL (JULY 2013)


PROJECT

TITLE

GIS

REVIEW

ME 28 May. 2014

CHECK



ME 28 May. 2014LBSD

28 May. 201428 May. 2014

REFERENCE


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


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


REV. 0.0


DESIGN

BEDROCK GROUNDWATER ELEVATION AND INFERRED FLOW DIRECTION (JULY 2013)


PROJECT

TITLE

GIS

REVIEW

ME 28 May. 2014

CHECK



ME 28 May. 2014LBSD

28 May. 201428 May. 2014

REFERENCE


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:

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!( !(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

!(

!(

!(

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


PROJECT

TITLE

GIS

REVIEW

KD 17 Apr. 2014

CHECK




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 F4GBH11-18/13 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 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 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


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 --


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 --











!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

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


PROJECT

TITLE

GIS

REVIEW

KD 16 Apr. 2014

CHECK




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

e)

Methy

l Isob

utyl K

etone

Aceto

ne

Benz

ene

Brom

odich

lorom

ethan

e

Brom

oform

Brom

ometh

ane

Carb

on Te

trach

loride

Chlor

oben

zene

Chlor

oform

cis-1,

2-Dich

loroe

thene

cis-1,

3-Dich

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

oethe

ne

Tolue

ne

trans

-1,2-

Dich

loroe

thene

trans

-1,3-

Dich

lorop

rope

ne

Trich

loroe

thene

Trich

lorofl

uoro

metha

ne

Viny

l Chlo

ride

Xylen

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


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


BH11-01 06/07/2011Date Sampled:



!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!( !(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

!(

!(

!(

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


DESIGN

SOIL PAH EXCEEDANCES


PROJECT

TITLE

GIS

REVIEW

KD 16 Apr. 2014

CHECK




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


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)


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:


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


BH11-57

BH11-58

BH11-59



Date Sampled:

Date Sampled:


10/08/2011 (7)

09/08/2011 (3)









!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

!(

!(

!(

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

_Bay

front

\GIS

\MX

Ds\

Rep

ortin

g\Pa

rcel

Upd

ates

_201

4\P

hase

II\Pa

rcel

_I\S

oil_

Met

als_

Inor

gani

cs_E

xcee

danc

es_w

_tbl

es.m

xd

³LEGEND


REV. 0.0


DESIGN

SOIL METALS AND INORGANICSEXCEEDANCES


PROJECT

TITLE

GIS

REVIEW

ME 16 Apr. 2014

CHECK




16 Apr. 201416 Apr. 2014

REFERENCE


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


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).


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


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












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 pHBH11-13/1 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 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 pHBH14-10/14 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 pHBH14-13/2 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


BH11-01

BH11-02

BH11-03



Date Sampled: 05/07/2011 (9)










24/04/2014



28/04/2014



25/04/2014



2/05/2014BH14-20 Date Sampled:

30/04/2014





!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

!(

!(

!(

!(

!( !(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

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

G:\P

roje

cts\

201

1\11

-115

2-00

10_

Wat

erf

ron

t_B

ayfr

ont\G

IS\M

XD

s\R

epor

ting

\Pa

rcel

Upd

ate

s_2

014\

Pha

seII\

Pa

rcel

_I\G

W_P

HC

_Exc

eed

ance

s_w

_tbl

es.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


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,


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


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


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


MW11-56 8.26 - 11.31 1.6 0.59 12 15 37 960 120 <100 --

IDScreen interval


MW11-57 9.94 - 12.95 <0.20 <0.20 <0.20 <0.40 <25 <100 <100 <100 --

IDScreen interval


MW11-58 9.93 - 12.98 0.44 0.37 0.24 1.1 <25 <100 <100 <100 --

IDScreen interval


MW11-59 9.65 - 12.74 <0.20 <0.20 <0.20 <0.40 <25 <100 <100 <100 --

IDScreen interval


MW14-8 8.69 - 11.73 -- -- -- -- <25 100 <200 <200 --

IDScreen interval


MW14-9 9.75 - 12.8 -- -- -- -- <25 100 <200 <200 --

IDScreen interval


MW14-10 9.14 - 12.19 -- -- -- -- <25 110 <200 <200 --

IDScreen interval


MW14-11 9.14 - 12.19 -- -- -- -- <25 <100 <200 <200 --

IDScreen interval


MW14-12 9.14 - 12.19 -- -- -- -- <25 <100 <200 <200 --

IDScreen interval


MW14-13 8.38 - 11.43 -- -- -- -- <25 220 <200 <200 --

IDScreen interval


MW14-14 9.75 - 12.8 -- -- -- -- <25 <100 <200 <200 --

IDScreen interval


MW14-15 9.75 - 12.8 -- -- -- -- <25 <100 <200 <200 --

MW14-14 Date Sampled: 8/5/2014




09/09/2011

09/09/2011

MW11-57 Date Sampled:


09/09/2011

13/09/2011








MW14-11

IDScreen interval


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


MW11-02 13.31 - 16.36 <0.2 <0.2 <0.2 <0.2 <25 <100 <100 <100 --

IDScreen interval


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


MW11-04 8.53 - 11.6 0.28 0.31 1.1 3.1 <25 <100 <100 <100 --

IDScreen interval


MW11-05 9.08 - 12.08 <0.20 <0.2 0.22 1 <25 150 <100 <100 --

IDScreen interval


MW11-07 9.68 - 12.73 1.2 0.52 1.3 2.9 <25 360 100 <100 --

IDScreen interval


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


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


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


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


MW11-18 9.14 - 12.19 0.5 <0.20 0.88 2.4 <25 130 <100 <100 --

IDScreen interval


MW11-22 8.46 - 11.5 0.34 0.3 0.46 2.3 <25 480 <100 <100 --

IDScreen interval


MW11-23 13.59 - 16.64 <0.20 <0.20 <0.20 <0.40 <25 <100 <100 <100 --

IDScreen interval


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


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


MW 11-31 13.31 - 16.36 <0.2 <0.2 0.2 0.5 <25 <100 <100 <100 --

IDScreen interval


MW 11-51 9.83 - 12.88 <0.20 <0.20 <0.20 <0.40 <25 220 190 <100 --

07/09/2011


07/09/2011

07/09/2011

MW11-04

Date Sampled:MW11-01



08/09/2011

13/09/2011



08/09/2011

07/09/2011



15/09/2011MW11-18 Date Sampled:

07/09/2011

09/09/2011



13/09/2011

09/09/2011



Date Sampled:


09/09/2011

15/09/2011



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


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).

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

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

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_V

OC

_Exc

eeda

nces

_w_t

bles

.mxd

³LEGEND


REV. 0.0


DESIGN

VOCs IN GROUNDWATER


PROJECT

TITLE

GIS

REVIEW

KD 23 Apr. 2014

CHECK




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







MW11-16

07/09/2011

Date Sampled:

Date Sampled:

MW11-01

MW11-02

MW11-03

MW11-05

Date Sampled:

Date Sampled:

Date Sampled:









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


-- 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).


!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!( !(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

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

4\P

hase

II\P

arce

l_I\G

W_P

AH

_Exc

eeda

nces

_w_t

bles

.mxd

³LEGEND


REV. 0.0


DESIGN

GROUNDWATER PAH EXCEEDANCES


PROJECT

TITLE

GIS

REVIEW

KD 23 Apr. 2014

CHECK




23 Apr. 201423 Apr. 2014

REFERENCE

!( Not Tested


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







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


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








MW11-27










Date Sampled:



MW11-01







!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(!(

!(

!(

!(

!(

!(

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


REV. 0.0


DESIGN

METALS AND INORGANICSIN GROUNDWATER


PROJECT

TITLE

GIS

REVIEW

KD 23 Apr. 2014

CHECK




23 Apr. 201423 Apr. 2014

REFERENCE

!( Not Tested


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


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


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


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


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


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


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


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


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


Screen interval

(m)

Sb As

Ba Be B Cd

Cr T

ot

Co

Cu

Cr V

I

Pb Hg


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


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


Screen interval

(m)

Sb As

Ba Be B Cd

Cr T

ot

Co

Cu

Cr V

I

Pb Hg


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


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


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


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


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


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


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


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


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


Screen interval

(m)

Sb As Ba Be B Cd

Cr T

ot

Co

Cu

Cr V

I

Pb Hg


MW 14-16 22.94 - 25.98 25000 <2 MW 14-16 22.94 - 25.98 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

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:

07/09/2011






MW11-13

MW11-16

MW11-17

MW11-05

MW11-04

MW11-12

MW11-09

MW11-07


MW11-03

MW11-02

MW11-01





Date Sampled: MW14-16 Date Sampled: 9/05/2014

MW11-25

MW11-31Date Sampled:













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


OVERBURDEN

SHALE


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m

SOIL QUALITY MEETSAPPLICABLE STANDARDS

SOIL QUALITY EXCEEDSAPPLICABLE STANDARDS





NOTES:

0

SCALE

3 3 6


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


OVERBURDEN

SHALE


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


MW14-15O/S -11.5 m

PHC

PHC

PHC

PHC

PHC

PHC

PHC



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m







NOTES:

0

SCALE

3 3 6




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


OVERBURDEN

SHALE


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


MW14-15O/S -11.5 m

VOC



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m







5. NO GROUNDWATER VOC CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.

NOTES:

0

SCALE

3 3 6




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


OVERBURDEN

SHALE


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


MW14-15O/S -11.5 m

Metals

Metals

Metals

Metals

Metals

Metals



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m



0

SCALE

3 3 6






5. NO GROUNDWATER METALS CONCENTRATIONS EXCEED THEAPPLICABLE STANDARDS.

NOTES:



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'


OVERBURDEN

SHALE


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


MW14-15O/S -11.5 m

PAH PAHPAH



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m





NOTES:

0

SCALE

3 3 6


GROUNDWATER QUALITY MEETS APPLICABLE STANDARDS

GROUNDWATER QUALITY EXCEEDS APPLICABLE STANDARDS

EXTENT OF GROUNDWATER IMPACT


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'


OVERBURDEN

SHALE


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


MW14-15O/S -11.5 m

PHC PHCPHC



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m





NOTES:

0

SCALE

3 3 6






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'


OVERBURDEN

SHALE


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


MW14-15O/S -11.5 m

VOC VOCVOC



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m






NOTES:

0

SCALE

3 3 6





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'


OVERBURDEN

SHALE


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


MW14-15O/S -11.5 m

Metals MetalsMetals



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m

0

SCALE

3 3 6







NOTES:




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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m







NOTES:

0

SCALE

3 3 6




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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m







NOTES:

0

SCALE

3 3 6




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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m




0

SCALE

3 3 6







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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m



0

SCALE

3 3 6







6. GROUNDWATER INORGANICS CONCENTRATIONS EXCEEDTHE APPLICABLE STANDARDS AT MW11-16 ONLY.

NOTES:



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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m





NOTES:

0

SCALE

3 3 6






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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m





NOTES:

0

SCALE

3 3 6






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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m




0

SCALE

3 3 6







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


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



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


LEGEND:



CROSS-SECTION LINE

GROUNDWATER LEVEL

O/S 2.8 m

0

SCALE

3 3 6







6. GROUNDWATER INORGANICS CONCENTRATIONS EXCEEDTHE APPLICABLE STANDARDS AT MW11-16 ONLY.

NOTES:




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




Contaminant Source

Exposure Pathway



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


Ingestion

Plants

Mammals & Birds

FIGURE 23Conceptual Site Model for Ecological Receptors – PAHs




Contaminant Source

Exposure Pathway



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


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




Contaminant Source

Exposure Pathway



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


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


July 2014 Report No. 11-1152-0010

APPENDIX A - Site Survey Plan

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\P

arcel1

_Surv

ey_P

lan.m

xd

REV. 0.0


DESIGN

PARCEL 1SURVEY PLAN

FIGURE: APROJECT NO. 11-1152-0010 SCALE AS SHOWN

PROJECT

TITLE

GIS

REVIEW

PRM 14 Nov. 2008

CHECK



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