HomeMy WebLinkAboutPDS-047-24
Staff Report
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Report To: General Government Committee
Date of Meeting: November 4, 2024 Report Number: PDS-047-24
Authored by: Andrei Micu, Manager, Parks Design & Development
Submitted By: Darryl Lyons, Deputy CAO, Planning and Development Services
Reviewed By: Mary-Anne Dempster, CAO
By-law Number: Resolution Number:
File Number:
Report Subject: North Bowmanville Dog Park Update
Recommendation:
1. That Report PDS-047-24, and any related delegations or communication items, be
received for information;
2. That Council direct staff to seek alternative Municipally owned locations for the
development of a dog park in north Bowmanville and report back with options in Q1
2025; and,
3. That all interested parties listed in Report PDS-047-24 and any delegations be advised
of Council’s decisions.
Municipality of Clarington Page 2
Report PDS-047-24
Report Overview
The Municipality issued an assignment to complete a geotechnical investigation and excess
soils characterization in preparation for development of a new dog park located on the
former and closed Jackman Road Landfill Site. Poor initial results and assessments
necessitated additional soils characterization tests and a Screening Level Risk Assessment
to determine the feasibility of a dog park on the former landfill. Upon assessment of the
findings, associated risks, and remedial options, staff are proposing t o seek an alternate
location for the development of a new dog park in north Bowmanville, while considering the
recommendations set in the Parks, Recreation, and Culture Master Plan.
1. Background
1.1 At the Regular General Government Committee meeting held Monday, October 19,
2020, Council passed resolution #GG-373-20. This resolution requested that staff report
back at the November 9, 2020, General Government Committee meeting with an
estimated cost to include a new off-leash dog park in North Bowmanville for the 2021
budget.
1.2 At the November 2, 2020, Council meeting, resolutions C-438-20 to C-440-20, as
amended, were introduced. These resolutions referred the costing for the new off -leash
dog park directly to the 2021 budget.
1.3 At the January 4, 2021, General Government Committee meeting, Council received a
memo for information intended to provide Council with background regarding the
development of a new off -leash dog park in North Bowmanville. The memo including a
review of 3 preferred sites noted in resolution #GG-737-20, as well as two alternate
locations.
2. Discussion
2.1 In 2023, staff began detailed design for a new dog park on the identified alternate site
on Longworth Avenue, west of Bowmanville Creek, under Central Lake Ontario
Conservation Authority ownership. The design included a 6,100m² dog park including a
1,000m² small dog area, and 40 space parking lot. The location and proposed use were
supported by Central Lake Ontario Conservation Authority; however, no formal lease
agreement was reached. The site remains in full ownership to Central Lake Ontario
Authority.
Municipality of Clarington Page 3
Report PDS-047-24
2.2 As part of the detailed design work, staff issued an assignment to complete a
geotechnical investigation and excess soils characterization focused on the parking lot.
Poor initial test results necessitated a scope expansion for additional soils
characterization tests and a screening level risk assessment to confirm the original
findings and determine the feasibility and constructability of a dog park on the former
land fill. These plans and reports are crucial in the design stage as they provide detailed
site analysis required for design decisions and constructability. The purpose of each
report is noted below:
a. The geotechnical investigation provided information about the subsurface
conditions, and construction engineering recommendations. The geotechnical
investigation report is attached as Attachment # 1.
b. The excess soils characterization analyzed and assessed the environmental quality
of surplus soils that would be generated during construction, and how to properly
address them under O. Reg 406/19, commonly referred to as the Soil Rules. The
excess soils characterization report is attached as Attachment # 2.
c. The screening level risk assessment evaluated the potential adverse effects
associated with exposure to identified on-site contaminants of concern in soils for
both human health and the environment. The screening level risk assessment report
is attached at Attachment # 3.
The reports are attached in draft status and will be finalized pending direction from staff
to the consultant.
Excess soils characterization
2.3 It is estimated that approximately 800m³ of excess soil will be generated from the
footprint of the proposed parking lot. Based on the found contaminants of concern, the
soil is not acceptable for reuse at the project site or off -site and must be disposed at a
licenced waste disposal facility.
Screening level risk assessment
2.4 It is identified that disturbance and exposure to the contaminates of concern pose
potential unacceptable risk for humans and the environment. Consequentially, the
report recommends a cap cover system across the site. The objective of the cap system
is to provide a physical barrier that reduces the potential for exposure. The fill cap
consists of minimum 0.5 metres of unimpacted fill cover, raising the overall topography
of the site. It should be noted that this site partially within Central Lake Ontario
Conservation Authority regulated floodplain where fill is generally not supported.
Municipality of Clarington Page 4
Report PDS-047-24
Alignment with the Parks, Recreation, and Culture Master Plan
2.5 In March 2024, a Community Engagement Summary Report was published as part of
the overall development of the Parks, Recreation, and Culture Master Plan. The
Community Engagement Summary Report identified dog walking (on or off leash) as a
top user participation activity, scoring 11th out of 38 drivers (Refer to Attachment # 4).
The Summary report also gauged support for additional public investment in outdoor
amenities. In this driver, off-leash dog parks scored poorly, 35th out of 41 drivers (Refer
to Attachment # 5). The high user participation but low desire for additional public
investment indicates the public is currently satisfied with the existing amenities.
2.6 After assessing the Community Engagement Summary Report, current supply, and
market conditions, The Parks, Recreation, and Culture Master Plan recommends
enhancing the distribution of leash-free dog parks. The Master Plan also recommends
that should it be confirmed that the Longworth Avenue site not be suitable for an off-
leash dog park, and that other sites should be evaluated based on the following site
selection criteria:
a. Located on Municipal property.
b. Minimum area of 5,000m².
c. Accessible to the public year-round.
d. Located on flat land with suitable soil quality, adequate drainage and devoid of
environmentally sensitive areas and other geotechnical hazards.
e. Should not be located along the waterfront.
f. Set back from adjacent land uses from 15m to 50m.
g. Include on-site parking.
3. Financial Considerations
3.1 In 2021, Council approved $230,000 for the development of a new dog park at a
location to be determined. This budget did not include lighting.
3.2 The total cost of consulting services incurred to date is $34,466.11 net HST. No further
consulting fees are expected.
Municipality of Clarington Page 5
Report PDS-047-24
3.3 To effectively implement the recommendations outlined in the excess soil
characterisation report and screening-level risk assessment, an additional funding
estimate of $350,000.00 is required to supplement the remaining approved budget. Staff
do not recommend pursuing this additional funding and would rather seek a more cost-
effective location.
4. Strategic Plan
4.1 This project does not tie into and there is no relationship to the Strategic Plan.
5. Climate Change
5.1 Not Applicable.
6. Concurrence
Not Applicable.
7. Conclusion
It is recommended that staff be directed to seek an alternate, more cost effective,
Municipally owned site that has less risk to humans, animals, and the environment. This
approach aligns with the recommendations of the Parks, Recreation, and Culture
Master Plan, and would be financially responsible.
Staff Contact: Andrei Micu, Manager, Park Design and Development, 905-623-3379 ext. 2439,
amicu@clarington.net.
Attachments:
Attachment 1 – Geotechnical Investigation Report
Attachment 2 – Excess Soils Characterization Report
Attachment 3 – Screening Level Risk Assessment Report
Attachment 4 – Community Engagement Summary Report: User Participation
Attachment 5 – Community Engagement Summary Report: Support for additional Public
Investment.
Interested Parties:
Sean Reynolds
CAMBIUM INC.
866.217.7900
cambium-inc.com
Geotechnical
Investigation Report –
North Bowmanville Dog
Park
December 21, 2023
Prepared for:
Municipality of Clarington
Cambium Reference: 19181-001
Attachment 1 to
PDS-047-24
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page i
Table of Contents
1.0 Introduction .......................................................................................................1
2.0 Methodology .....................................................................................................2
2.1 Field Investigation ....................................................................................................... 2
2.2 Physical Laboratory Testing ........................................................................................ 2
2.3 Chemical Laboratory Testing ....................................................................................... 3
3.0 Subsurface Conditions ....................................................................................4
3.1 Topsoil ......................................................................................................................... 4
3.2 Coarse Grained Fill ..................................................................................................... 4
3.3 Earth Fill ...................................................................................................................... 5
3.4 Silty Sand .................................................................................................................... 5
3.5 Groundwater ................................................................................................................ 5
4.0 Geotechnical Considerations ..........................................................................6
4.1 General Site Preparation ............................................................................................. 6
4.2 Excavations ................................................................................................................. 6
4.3 Backfill and Compaction .............................................................................................. 6
4.4 Pavement Structure ..................................................................................................... 7
4.5 Design Review and Inspections .................................................................................. 8
5.0 Closing ..............................................................................................................9
6.0 Standard Limitations ..................................................................................... 10
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page ii
List of Embedded Tables
Table 1 Particle Size Distribution Analysis – Coarse Grained Fill ...................................... 4
Table 2 Particle Size Distribution Analysis – Silty Sand ..................................................... 5
Table 3 Granular Pavement Structure ............................................................................... 7
List of Appended Figures
Figure 1 Site Location Map
Figure 2 Test Pit Location Plan
List of Appendices
Appendix A Test Pit Logs
Appendix B Physical Laboratory Testing Results
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 1
1.0 Introduction
Cambium Inc. (Cambium) was retained by Municipality of Clarington (Client) to complete a
geotechnical investigation for the proposed dog park construction and gravel parking lot to be
constructed on the lot located approximately 340 m east of Bowmanville Avenue and
Longworth Avenue in Bowmanville Ontario.
The purpose of the geotechnical investigation was to obtain information about the subsurface
conditions by means of several test pits and based on the findings provide geotechnical
engineering recommendations for the construction, with reference to Municipality of Clarington
standards.
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 2
2.0 Methodology
2.1 Field Investigation
Cambium completed a field investigation at the Site on November 27, 2023. A total of three
test pits, denoted as TP101-23 through TP103-23, were advanced into the subsurface at
predetermined locations throughout the Site to depths of 0.5 to 1.0 m below ground surface
(mbgs). A Site Location Map and Test Pit location plan are appended as Figure 1 and Figure 2
of this report.
The soils at each test location were subjected to Dynamic Cone Penetration Testing (DCPT)
using a WILDCAT dynamic cone penetrometer. DCPT consists of recording the number of
blows required to drive a cone of 10 centimeters squared project area into the soil 100 mm
with a 16 kg hammer falling 380 mm. The DCPT values were corrected to equivalent Standard
Penetration Test (SPT) N values as per ASTM D4633 and used to assess the consistency of
cohesive soils and the relative density of non-cohesive soils.
Sampling was completed using a hand auger to 0.6 m in each hole. Soil samples were
collected at each change in stratigraphy. The encountered soil units were logged in the field
using visual and tactile methods, and samples were placed in labelled plastic bags for
transport, future reference, possible laboratory testing, and storage.
Test pit logs are provided in Appendix A. Site soil and groundwater conditions are described,
and geotechnical recommendations are discussed in the following sections of this report.
2.2 Physical Laboratory Testing
Physical laboratory testing, including two particle size distribution analyses (LS-702,705), was
completed on selected soil samples to confirm textural classification and to assess
geotechnical parameters. Moisture content testing was completed on all soil samples. Testing
results are presented in Appendix B and are discussed in Section 3.0.
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 3
2.3 Chemical Laboratory Testing
Representative samples collected from the investigation were returned to our laboratory for
detailed visual examination. Selected soil samples were submitted for chemical analysis for
preliminary excess soil characterization. Results of the excess soil characterization are
outlined under a separate cover.
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 4
3.0 Subsurface Conditions
The detailed soil profiles encountered in the test pits are indicated on the attached test pit logs
in Appendix A. It should be noted that the conditions indicated on the test pit logs are for
specific locations only and can vary between and beyond the test locations.
3.1 Topsoil
A layer of topsoil was observed at the surface in each of the test pits. The topsoil ranged in
thickness from 125 to 150 mm. The topsoil was dark brown in colour and contained some
organic inclusions. Analysis of the organic content of the topsoil was not included in this scope
of work.
3.2 Coarse Grained Fill
Granular fill material was observed underlying the topsoil in TP101-23 and extending to
termination depth of 0.6 mbgs. From approximately 0.15 to 0.4 mbgs, the fill was described as
sand and gravel. From 0.4 to 0.6 mbgs, the fill was described as a non-cohesive gravelly sand
fill. The fill in this test pit appears to be old imported granular fill material. All fill material in this
hole was brown in colour and described as moist at the time of the investigation. Corrected
SPT N values in the fill material ranged from 19 to 29 indicating a compact relative density.
A laboratory particle size distribution analysis was completed for one sample of the sand and
gravel to gravelly sand fill material. The analysis results are summarized in Table 1 with details
provided in Appendix B.
Table 1 Particle Size Distribution Analysis – Coarse Grained Fill
Test Pit and
Sample
Depth
(mbgs) Soil %
Gravel
%
Sand
%
Silt
%
Clay
% Moisture
Content
TP101-23 SS3 0.4 – 0.6 Gravelly Sand trace Silt
Trace Clay 25 65 7 3 3.8
Based on the laboratory analyses, the existing coarse grained fill material does not meet the
gradation requirements for OPSS1010 Granular A Type material. The material generally
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 5
complies with Granular B gradation requirements, with slightly elevated percentage of fine
material.
3.3 Earth Fill
In test pit BH102-23 a sandy silt fill soil was observed underlying the topsoil layer and
extending to termination depth at 0.6 mbgs. The sandy silt was brown in colour and described
as moist at the time of the investigation. The sandy silt fill appeared to be reworked native soil
containing trace construction debris. Corrected SPT N values in the earth fill range from 10 to
greater than 50, increasing with depth, which indicates a compact to very dense relative
density.
3.4 Silty Sand
In test pit BH103-23 a native silty sand soil was observed underlying the topsoil layer and
extending to termination depth at 0.6 mbgs. The silty sand was brown in colour and described
as moist at the time of the investigation. The sandy silt contained some gravel and clay.
Corrected SPT N values in the sandy silt range from 16 to greater than 50, increasing with
depth, which indicates a compact to very dense relative density.
A laboratory particle size distribution analysis was completed for one sample of the silty sand
material. The analysis results are summarized in Table 2 with details provided in Appendix B.
Table 2 Particle Size Distribution Analysis – Silty Sand
Test Pit and
Sample
Depth
(mbgs) Soil %
Gravel
%
Sand
%
Silt
%
Clay
% Moisture
Content
BH103-23 SS2 0.2 – 0.6 Silty Sand some Clay
some Gravel 10 45 32 13 8.5
3.5 Groundwater
Test pits were checked for standing water upon completion of sampling. No standing water or
wet to saturated soils were observed in the course of this investigation. Soils were typically
brown in colour within testing depth. It should be noted that groundwater levels at the site may
fluctuate seasonally and in response to climatic events.
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 6
4.0 Geotechnical Considerations
The following recommendations are based on the test pit information and are intended to
assist the client and its designer. Recommendations should not be construed as providing
instructions to contractors, who should form their own opinions about site conditions. It is
possible that subsurface conditions beyond the test locations may vary from those observed. If
significant variations are found before or during construction, Cambium should be contacted so
that we can reassess our findings, if necessary.
4.1 General Site Preparation
All topsoil, organics, loose earth fill and deleterious material should be removed from below the
development areas prior to construction. For site grading, in areas of cut or minor fill where the
proof roll and/ or inspection has identified unsuitable subgrade conditions, whether too soft or
too wet, material is to be removed and replaced with an approved OPSS 1010 Granular ‘B’
Type I compacted material, under guidance of Geotechnical Engineer.
4.2 Excavations
Temporary excavations must be carried out in accordance with the latest edition of the
Occupational Health and Safety Act (OHSA). The soils at this site would generally be classified
as Type 3 soils in accordance with OHSA, with unsupported side slopes no steeper than
1H:1V to the bottom of the excavation. Excavation side slopes should be protected from
exposure to precipitation and associated ground surface runoff and should be inspected
regularly for signs of instability. If localized instability is noted during excavations or if wet
conditions are encountered, the side slopes should be flattened as required to maintain safe
working conditions.
4.3 Backfill and Compaction
Excavated non-organic native silty sand to sandy silt materials from the site may be
appropriate for use as fill below grading and parking areas, provided that the actual or adjusted
moisture content at the time of construction is within a range that permits compaction to
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 7
required densities. Some moisture content adjustments may be required depending on
seasonal conditions.
It should be noted that the on-site materials should be re-used only where non-free draining fill
is required. Engineered fill for foundations should consist of free-draining granular material
meeting the specifications of OPSS 1010 Granular B or an approved equivalent and should be
placed in maximum 300 mm thick lifts compacted to a minimum 98% SPMDD as confirmed by
nuclear densometer testing.
4.4 Pavement Structure
It is understood that the construction will include a gravel driveway and gravel parking lot for
the proposed dog park. The recommended granular pavement structure design has been
developed for two (2) traffic loading scenarios, Medium-duty, and heavy-duty. The heavy-duty
design is appropriate for areas if heavy trucks and maintenance vehicles are anticipated to
drive, while the medium duty design is appropriate for areas where no heavy traffic is
anticipated. The recommended pavement structure is provided in Table 3.
Table 3 Granular Pavement Structure
Pavement Layer Compaction
Requirements
Heavy Duty Medium Duty
Granular Base 100% SPMDD 200 mm OPSS 1010
Granular A
200 mm OPSS 1010
Granular A
Granular Subbase 98% SPMDD 400 mm OPSS 1010
Granular B
300 mm OPSS 1010
Granular B
The subgrade should be compacted, proof rolled and inspected by a Geotechnical Engineer.
Any areas where rutting or appreciable deflection is noted should be sub-excavated and
replaced with suitable fill. The fill should be compacted to at least 98% SPMDD. The thickness
of the granular layer could be increased at the discretion of the engineer, to accommodate site
conditions at the time of construction, including soft or weak subgrade soil replacement.
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 8
4.5 Design Review and Inspections
Cambium should be provided the opportunity to review the design drawings, prior to next stage
of tendering and construction, to ensure that all pertinent geotechnical-related factors have
been addressed.
Cambium should also be retained to complete testing and inspections during construction
operations to examine and approve subgrade conditions, placement, and compaction of fill
materials.
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 9
5.0 Closing
Please note that this report is governed by the attached qualifications and limitations. If you
have questions or comments regarding this document, please do not hesitate to contact the
undersigned.
Cambium Inc.
Kelly Lewis, P.Eng.
Project Coordinator - Geotechnical
Zhaochang Luo, M.Eng., P.Eng.
Senior Project Manager - Geotechnical
\\cambiumincstorage.file.core.windows.net\projects\19100 to 19199\19181-001 Municipality of Clarington - GEO - North Bowmanville Dog
Park\Deliverables\REPORT - GEO\Draft\2023-12-21 GEO RPT North Bowmanville Dog Park.docx
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc. Page 10
6.0 Standard Limitations
Limited Warranty
In performing work on behalf of a client, Cambium relies on its client to provide instructions on the scope of its retainer and, on that basis, Cambium
determines the precise nature of the work to be performed. Cambium undertakes all work in accordance with applicable accepted industry practices
and standards. Unless required under local laws, other than as expressly stated herein, no other warranties or conditions, either expressed or implied,
are made regarding the services, work or reports provided.
Reliance on Materials and Information
The findings and results presented in reports prepared by Cambium are based on the materials and information provided by the client to Cambium and
on the facts, conditions and circumstances encountered by Cambium during the performance of the work requested by the client. In formulating its
findings and results into a report, Cambium assumes that the information and materials provided by the client or obtained by Cambium from the client
or otherwise are factual, accurate and represent a true depiction of the circumstances that exist. Cambium relies on its client to inform Cambium if
there are changes to any such information and materials. Cambium does not review, analyze or attempt to verify the accuracy or completeness of the
information or materials provided, or circumstances encountered, other than in accordance with applicable accepted industry practice. Cambium will
not be responsible for matters arising from incomplete, incorrect or misleading information or from facts or circumstances that are not fully disclosed to
or that are concealed from Cambium during the provision of services, work or reports.
Facts, conditions, information and circumstances may vary with time and locations and Cambium’s work is based on a review of such matters as they
existed at the particular time and location indicated in its reports. No assurance is made by Cambium that the facts, conditions, information,
circumstances or any underlying assumptions made by Cambium in connection with the work performed will not change after the work is completed
and a report is submitted. If any such changes occur or additional information is obtained, Cambium should be advised and requested to consider if
the changes or additional information affect its findings or results.
When preparing reports, Cambium considers applicable legislation, regulations, governmental guidelines and policies to the extent they are within its
knowledge, but Cambium is not qualified to advise with respect to legal matters. The presentation of information regarding applicable legislation,
regulations, governmental guidelines and policies is for information only and is not intended to and should not be interpreted as constituting a legal
opinion concerning the work completed or conditions outlined in a report. All legal matters should be reviewed and considered by an appropriately
qualified legal practitioner.
Site Assessments
A site assessment is created using data and information collected during the investigation of a site and based on conditions encountered at the time
and particular locations at which fieldwork is conducted. The information, sample results and data collected represent the conditions only at the
specific times at which and at those specific locations from which the information, samples and data were obtained and the information, sample results
and data may vary at other locations and times. To the extent that Cambium’s work or report considers any locations or times other than those from
which information, sample results and data was specifically received, the work or report is based on a reasonable extrapolation from such information,
sample results and data but the actual conditions encountered may vary from those extrapolations.
Only conditions at the site and locations chosen for study by the client are evaluated; no adjacent or other properties are evaluated unless specifically
requested by the client. Any physical or other aspects of the site chosen for study by the client, or any other matter not specifically addressed in a
report prepared by Cambium, are beyond the scope of the work performed by Cambium and such matters have not been investigated or addressed.
Reliance
Cambium’s services, work and reports may be relied on by the client and its corporate directors and officers, employees, and professional advisors.
Cambium is not responsible for the use of its work or reports by any other party, or for the reliance on, or for any decision which is made by any party
using the services or work performed by or a report prepared by Cambium without Cambium’s express written consent. Any party that relies on
services or work performed by Cambium or a report prepared by Cambium without Cambium’s express written consent, does so at its own risk. No
report of Cambium may be disclosed or referred to in any public document without Cambium’s express prior written consent. Cambium specifically
disclaims any liability or responsibility to any such party for any loss, damage, expense, fine, penalty or other such thing which may arise or result from
the use of any information, recommendation or other matter arising from the services, work or reports provided by Cambium.
Limitation of Liability
Potential liability to the client arising out of the report is limited to the amount of Cambium’s professional liability insurance coverage. Cambium shall
only be liable for direct damages to the extent caused by Cambium’s negligence and/or breach of contract. Cambium shall not be liable for
consequential damages.
Personal Liability
The client expressly agrees that Cambium employees shall have no personal liability to the client with respect to a claim, whether in contract, tort
and/or other cause of action in law. Furthermore, the client agrees that it will bring no proceedings nor take any action in any court of law against
Cambium employees in their personal capacity.
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc.
Appended Figures
ED
ED
ED
LO N G W O R T H A V E N U E
JACKM A N ROADTP101-23
TP102-23
TP103-23
ED Test Pit
Figure:Created by:Checked by:
Projection:Scale:O:\GIS\MXDs\19100-19199\19181-001 Municipality of Clarington - GEO - North Bowmanville Dog Park\2023-12-07 TP Plan.aprxDate:Project No.:
Rev.:
194 Sophia Street
Peterborough, Ontario, K9H 1E5
Tel: (705) 742.7900 Fax: (705) 742.7907
www.cambium-inc.com
NAD 1983 UTM Zone 17N1:750
º
LEGEND
2
19181-001
GEOTECHNICAL
INVESTIGATION
MUNICIPALITY OF CLARINGTON
Longworth Avenue
Bowmanville, Ontario
KLDBB
December
TEST PIT LOCATION PLAN
Notes:
- This document contains information licensed under the Open Government
License - Ontario.
- Distances on this plan are in metres and can be converted to feet by
dividing by 0.3048.
- Cambium Inc. makes every effort to ensure this map is free from errors but
cannot be held responsible for any damages due to error or omissions. This
map should not be used for navigation or legal purposes. It is intended for
general reference use only.
0 4 8 12 16 20
m
2023
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc.
Appendix A
Test Pit Logs
3765253 Elevation(m)Depth% Moisture
SPT (N)% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
SUBSURFACE PROFILE SAMPLE
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Ottawa
SPT (N)
Shear StrengthCu, kPa
20 40 60 80
Page:
Date Completed:
Log of Borehole:
Logged By:Input By:
of
nat V.
rem V.
25 50 75
Limits (%)
Atterberg
PL
LL
PI
17T
116.75 mASL
6844354865869
DCPT Testing
North Bowmanville Dog Park
19181-001
TP101-23
November 27, 2023
EC EC
1 1
1m = 45 units
0
0.5
1
1.5
2
2.5
3
3.5
116.8
116.2
115.8
115.2
114.8
114.2
113.8
113.2
4112.8
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL: ~150 mm thick
116.6
0.15FILL: (SP/GP) SAND and
GRAVEL; brown (FILL);
non-cohesive, moist, compact 116.37
0.38FILL: (SP) Gravelly SAND,
trace silt, trace clay; brown
(FILL); non-cohesive, moist,
compact to dense 116.14
0.61Borehole terminated @ 0.6 mbgs
due to SPT refusal encountered.
Testpit open and dry
upon completion of
testing.
1 DCPT 15
6%15
2 DCPT 19
19
3 DCPT 19
4.6%19
4 DCPT 17
17
5 DCPT 17
3.8%17
6 DCPT 12
12
7 DCPT 12
12
8 DCPT 12
12
9 DCPT 22
22
10 DCPT 29
29
Elevation(m)Depth% Moisture
SPT (N)% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
SUBSURFACE PROFILE SAMPLE
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Ottawa
SPT (N)
Shear StrengthCu, kPa
20 40 60 80
Page:
Date Completed:
Log of Borehole:
Logged By:Input By:
of
nat V.
rem V.
25 50 75
Limits (%)
Atterberg
PL
LL
PI
17T
117.25 mASL
6844304865909
DCPT Testing
North Bowmanville Dog Park
19181-001
TP102-23
November 27, 2023
EC EC
1 1
1m = 45 units
0
0.5
1
1.5
2
2.5
3
3.5
117.2
116.8
116.2
115.8
115.2
114.8
114.2
113.8
4113.2
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL: ~130 mm thick 117.12
0.13FILL: (ML) Sandy SILT; brown
(FILL), trace debris;
non-cohesive, moist. compact to
dense
116.64
0.61Borehole terminated @ 0.6 mbgs
due to target depth achieved.
Testpit open and dry
upon completion of
testing.
1 DCPT 7
24.5%7
2 DCPT 10
10
3 DCPT 13
13.3%13
4 DCPT 16
16
5 DCPT 31
31
6 DCPT 63
63
133245102Elevation(m)Depth% Moisture
SPT (N)% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
SUBSURFACE PROFILE SAMPLE
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Ottawa
SPT (N)
Shear StrengthCu, kPa
20 40 60 80
Page:
Date Completed:
Log of Borehole:
Logged By:Input By:
of
nat V.
rem V.
25 50 75
Limits (%)
Atterberg
PL
LL
PI
17T
116.8 mASL
6844594865952
DCPT Testing
North Bowmanville Dog Park
19181-001
TP103-23
November 27, 2023
EC EC
1 1
1m = 45 units
0
0.5
1
1.5
2
2.5
3
3.5
116.8
116.3
115.8
115.3
114.8
114.3
113.8
113.3
4112.8
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL: ~150 mm thick
116.65
0.15(SM) SILTY SAND: (SP) SILTY
SAND, some gravel, some clay;
brown; non-cohesive, moist,
dense
116.19
0.61Borehole terminated @ 0.6 mbgs
due to SPT refusal encountered.
Testpit open and dry
upon completion of
testing.
1 DCPT 10
21.9%10
2 DCPT 16
16
3 DCPT 38
8.5%38
4 DCPT 41
41
5 DCPT 63
63
Geotechnical Investigation Report – North Bowmanville Dog Park
Municipality of Clarington
Cambium Reference: 19181-001
December 21, 2023
Cambium Inc.
Appendix B
Physical Laboratory Testing Results
Grain Size Distribution Chart
Additional information available upon request
Issued By:Date Issued:
7 3
S-23-2062Location:TP 101-23 SS 3 Depth:0.4 m to 0.6 m Lab Sample No:
Sample Date:November 27, 2023 Sampled By:Emily Couperthwaite - Cambium Inc.
Project Number:19181-001 Client:Municipality of Clarington
Project Name:North Bowmanville Dog Park
MoistureBorehole No.Sample No.Depth Gravel Sand Silt Clay
3.8TP 101-23 SS 3 0.4 m to 0.6 m 25 65
Description
December 20, 2023
(Senior Project Manager)
Cc
Gravelly Sand trace Silt trace Clay SW 0.800 0.280 0.080 10.00 1.23
Classification D60 D30 D10 Cu
0
10
20
30
40
50
60
70
80
90
100
0.001 0.01 0.1 1 10 100PERCENT PASSINGDIAMETER (mm)
Granular A Envelope
Granular B Envelope
Sample
CLAY &SILT (<0.075 mm)
SAND (<4.75 mm to 0.075 mm)GRAVEL (>4.75 mm)
FINE MEDIUM
UNIFIED SOIL CLASSIFICATION SYSTEM
COARSE FINE COARSE
CLAY
FINE
SAND
MIT SOIL CLASSIFICATION SYSTEM
GRAVEL
BOULDERSSILT
MEDIUM COARSE FINE MEDIUM COARSE
Cambium Inc. (Laboratory)
866.217.7900 | cambium-inc.com
194 Sophia St. | Peterborough | ON | K9H 1E5 Form: L6V.2 - Grad.Hydo
Grain Size Distribution Chart
Emily Couperthwaite - Cambium Inc.
Additional information available upon request
Issued By:Date Issued:
-Silty Sand some Clay some Gravel SM 0.195 0.021 --
Classification D60 D30 D10 Cu
(Senior Project Manager)
December 11, 2023
8.5
Description Cc
TP 103-23 SS 2 0.2 m to 0.6 m 10 45 32 13
Location:
Borehole No.Sample No.Depth Gravel Sand Silt Clay Moisture
Project Name:
Project Number:
0.2 m to 0.6 m
Municipality of Clarington
North Bowmanville Dog Park
19181-001
TP 103-23 SS 2
November 27, 2023
Depth:
Sampled By:
Client:
Lab Sample No:S-23-2063
Sample Date:
0
10
20
30
40
50
60
70
80
90
1000
10
20
30
40
50
60
70
80
90
100
0.001 0.01 0.1 1 10 100 PERCENT RETAINEDPERCENT PASSINGDIAMETER (mm)
CLAY &SILT (<0.075 mm)
SAND (<4.75 mm to 0.075 mm)GRAVEL (>4.75 mm)
FINE MEDIUM
UNIFIED SOIL CLASSIFICATION SYSTEM
COARSE FINE COARSE
CLAY
FINE
SAND GRAVEL
BOULDERSSILT
MEDIUM COARSE FINE MEDIUM COARSE
MIT SOIL CLASSIFICATION SYSTEM
Cambium Inc. (Laboratory)
866.217.7900 | cambium-inc.com
194 Sophia St. | Peterborough | ON | K9H 1E5 Form: L6V.2 - Grad.Hydo
Project Number: 19181-001 Lab Number: S-23-2061
Project Name: North Bowmanville Dog Park Date Tested: 2023-12-04
Client: Municipality of Clarington Tested By: K. Dickson
Date Taken: 2023-11-27
1 – Contains organics 6 – Very moist – near optimum moisture content
2 – Contains rubble 7 – Moist – below optimum moisture
3 – Hydrocarbon Odour 8 – Dry – dry texture – powdery
4 – Unknown Chemical Odour 9 – Very small – caution may not be representative
5 – Saturated – free water visible 10 – Hold sample for gradation analysis
Moisture Content
Borehole Number Sample Number Sample Depth (m) Water Weight (g) Water Content (%) Additional Observations
101 1 0.00-0.20 7.4 6.0 NR,1
101 2 0.20-0.40 7.8 4.6 1
101 3 0.40-0.60 21.9 3.8 NR,1
102 1 0.00-0.20 45.4 24.5 NR,1
102 2 0.20-0.60 20.8 13.3 1
103 1 0.00-0.20 41.7 21.9 NR,1
103 2 0.20-0.60 87.4 8.5 NR,1
August 20, 2024
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Locations
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Municipality of Clarington
40 Temperance Street
Bowmanville, Ontario L1C 3A6
Attn: Andrei Micu
Re: Excess Soil Characterization – North Bowmanville Dog Park,
Bowmanville, Ontario
Cambium Reference: 19181-001
Dear Mr. Micu,
Cambium Inc. (Cambium) was retained by the Municipality of Clarington (Client,
“the Municipality”) to characterize in-situ soil at the site located approximately
340 m east of the intersection of Longworth Avenue and Bowmanville Avenue in
Bowmanville, Ontario (‘Project Area’; Figure 1). The Project Area is known as the
Jackman Road Closed Landfill Site and the soil characterization was completed
in support of the proposed construction of a dog park and gravel parking lot on
the Site. It is estimated that 803 m3 of excess soil will be generated from the
footprint of the proposed parking lot to an estimated depth of about 0.6 m below
ground surface (mbgs). In addition, the quality of soil used to cap the former
landfill was investigated in support of a screening level risk assessment (SLRA).
The soil characterization involved soil sampling and analysis to assess
environmental quality, including the presence of contaminants and their
respective concentration relative to regulatory standards.
The methodology for the excess soil characterization was based on the
requirements of Ontario Regulation (O.Reg.) 406/19 and the associated “Rules
for Soil Management and Excess Soil Quality Standards” (Soil Rules). The
methodology for testing in support of the SLRA was based on the requirements
of O.Reg. 153/04.
Attachment 2 to
PDS-047-24
August 20, 2024
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Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
An Assessment of Past Uses1 (APU) was completed in support of this
investigation. The APU identified four potentially contaminating activities (PCAs),
two on-site and two off-site, within the APU Study Area. The on-site PCAs are
related to an on-site historical waste disposal site and importation of fill material
of unknown quality (landfill cap). The off-site PCAs were related to historical
orchards. Only the on-site PCAs contributed to areas of potential environmental
concern (APECs) in the Project Area as shown on Figure 2. The APU identified
the following contaminants of potential concern (COPCs) for the Project Area:
• Metals, hydride-forming metals
• Petroleum hydrocarbon fractions 1 to 4 (PHC F1-F4),
• Volatile organic compounds (VOCs),
• Polycyclic aromatic hydrocarbons (PAHs),
• Polychlorinated biphenyls (PCBs), and
• And other regulated parameters (ORPs) including electrical conductivity (EC),
sodium adsorption ratio (SAR), hot water soluble boron (HWS-B), chromium
VI (CrVI), cyanide (CN-), mercury (Hg), and pH.
Methodology
The methodology for the soil characterization was developed by a qualified
person (QP) based on the requirements of O.Reg. 406/19 and O.Reg.153/04.
Cambium personnel conducted initial soil sampling, concurrently with the
geotechnical investigation2, on November 27, 2023, with additional sampling
completed on July 3, 2024. Cambium oversaw the advancement of three test pits
on November 27, 2023 (TP101-23 to TP103-23), and nine test pits on July 3,
2024 (TP201-24 to TP209-24).
1 Assessment of Past Uses – North Bowmanville Dog Park, Bowmanville, Ontario. July 31, 2024,
Cambium Inc.
2 Excess Soil Characterization – North Bowmanville Dog Park. January 5, 2024, Cambium Inc.
August 20, 2024
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Mailing Address
P.O. Box 325,
Peterborough, Ontario
Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
TP101-23 to TP103-24 were advanced within the proposed parking area to
support excess soil removal and TP201-24 to TP209-24 were advanced to
investigate the landfill cap quality. Refer to Figure 2 for the sampling locations,
and Figure 3 for results. Each test pit was advanced to a depth of about 0.6 to
0.8 mbgs. The proposed depth of excavation that will generate excess soil is
0.6 mbgs.
Soil was examined for soil type, moisture content, presence of deleterious
material, odour, and visual evidence of impacts such as staining. The soil
sampling program is included in Embedded Table 1 below.
Embedded Table 1 Soil Sampling Program
One sample from TP102-24 was submitted for Reg 558 Toxicity Characteristic
Leaching Procedure (TCLP) metals and inorganics analysis for disposal
purposes. The TCLP sample was submitted from the sampling locations where
90% (or higher) of the highest contaminant concentrations were identified.
The soil samples were submitted to Paracel, an accredited analytical laboratory.
Test pit ID Depth (m) COPC analyzed
TP101-23 0.2 – 0.4 PHCs, BTEX, metals, EC, SAR, pH
TP102-23 0.2 – 0.6 PHCs, BTEX, metals, EC, SAR, pH
TP103-23 0.2 – 0.6 PHCs, BTEX, metals, EC, SAR, pH
TP201-24 0.6 – 0.8 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP202-24 0.5 – 0.7 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP203-24 0.4 – 0.6 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
0.6 – 0.8 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP204-24 0.5 – 0.7 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP205-24 0.3 – 0.5 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP206-24 0.4 – 0.6 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP207-24 0.4 – 0.6 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP208-24 0.2 – 0.4 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
0.4 – 0.6 PHCs, VOCs, PAHs, PCBs, metals, and ORPs
TP209-24 N/A- Results were not analyzed since exceedances were not
reported at the adjacent sampling locations.
August 20, 2024
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Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
Quality Assurance and Quality Control Results
Quality control duplicate samples were analyzed as part of a Quality
Assurance/Quality Control (QA/QC) program. Blind duplicate soil samples were
submitted for analysis, as follows:
• QAQC1 is a duplicate of TP102_0.2-0.6
• QAQC201 is a duplicate of TP203_0.6-0.8
Where analytical parameters were detected in both the parent and the duplicate
samples at concentrations greater than five times the laboratory reported
detection limit (RDL), relative percent difference (RPD) was calculated to assess
the precision of the results. RPD between was calculated as follows:
𝑅𝑃𝐷(%)= |𝑥1 −𝑥2 |
𝑥𝑚
× 100%
Where: 𝑥1 = parent sample result
𝑥2 = duplicate sample result
𝑥𝑚 = arithmetic mean of parent and duplicate sample results
RPD are generally more sensitive at low parameter concentrations; as such,
RPD is not calculated when the parameter concentration of the parent and/or
duplicate sample is less than five times the laboratory RDL.
The calculated RPD results were compared to data quality objectives (DQOs)
listed in the Protocol for Analytical Methods Used in the Assessment of
Properties (MECP, 2021). These DQOs are accepted by the Ministry.
All calculated RPDs met the DQOs except for PHC F4 and antimony in QAQC1
from TP102_0.2-0.6, with a calculated RPD of 77% and 100%, respectively, as
well as PHC F4 and lead in QAQC201 from TP203_0.6-0.8, with a calculated
RPD of 35% and 32%, respectively.
The RPD exceedances could be attributed to soil heterogeneity; however, since
the remaining RPDs are within the acceptable limits, and the parent and
duplicate sample both met or exceeded the ESQS, the elevated RPDs do not
August 20, 2024
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Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
impact interpretation of results, and results were considered acceptable and
suitable for use in evaluating soil quality at the Project Area.
Results
No odours or staining were noted in the soil samples, except in TP204-24 from
0.4 to 0.7 mbgs, which was sampled. Deleterious material, such as brick, refuse,
plastics, metal, wires, and glass, was observed starting between 0.10 mbgs and
0.3 mbgs at sampling locations TP201-24, TP203-24, TP204-24, TP206-24,
TP208-24, and TP209-24, and at surface at TP207-24. Groundwater was not
encountered within the test pits.
Soil analysis results were compared to the volume independent Table 1,
Table 2.1, and Table 3.1 excess soil quality standards (ESQS) in Appendix 1 of
the Soil Rules for all property uses – agricultural and other (AO); residential,
parkland, institutional (RPI), and industrial, commercial, community (ICC).
The following is a summary of the excess soil quality standards that are met
based on the analysis (Embedded Table 2). The full set of analyses is presented
in the attached Figure 3 and Table 1.
Embedded Table 2 - Excess Soil Quality Standards Met
Sample ID
Sample
Depth
(mbgs)
Table 1
(AO)
Table 1
(RPIICC)
Table
2.1
(AO)
Table
2.1
(RPI)
Table
2.1
(ICC)
Table
3.1
(RPI)
Table
3.1
(ICC)
TP101-23 0.2 – 0.4 ✓ ✓ ✓ ✓ ✓
TP102-23 0.2 – 0.6
TP103-23 0.2 – 0.6
TP201-24 0.6 – 0.8 ✓ ✓ ✓ ✓ ✓ ✓ ✓
TP202-24 0.5 – 0.7 ✓ ✓ ✓ ✓ ✓ ✓ ✓
TP203-24
0.4 – 0.6 ✓* ✓* ✓* ✓* ✓ ✓* ✓
0.6 – 0.8 ✓
TP204-24 0.5 – 0.7 ✓ ✓ ✓ ✓ ✓ ✓ ✓
TP205-24 0.3 – 0.5 ✓ ✓ ✓ ✓ ✓ ✓ ✓
August 20, 2024
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Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
exceeds standard ✓ meets standard ✓* exceeds for SAR and/or EC only
Excluding EC and SAR exceedances, the soils exceeded for the following
contaminants as identified in Embedded Table 2 above:
• TP101-23 exceeded one or more tables for PHC F4 from 0.2 to 0.4 mbgs;
• TP102-23 exceeded one or more tables for PHCs F4, antimony, lead, and
zinc from 0.2 to 0.6 mbgs;
• TP103-23 exceeded one or more tables for antimony, barium, lead, and zinc
from 0.2 to 0.6 mbgs;
• TP203-24 exceeded one or more tables for PHC F2, F3, and F4 from 0.6 to
0.8 mbgs.
The leachate results met the O.Reg. 558 Schedule 4 leachate criteria and the
soil is considered non-leachate toxic for disposal purposes.
The bulk soil results compared to various ESQS are provided on Figure 3, and in
Figure 3 – Sample Locations
Table 1. The original laboratory Certificates of Analysis for bulk soil and leachate
analyses are attached, with bulk soil results compared to Table 1 RPIICC
standards.
SALT-IMPACTED EXCESS SOIL
Salt-related contaminants, SAR and/or EC, were present in some samples at
levels exceeding the standards. As noted in the Soil Rules, excess soil quality
Sample ID
Sample
Depth
(mbgs)
Table 1
(AO)
Table 1
(RPIICC)
Table
2.1
(AO)
Table
2.1
(RPI)
Table
2.1
(ICC)
Table
3.1
(RPI)
Table
3.1
(ICC)
TP206-24 0.4 – 0.6 ✓ ✓ ✓ ✓ ✓ ✓ ✓
TP207-24 0.4 – 0.6 ✓ ✓ ✓ ✓ ✓ ✓ ✓
TP208-24
0.2 – 0.4 ✓ ✓ ✓ ✓ ✓ ✓ ✓
0.4 – 0.6 ✓ ✓ ✓ ✓ ✓ ✓ ✓
August 20, 2024
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Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
standards are deemed to be met for those chemicals in soil resulting solely from
the use of a substance for the safety of vehicular or pedestrian traffic applied
under conditions of snow or ice or both (e.g., SAR and EC), if the salt-impacted
excess soil is placed in accordance with subsection 1(3) of Section D in Part I
(attached).
Recommendations
Cambium collected 13 bulk samples and 2 QA/QC duplicates from 11 test pits
advanced to depths of 0.6 to 0.8 mbgs within the Project Area. Bulk soil samples
were analyzed for all or some of metals, hydride-forming metals, BTEX, PHCs,
VOCs, PAHs, PCBs, metals and hydride-forming metals, and ORPs. One soil
sample was analyzed for leachate by TCLP.
The following recommendations are provided with respect to excess soil
management at the Project Area.
1. Soil within the proposed parking area (TP101-23 to TP103-23) is impacted
with metals and exceeds the Table 3.1 ICC ESQS. Excess soil exceeding
Table 3.1 ICC ESQS requires disposal at a licensed waste disposal
facility.
2. Soil north of the parking area (TP201-24 to TP208-24) within the Project
Area is the former landfill cap material, and despite soil meeting various
ESQS for reuse, fill material containing debris cannot be reused. If soil is
removed from the Project Area during grading activities it would require
disposal at a licenced waste disposal facility unless removal of
debris/waste material is completed.
3. It is noted the soil results are limited to the landfill cap material, testing
was not performed below 0.8 mbgs; therefore, comments can not be
made on the soil and groundwater quality within the former landfill.
Recommendations pertaining to health and safety planning as well as
further capping of the landfill required prior to development for parkland
use is addressed in an accompanying SLRA provided under a separate
cover.
August 20, 2024
19181-001 Page 8
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Telephone
(866) 217.7900
(705) 742.7900
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Mailing Address
P.O. Box 325,
Peterborough, Ontario
Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
Recommendations provided herein are based solely on the analysis of samples
obtained and do not represent acceptance or suitability of this material on behalf
of an intended receiving site. Should conditions encountered during excavation
vary from those described in this report, Cambium should be notified to evaluate
the need for further work.
Closing
We trust that this report meets your requirements. Should you have any
questions or concerns regarding any aspect of this report, or should you require
any further assistance, please do not hesitate to contact our office.
Best regards,
Cambium Inc.
Laura Fitzgerald, M.Sc.
Project Manager – Team Lead
Curtis Edgington, P.Eng., QPESA
Qualified Person
MH/LF/ce
Encl. Cambium Qualifications and Limitations
Salt-Impacted Excess Soil Reuse Rules
Figure 1 – Project Area Location Plan
Figure 2 – Investigation Locations
Figure 3 – Sample Locations
Table 1 – Summary of Soil Quality
Table 2 – Soil Leachate Quality (TCLP)
Laboratory Certificate of Analysis
Borehole Logs
\\cambiumincstorage.file.core.windows.net\projects\19100 to 19199\19181-001 Municipality of Clarington - GEO - North Bowmanville Dog
Park\Deliverables\REPORT - 2024 SCR\Draft\2024-08-2X SCR North Bowmanville Dog Park, 19181-001.docx
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Ottawa
Whitby
Laboratory
Peterborough
CAMBIUM QUALIFICATIONS AND LIMITATIONS
Limited Warranty
In performing work on behalf of a client, Cambium relies on its client to provide instructions on the scope of its retainer and, on
that basis, Cambium determines the precise nature of the work to be performed. Cambium undertakes all work in accordance
with applicable accepted industry practices and standards. Unless required under local laws, other than as expressly stated
herein, no other warranties or conditions, either expressed or implied, are made regarding the services, work or reports provided.
Reliance on Materials and Information
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A site assessment is created using data and information collected during the investigation of a site and based on conditions
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Only conditions at the site and locations chosen for study by the client are evaluated; no adjacent or other properties are
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August 20, 2024
19181-001 Page 10
Environmental
Geotechnical
Building Sciences
Construction Testing
& Inspections
Telephone
(866) 217.7900
(705) 742.7900
Facsimile
(705) 742.7907
Website
cambium-inc.com
Mailing Address
P.O. Box 325,
Peterborough, Ontario
Canada, K9J 6Z3
Locations
Peterborough
Kingston
Barrie
Ottawa
Whitby
Laboratory
Peterborough
Salt-Impacted Excess Soil Reuse Rules
1. For the purposes of deemed compliance with excess soil quality standards as set out in
paragraph 1 of subsection 1 (10.1) of Section A in Part II, salt -impacted excess soil shall be
placed in accordance with the following:
a. Salt-impacted excess soil may be placed in any area of the reuse site where it is
anticipated a substance will be applied for the safety of vehicular or pedestrian traffic
under conditions of snow or ice.
b. Salt-impacted excess soil may be placed at any reuse site used for an industrial or
commercial property use.
c. In respect of a reuse site used for a community, parkland, institutional, or residential
use,
i. salt-impacted excess soil may be placed at a depth of at least 1.5 metres
below the soil surface, or
ii. if subparagraph i does not apply, it must be finally placed in accordance with
a landscape plan described in subsection 5(8) of the regulation that meets
the requirements set out in paragraph 3.
d. In respect of a reuse site used for an agricultural or other property use,
i. salt-impacted excess soil may be finally placed at a depth of at least 1.5
metres below the soil surface, or
ii. if subparagraph i does not apply, in areas that will not be vegetated and only
to achieve a grade necessary to construct a planned building, including a
barn or greenhouse, or install a driveway or parking area.
2. Despite paragraph 1, in all cases, salt-impacted excess soil shall not be finally placed at any
of the following areas of a reuse site:
a. within 30 metres of a waterbody;
b. within 100 metres of a potable water well or, with respect to an approved lot that may
require a potable water well, within 100 metres of the planned water well location or if
the location of the well is unknown, the centre of the lot; or
c. an area that will be used for growing crops or pasturing livestock unless the salt-
impacted excess soil is placed 1.5 metres or greater below the soil surface.
3. A landscape plan for the purposes of subsection 5(8) of the regulation and subclause 1.c)(ii)
shall:
A. Identify the areas within the reuse site in which salt-impacted excess soil can be finally
placed, which shall include only the following:
a. An area that will be unvegetated and that is not an area of the reuse site
described in paragraph 2.
b. An area that is not an area described in paragraph 2 and that will be vegetated
with vegetation that,
i. may tolerate elevated levels of chemicals associated with salt-impacted
excess soil, or
ii. requires less than 1.5 metres of soil that meets applicable excess soil
quality standards to grow successfully.
B. Identify, for each area mentioned in subparagraph A.b):
a. The types of vegetation that may be planted in that area,
b. The acceptable levels of salt-related contaminants that may be tolerated by the
vegetation mentioned in subparagraph A.b)i, if applicable, and
c. The depth of soil that must meet the applicable excess soil quality standards in
order for the vegetation mentioned in subparagraph A.b)ii to grow successfully, if
applicable.
C. Be signed by a person with qualifications as set out in subsection 5(10) of the regulation .
COURTI
CERDO L I V E A V EHARMONY RD
S
B L O O R S T E BOWMANVI
LLEAVETAUNTO
N
R
D
BLOOR S
T
ENERGY DRGREEN RDDARLINGTON
CLARKE
TOWNL
INE
RD
CON RD
4
K IN G ST ESCUGOGSTREGIONALHIGHWAY2BETHESDA RD
NASH RD
CON RD
3
REG RD 3
SOLINA
RDLONG W O R T H A V E MAIN
ST
BASELINE
R
DP
RESTONVALERDTOWNLINE
RD
S
CONCES
SI
O
N
S
T
EENFIELD
RDLIBERTY
ST
NHOLT RDTOWNLINE
RD
NARTHUR STMEARNS AVE
BASELINE
R
D
ETRULLS RD
PEBBLES
T
O
N
E
R
D LAMBS RDPROVIDENCE
RDÆÄK
115ÆÄK
407
ÆÄK
418
ÆÄK
401 ÆÄK
401ÆÄK
407
Lake Ontario
(lac Ontario)
Highway
Major Road
Minor Road
Railway
Watercourse
Water Area
First Nations Reserve
Provincial Park
Wooded Area
Built Up Area
Figure:Created by:Checked by:
Projection:Scale:O:\GIS\MXDs\19100-19199\19181-001 Municipality of Clarington - GEO - North Bowmanville Dog Park\2024-07-10 SCR 19181.aprxDate:Project No.:
Rev.:
194 Sophia Street
Peterborough, Ontario, K9H 1E5
Tel: (705) 742.7900 Fax: (705) 742.7907
www.cambium-inc.com
NAD 1983 UTM Zone 17N1:100,000
º
LEGEND
1
19181-001
SOIL CHARACTERIZATION
REPORT
THE MUNICIPALITY
OF CLARINGTON
North Bowmanville Dog Park
Bowmanville, Ontario
LFLD
PROJECT AREA
LOCATION PLAN
Notes:
- This document contains information licensed under the Open Government
License - Ontario.
- Distances on this plan are in metres and can be converted to feet by
dividing by 0.3048.
- Cambium Inc. makes every effort to ensure this map is free from errors but
cannot be held responsible for any damages due to error or omissions. This
map should not be used for navigation or legal purposes. It is intended for
general reference use only.
0 1 2 3 4 5
km
SITE
July 2024
ED
ED
EDED
ED
ED ED
EDED
ED
ED
ED
Bo
w
m
a
nvilleCreekTP201-24
TP209-24
TP204-24TP208-24
TP202-24
TP203-24 TP206-24
TP207-24TP205-24
TP101-23
TP102-23
TP103-23
ED Test Pit
Gravel Parking Lot
Project Area
Areas of Potential Environmental
Concern:
APEC 1, 2
Figure:Created by:Checked by:
Projection:Scale:O:\GIS\MXDs\19100-19199\19181-001 Municipality of Clarington - GEO - North Bowmanville Dog Park\2024-07-10 SCR 19181.aprxDate:Project No.:
Rev.:
194 Sophia Street
Peterborough, Ontario, K9H 1E5
Tel: (705) 742.7900 Fax: (705) 742.7907
www.cambium-inc.com
NAD 1983 UTM Zone 17N1:1,500
º
LEGEND
2
19181-001
LFLD
INVESTIGATION LOCATIONS
Notes:
- Project Area and Gravel Parking Lot Area are approximate and were
obtained from Project: North Bowmanville Leash Free Dog Park, Grading
Plan, Drawing No. L3, Dated Oct 2023.
- This document contains information licensed under the Open Government
License - Ontario.
- Distances on this plan are in metres and can be converted to feet by
dividing by 0.3048.
- Cambium Inc. makes every effort to ensure this map is free from errors but
cannot be held responsible for any damages due to error or omissions. This
map should not be used for navigation or legal purposes. It is intended for
general reference use only.
0 10 20 30 40 50
m
July 2024
SOIL CHARACTERIZATION
REPORT
THE MUNICIPALITY
OF CLARINGTON
North Bowmanville Dog Park
Bowmanville, Ontario
Area of Potential
Environmental Concern
APEC 1 1
PCA #58: Waste Disposal and Waste Management, including thermal
treatment, landfilling and transfer of waste, other than use of biosoils
as soil conditioners
APEC 2 2 PCA #30: Importation of Fill Material of Unknown Quality
Potentially Contaminating Activity
ED
ED
EDED
ED
ED ED
EDED
ED
ED
ED
((((
((((
((((((((
((((
((((((((
(((((
(((((
(((((
(((((BowmanvilleCreekTP201-24
TP209-24
TP204-24TP208-24
TP202-24
TP203-24 TP206-24
TP207-24TP205-24
TP101-23
TP102-23
TP103-23
ED Test Pit
((((Meets Table 1 AO
(((((Exceeds Table 1 AO
Gravel Parking Lot
Project Area
Figure:Created by:Checked by:
Projection:Scale:O:\GIS\MXDs\19100-19199\19181-001 Municipality of Clarington - GEO - North Bowmanville Dog Park\2024-07-10 SCR 19181.aprxDate:Project No.:
Rev.:
194 Sophia Street
Peterborough, Ontario, K9H 1E5
Tel: (705) 742.7900 Fax: (705) 742.7907
www.cambium-inc.com
NAD 1983 UTM Zone 17N1:1,500
º
LEGEND
3
19181-001
LFLD
SOIL QUALITY
Notes:
- Project Area and Gravel Parking Lot Area are approximate and were
obtained from Project: North Bowmanville Leash Free Dog Park, Grading
Plan, Drawing No. L3, Dated Oct 2023.
- This document contains information licensed under the Open Government
License - Ontario.
- Distances on this plan are in metres and can be converted to feet by
dividing by 0.3048.
- Cambium Inc. makes every effort to ensure this map is free from errors but
cannot be held responsible for any damages due to error or omissions. This
map should not be used for navigation or legal purposes. It is intended for
general reference use only.
0 10 20 30 40 50
m
July 2024
SOIL CHARACTERIZATION
REPORT
THE MUNICIPALITY
OF CLARINGTON
North Bowmanville Dog Park
Bowmanville, Ontario
Contaminant Table 1 AO Table 1
RPIICC Table 2.1 AO Table 2.1 RPI Table 2.1 ICC Table 3.1 RPI Table 3.1 ICC
PHC F2 10 10 10 10 26 10 26
PHC F3 240 240 240 240 240 300 1,700
PHC F4 120 120 2800 2800 3300 2800 3300
Antimony 1 1.3 7.5 7.5 40 7.5 40
Barium 210 220 390 390 670 390 670
Copper 62 92 140 140 230 140 230
Lead 45 120 45 120 120 120 120
Zinc 290 290 340 340 340 340 340
Depth (m)0.2-0.4
Sample Date 2023-Nov-27
PHC F2 <4
PHC F3 100
PHC F4 284
Antimony <1.0
Barium 42.6
Copper 15.2
Lead 10.9
Zinc 55.4
TP101
Sample Type Parent Duplicate
Depth (m)0.2-0.6 0.2-0.6
Sample Date 2023-Nov-27 2023-Nov-27
PHC F2 <4 <4
PHC F3 167 74
PHC F4 132 82
Antimony 13.5 4.5
Barium 168 155
Copper 61.8 50.5
Lead 277 361
Zinc 475 387
TP102
Depth (m)0.2-0.6
Sample Date 2023-Nov-27
PHC F2 <4
PHC F3 45
PHC F4 <6
Antimony 27.5
Barium 245
Copper 77.1
Lead 216
Zinc 469
TP103
Sample Type Parent Duplicate
Depth (m)0.6-0.8 0.6-0.8
Sample Date 2024-Jul-03 2024-Jul-03
PHC F2 13 11
PHC F3 324 403
PHC F4 88 266
Antimony <1.0 <1.0
Barium 25.3 22.8
Copper 6.1 5.4
Lead 23.6 32.6
Zinc 24.0 23.2
TP203
Table 1: Summary of Soil Quality
Soil Characterization Report
North Bowmanville Dog Park, Clarington
Municipality of Clarington
19181-001
Location Code TP101 TP103 TP201 TP202 TP203 TP204 TP205 TP206 TP207 TP208 TP208
Field ID TP101_0.2-0.4 TP102_0.2-0.6 QAQC1 TP103_0.2-0.6 TP201_0.6-0.8 TP202_0.5-0.7 TP203_0.4-0.6 TP203_0.6-0.8 QAQC201 TP204_0.5-0.7 TP205_0.3-0.5 TP206_0.4-0.6 TP207_0.4-0.6 TP208_0.2-0.4 TP208_0.4-0.6
Depth 0.2 - 0.4 0.2 - 0.6 0.2 - 0.6 0.2 - 0.6 0.6 - 0.8 0.5 - 0.7 0.4 - 0.6 0.6 - 0.8 0.6 - 0.8 0.5 - 0.7 0.3 - 0.5 0.4 - 0.6 0.4 - 0.6 0.2 - 0.4 0.4 - 0.6
Date 27 Nov 2023 27 Nov 2023 27 Nov 2023 27 Nov 2023 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024
BTEX
Benzene µg/g 0.02 0.02 0.02 0.02 0.02 0.034 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Toluene µg/g 0.05 0.2 0.2 0.2 0.99 7.8 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Ethylbenzene µg/g 0.05 0.05 0.05 0.05 1.9 1.9 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Xylene Total µg/g 0.05 0.05#1 0.091#1 0.091#1 0.9#1 3#1 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
PHCs
F1 µg/g 7 25#2 25 25 25 25 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7
F2 µg/g 4 10#3 10 26 10 26 <4 <4 <4 <4 <4 <4 <4 13 11 5 <4<4<4<4<4
F3 µg/g 8 240#4 240 240 300 1,700 100 167 74 45 19 <8 <8 324 403 119 10 27 <8 <8 20
F4 µg/g 6 120 2,800 3,300 2,800 3,300 284 132 82<6 7 <6<688125 47 7 7 <6 <6 16
F4G-SG (GHH-Silica) µg/g 50 120 2,800 3,300 2,800 3,300 --------266 ------
PAHs
Acenaphthene µg/g 0.02 0.072 2.5 2.5 14 15 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Acenaphthylene µg/g 0.02 0.093 0.093 0.093 0.093 0.093 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Anthracene µg/g 0.02 0.16 0.16 0.16 0.16 0.16 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benz(a)anthracene µg/g 0.02 0.36 0.5 0.92 0.5 1 - - - - <0.02 <0.02 <0.02 0.03 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(a)pyrene µg/g 0.02 0.3 0.31 0.31 0.57 0.7 - - - - <0.02 <0.02 <0.02 0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(g,h,i)perylene µg/g 0.02 0.68 6.6 13 6.6 13 - - - - <0.02 <0.02 <0.02 0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(k)fluoranthene µg/g 0.02 0.48 3.1 3.1 5.7 7 - - - - <0.02 <0.02 <0.02 0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(b/j)fluoranthene µg/g 0.02 0.47#5 3.2 3.2 5.7 7 - - - - <0.02 <0.02 <0.02 0.03 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Chrysene µg/g 0.02 2.8 7 9.4 7 14 - - - - <0.02 <0.02 <0.02 0.04 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Dibenz(a,h)anthracene µg/g 0.02 0.1 0.57 0.7 0.57 0.7 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Fluoranthene µg/g 0.02 0.56 0.69 2.8 0.69 70 - - - - <0.02 <0.02 <0.02 0.06 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Fluorene µg/g 0.02 0.12 6.8 6.8 6.8 6.8 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Indeno(1,2,3-c,d)pyrene µg/g 0.02 0.23 0.38 0.76 0.38 0.76 - - - - <0.02 <0.02 <0.02 0.03 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Methylnaphthalene 1 & 2 µg/g 0.04 0.59#6 0.59#6 0.59#6 0.92#6 8.7#6 - - - - <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04
Naphthalene µg/g 0.01 0.09 0.2 0.2 0.59 1.8 - - - - <0.01 <0.01 <0.01 <0.01 <0.01 0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Phenanthrene µg/g 0.02 0.69 6.2 12 6.2 12 - - - - <0.02 <0.02 <0.02 0.06 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Pyrene µg/g 0.02 12828 70 70 - - - - <0.02 <0.02 <0.02 0.07 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
PCBs
PCBs total µg/g 0.05 0.3#7 0.35#7 0.78#7 0.35#7 0.78#7 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Decachlorobiphenyl mg/kg - - - - 0.131 0.136 0.126 0.123 0.104 0.126 0.125 0.122 0.119 0.117 0.101
Phenols
2-Fluorobiphenyl mg/kg - - - - 1.01 0.988 0.881 1.09 0.809 0.805 0.952 0.813 1.08 1.31 1.05
4-Terphenyl-d14 mg/kg - - - - 1.23 1.21 0.81 1.23 0.861 0.868 1.28 1.13 1.03 0.883 1.07
VOCs
Acetone µg/g 0.5 0.5 0.5 0.5 1.8 1.8 - - - - <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Bromomethane µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Bromoform µg/g 0.05 0.05 0.05 0.05 2.5 2.5 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Bromodichloromethane µg/g 0.05 0.05 0.05 0.05 5.8 5.8 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Carbon tetrachloride µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Chlorobenzene µg/g 0.05 0.05 0.083 0.083 0.28 0.28 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Chloroform µg/g 0.05 0.05 0.05 0.05 0.08 0.26 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dibromoethane,1,2- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorobenzene, 1,2- µg/g 0.05 0.05 3.4 6.8 3.4 6.8 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorobenzene, 1,3- µg/g 0.05 0.05 0.26 0.26 4.8 6.8 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorobenzene, 1,4- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorodifluoromethane µg/g 0.05 0.05 1.5 1.5 1.8 1.8 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethane, 1,1- µg/g 0.05 0.05 0.05 0.05 0.14 0.57 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethane, 1,2- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethylene, 1,1- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethylene, 1,2-trans- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethylene, 1,2-cis- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloromethane µg/g 0.05 0.05 0.05 0.05 0.06 0.2 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloropropane, 1,2- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloropropene, 1,3- cis & trans µg/g 0.05 0.05#8 0.05#8 0.05#8 0.05#8 0.05#8 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dibromochloromethane µg/g 0.05 0.05 0.05 0.05 5.5 5.5 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Hexane µg/g 0.05 0.05 2.5 2.5 2.5 2.5 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Methyl Ethyl Ketone µg/g 0.5 0.5 0.5 0.5 14 26 - - - - <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Methyl Iso-Butyl Ketone µg/g 0.5 0.5 0.5 0.5 0.89 17 - - - - <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
MTBE µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Styrene µg/g 0.05 0.05 0.05 0.05 0.5 6.8 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Tetrachloroethylene µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Tetrachloroethane, 1,1,1,2- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Tetrachloroethane, 1,1,2,2- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichloroethane, 1,1,1- µg/g 0.05 0.05 0.11 0.12 0.11 0.4 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichloroethane, 1,1,2- µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichloroethylene µg/g 0.05 0.05 0.05 0.05 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichlorofluoromethane µg/g 0.05 0.25 0.25 0.25 0.46 0.46 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Vinyl chloride µg/g 0.02 0.02 0.02 0.02 0.02 0.02 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Metals
Antimony µg/g 1 1.3 7.5 40 7.5 40 <1.0 13.5 4.5 27.5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Arsenic µg/g 1 18 18 18 18 18 2.9 8.1 8.4 8.8 2 1.4 7.4 1.9 2.1 2 2.5 1.7 2.4 1.2 1.3
Barium µg/g 1 220 390 670 390 670 42.6 168 155 245 15.9 12.7 62.5 25.3 22.8 24.1 34.5 16.7 54.6 18.7 23.3
Beryllium µg/g 0.5 2.5 4 8 4 8 <0.5 0.5 0.5 0.6 <0.5 <0.5 0.7 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5
Boron µg/g 5 36 120#9 120#9 120#9 120#9 8 8.8 9.1 9.2 <5.0 <5.0 11.4 <5.0 <5.0 <5.0 <5.0 <5.0 7 <5.0 <5.0
Cadmium µg/g 0.5 1.2 1.2 1.9 1.2 1.9 <0.5 0.9 0.8 0.9 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5
Chromium (III+VI) µg/g 5 70 160 160 160 160 26.3 22.3 23.1 24.5 7.9 6.1 22.1 10 8.9 9.1 11.2 8 14.2 7 8.9
Cobalt µg/g 1 21 22 80 22 80 5.7 5.9 6.3 6.6 2.4 1.6 9.1 2.5 2.4 2.6 3.4 2.4 4.3 2.1 2.4
Copper µg/g 5 92 140 230 140 230 15.2 61.8 50.5 77.1 <5.0 <5.0 15.9 6.1 5.4 5.4 7 <5.0 10 <5.0 <5.0
Lead µg/g 1 120 120 120 120 120 10.9 277 361 216 1.9 1.5 8.1 23.6 32.6 5.3 7.9 2.4 12 1.8 4.1
Molybdenum µg/g 1 26.9 40 6.9 40 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 1.8 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Nickel µg/g 5 82 100 270 100 270 8.6 13.3 13.9 14.7 <5.0 <5.0 23.7 5.2 5.1 <5.0 6.1 <5.0 8.2 <5.0 <5.0
Selenium µg/g 1 1.5 2.4 5.5 2.4 5.5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Silver µg/g 0.3 0.5 20 40 20 40 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3
Thallium µg/g 1 113.3 1 3.3 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Uranium µg/g 1 2.5 23 33 23 33 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Vanadium µg/g 10 86 86 86 86 86 34.7 28.9 30.9 31.2 18 14 33.8 19.1 18.1 18.3 22.6 17.8 25.2 15.8 18.1
Zinc µg/g 20 290 340 340 340 340 55.4 475 387 469 <20.0 <20.0 49.8 24 23.2 20.9 29.5 <20.0 48.1 <20.0 <20.0
ORPs
Boron (hot water soluble) µg/g 0.5 1.5#10 2#10 1.5#10 2#10 - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5
Chromium (hexavalent) µg/g 0.2 0.66 8 8 8 8 - - - - <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2
Cyanide (Free) µg/g 0.03 0.051 0.051 0.051 0.051 0.051 - - - - <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03
Electrical Conductivity (Lab) µS/cm 5 570 700 1,400 700 1,400 151 147 139 138 114 81 1,040 329 339 389 136 137 98 88 103
Mercury µg/g 0.1 0.27 0.27 0.27 0.27 0.27 - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
pH (Lab) -0.05 5-9 7.54 7.47 7.38 7.41 6.88 7.12 7.43 6.98 7.07 7.1 7.07 7.18 7.42 7.5 7.41
Sodium Adsorption Ratio -0.01 2.4 5 12 5 12 0.09 0.08 0.08 0.07 0.09 0.09 11.2 0.07 0.07 0.07 0.08 0.09 0.11 0.12 0.11
Comments
#1 Standard is applicable to total xylenes; m & p-xylenes and o-xylenes should be summed for comparison.
#2 Standard is applicable to PHC in the F1 range minus BTEX.
#3 Standard is applicable to PHC F2 minus naphthalene. If naphthalene is not analyzed, the standard is applied to F2.
#4 Standard is applicable to PHC F3 minus PAHs (other than naphthalene). If PAHs have not been measured, the standard is applied to F3.
#5 Standard is for benzo(b)fluoranthene; however, the laboratory can not distinguish between benzo(b)fluoranthene and benzo(k)fluoranthene.
#6 Standard is applicable to Methylnaphthalene, 1- and Methylnaphthalene, 2-. If both are detected, the sum of the two must not exceed the standard.
#7 Standard is applicable to total PCBs, Individual aroclors should be added for comparison.
#8 Standard is applicable to 1,3-Dichloropropene. Individual isomers (cis + trans) should be added for comparison.
#9 Total Boron standard is for sub-surface soil (>1.5 m).
#10 HWS Boron standard is for surface soil (<1.5 m).
Unit EQL
Table 1 -
RPIICC
Table 2.1 -
RPI
TP102 TP203
Table 2.1 -
ICC
Table 3.1 -
RPI
Table 3.1 -
ICC
Table 3 ‐ Soil Leachate QualitySoil Characterization Report North Bowmanville Dog Park, Bowmanville, OntarioThe Municipality of ClaringtonCambium Ref: 19181-001 Location CodeTP102-24 Field IDTP102_0.2-0.6 Depth (mbgs)0.2-0.6 Date27 Nov 2023MetalsArsenic µg/L502,500<50Barium µg/L50100,0001450Boron µg/L50500,000<50Cadmium µg/L10500<10Chromium (III+VI) µg/L505,000<50Lead µg/L505,000110Selenium µg/L501,000<50Silverµg/L505,000<50Uranium µg/L5010,000<50ORPsCyanide (Free) µg/L2020,000<20Mercury µg/L5100<5Nitrate (as N) mg/L1NV<1Nitrite (as N) mg/L1NV<1Nitrite + Nitrate (as N) mg/L21,000<2OtherFluoride mg/L0.051500.20UnitEQLO.Reg 558
1-800-749-1947
www.paracellabs.com
Certificate of Analysis
Cambium Inc. (Whitby)
223 Brock Street North, Unit 7
Whitby, ON L1N 4N6
Attn: Laura Fitzgerald
Report Date: 17-Jul-2024
Client PO:
Project: 19181-001
Custody: 144911, 144912
This Certificate of Analysis contains analytical data applicable to the following samples as submitted:
Order Date: 4-Jul-2024
Revised Report Order #: 2427237
Paracel ID Client ID
2427237-02 TP201_0.6-0.8
2427237-03 TP202_0.5-0.7
2427237-04 TP203_0.4-0.6
2427237-05 TP203_0.6-0.8
2427237-06 TP204_0.5-0.7
2427237-07 TP205_0.3-0.5
2427237-08 TP206_0.4-0.6
2427237-09 TP207_0.4-0.6
2427237-10 TP208_0.4-0.6
2427237-12 TP208_0.2-0.4
2427237-13 QAQC201
Approved By:Mark Foto, M.Sc.
Lab Supervisor
Page 1 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Analysis Summary Table
Analysis Method Reference/Description Extraction Date Analysis Date
Boron, available MOE (HWE), EPA 200.8 - ICP-MS 9-Jul-249-Jul-24
Chromium, hexavalent - soil MOE E3056 - Extraction, colourimetric 9-Jul-249-Jul-24
Conductivity MOE E3138 - probe @25 °C, water ext 9-Jul-249-Jul-24
Cyanide, free MOE E3015 - Auto Colour, water extraction 9-Jul-249-Jul-24
Mercury by CVAA EPA 7471B - CVAA, digestion 9-Jul-249-Jul-24
PCBs, total SW846 8082A - GC-ECD 9-Jul-249-Jul-24
pH, soil EPA 150.1 - pH probe @ 25 °C, CaCl buffered ext.9-Jul-249-Jul-24
PHC F1 CWS Tier 1 - P&T GC-FID 8-Jul-248-Jul-24
PHC F4G (gravimetric)CWS Tier 1 - Extraction Gravimetric 10-Jul-248-Jul-24
PHCs F2 to F4 CWS Tier 1 - GC-FID, extraction 9-Jul-248-Jul-24
REG 153: Metals by ICP/MS, soil EPA 6020 - Digestion - ICP-MS 9-Jul-249-Jul-24
REG 153: PAHs by GC-MS EPA 8270 - GC-MS, extraction 9-Jul-248-Jul-24
REG 153: VOCs by P&T GC/MS EPA 8260 - P&T GC-MS 8-Jul-248-Jul-24
SAR Calculated 9-Jul-249-Jul-24
Solids, %CWS Tier 1 - Gravimetric 9-Jul-248-Jul-24
Page 2 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Summary of Criteria Exceedances
(If this page is blank then there are no exceedances)
Sample Analyte MDL / Units Result Reg 153/04 -T1 Res -
Only those criteria that a sample exceeds will be highlighted in red
Regulatory Comparison:
Paracel Laboratories has provided regulatory guidelines on this report for informational purposes only and makes no representations or warranties that the data is accurate or reflects the current regulatory
values. The user is advised to consult with the appropriate official regulations to evaluate compliance. Sample results that are highlighted have exceeded the selected regulatory limit. Calculated uncertainty
estimations have not been applied for determining regulatory exceedances.
-2.4 N/ASAR0.01 N/ATP203_0.4-0.6 11.2
-0.57 mS/cmConductivity0.005 mS/cmTP203_0.4-0.6 1.04
-10 ug/g F2 PHCs (C10-C16)4 ug/g TP203_0.6-0.8 13
-240 ug/g F3 PHCs (C16-C34)8 ug/g TP203_0.6-0.8 324
-10 ug/g F2 PHCs (C10-C16)4 ug/g QAQC201 11
-240 ug/g F3 PHCs (C16-C34)8 ug/g QAQC201 403
-120 ug/g F4 PHCs (C34-C50)6 ug/g QAQC201 125 [2]
-120 ug/g F4G PHCs (gravimetric)50 ug/g QAQC201 266
Page 3 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP201_0.6-0.8 TP202_0.5-0.7 TP203_0.4-0.6 TP203_0.6-0.8Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-02
Soil
03-Jul-24 00:00
2427237-03
Soil
03-Jul-24 00:00
2427237-04
Soil
03-Jul-24 00:00
2427237-05
Soil
Reg 153/04 -T1 Res -
Physical Characteristics
90.587.491.190.7% Solids 0.1 % by Wt.--
General Inorganics
0.0711.20.090.09SAR0.01 N/A 2.4 N/A -
0.3291.040.0810.114Conductivity0.005 mS/cm 0.57 mS/cm -
<0.03<0.03<0.03<0.03Cyanide, free 0.03 ug/g 0.051 ug/g -
6.987.437.126.88pH0.05 pH Units 5.00 - 9.00 pH Units -
Metals
<1.0<1.0<1.0<1.0Antimony1.0 ug/g 1.3 ug/g -
1.97.41.42.0Arsenic1.0 ug/g 18 ug/g -
25.362.512.715.9Barium1.0 ug/g 220 ug/g -
<0.50.7<0.5<0.5Beryllium0.5 ug/g 2.5 ug/g -
<5.011.4<5.0<5.0Boron5.0 ug/g 36 ug/g -
<0.5<0.5<0.5<0.5Boron, available 0.5 ug/g --
<0.5<0.5<0.5<0.5Cadmium0.5 ug/g 1.2 ug/g -
<0.2<0.2<0.2<0.2Chromium (VI)0.2 ug/g 0.66 ug/g -
10.022.16.17.9Chromium5.0 ug/g 70 ug/g -
2.59.11.62.4Cobalt1.0 ug/g 21 ug/g -
6.115.9<5.0<5.0Copper5.0 ug/g 92 ug/g -
23.68.11.51.9Lead1.0 ug/g 120 ug/g -
<0.1<0.1<0.1<0.1Mercury0.1 ug/g 0.27 ug/g -
<1.01.8<1.0<1.0Molybdenum1.0 ug/g 2 ug/g -
5.223.7<5.0<5.0Nickel5.0 ug/g 82 ug/g -
<1.0<1.0<1.0<1.0Selenium1.0 ug/g 1.5 ug/g -
<0.3<0.3<0.3<0.3Silver0.3 ug/g 0.5 ug/g -
<1.0<1.0<1.0<1.0Thallium1.0 ug/g 1 ug/g -
Page 4 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP201_0.6-0.8 TP202_0.5-0.7 TP203_0.4-0.6 TP203_0.6-0.8Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-02
Soil
03-Jul-24 00:00
2427237-03
Soil
03-Jul-24 00:00
2427237-04
Soil
03-Jul-24 00:00
2427237-05
Soil
Reg 153/04 -T1 Res -
Metals
<1.0<1.0<1.0<1.0Uranium1.0 ug/g 2.5 ug/g -
19.133.814.018.0Vanadium10.0 ug/g 86 ug/g -
24.049.8<20.0<20.0Zinc20.0 ug/g 290 ug/g -
Volatiles
<0.50<0.50<0.50<0.50Acetone0.50 ug/g 0.5 ug/g -
<0.02<0.02<0.02<0.02Benzene0.02 ug/g 0.02 ug/g -
<0.05<0.05<0.05<0.05Bromodichloromethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Bromoform0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Bromomethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Carbon Tetrachloride 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Chlorobenzene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Chloroform0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Dibromochloromethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Dichlorodifluoromethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,2-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,3-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,4-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1-Dichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,2-Dichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1-Dichloroethylene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05cis-1,2-Dichloroethylene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05trans-1,2-Dichloroethylene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,2-Dichloropropane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05cis-1,3-Dichloropropylene 0.05 ug/g --
<0.05<0.05<0.05<0.05trans-1,3-Dichloropropylene 0.05 ug/g --
Page 5 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP201_0.6-0.8 TP202_0.5-0.7 TP203_0.4-0.6 TP203_0.6-0.8Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-02
Soil
03-Jul-24 00:00
2427237-03
Soil
03-Jul-24 00:00
2427237-04
Soil
03-Jul-24 00:00
2427237-05
Soil
Reg 153/04 -T1 Res -
Volatiles
<0.05<0.05<0.05<0.051,3-Dichloropropene, total 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Ethylbenzene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Ethylene dibromide (dibromoethane, 1,2-)0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Hexane0.05 ug/g 0.05 ug/g -
<0.50<0.50<0.50<0.50Methyl Ethyl Ketone (2-Butanone)0.50 ug/g 0.5 ug/g -
<0.50<0.50<0.50<0.50Methyl Isobutyl Ketone 0.50 ug/g 0.5 ug/g -
<0.05<0.05<0.05<0.05Methyl tert-butyl ether 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Methylene Chloride 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Styrene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1,1,2-Tetrachloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1,2,2-Tetrachloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Tetrachloroethylene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Toluene0.05 ug/g 0.2 ug/g -
<0.05<0.05<0.05<0.051,1,1-Trichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1,2-Trichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Trichloroethylene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Trichlorofluoromethane0.05 ug/g 0.25 ug/g -
<0.02<0.02<0.02<0.02Vinyl chloride 0.02 ug/g 0.02 ug/g -
<0.05<0.05<0.05<0.05m,p-Xylenes 0.05 ug/g --
<0.05<0.05<0.05<0.05o-Xylene 0.05 ug/g --
<0.05<0.05<0.05<0.05Xylenes, total 0.05 ug/g 0.05 ug/g -
SurrogateDibromofluoromethane --114%118%76.9%118%
Surrogate4-Bromofluorobenzene --104%104%98.3%104%
SurrogateToluene-d8 --121%119%127%120%
Hydrocarbons
Page 6 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP201_0.6-0.8 TP202_0.5-0.7 TP203_0.4-0.6 TP203_0.6-0.8Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-02
Soil
03-Jul-24 00:00
2427237-03
Soil
03-Jul-24 00:00
2427237-04
Soil
03-Jul-24 00:00
2427237-05
Soil
Reg 153/04 -T1 Res -
Hydrocarbons
<7<7<7<7F1 PHCs (C6-C10)7 ug/g 25 ug/g -
13<4<4<4F2 PHCs (C10-C16)4 ug/g 10 ug/g -
324<8<819F3 PHCs (C16-C34)8 ug/g 240 ug/g -
88<6<67F4 PHCs (C34-C50)6 ug/g 120 ug/g -
Semi-Volatiles
<0.02<0.02<0.02<0.02Acenaphthene0.02 ug/g 0.072 ug/g -
<0.02<0.02<0.02<0.02Acenaphthylene0.02 ug/g 0.093 ug/g -
<0.02<0.02<0.02<0.02Anthracene0.02 ug/g 0.16 ug/g -
0.03<0.02<0.02<0.02Benzo [a] anthracene 0.02 ug/g 0.36 ug/g -
0.02<0.02<0.02<0.02Benzo [a] pyrene 0.02 ug/g 0.3 ug/g -
0.03<0.02<0.02<0.02Benzo [b] fluoranthene 0.02 ug/g 0.47 ug/g -
0.02<0.02<0.02<0.02Benzo [g,h,i] perylene 0.02 ug/g 0.68 ug/g -
0.02<0.02<0.02<0.02Benzo [k] fluoranthene 0.02 ug/g 0.48 ug/g -
0.04<0.02<0.02<0.02Chrysene0.02 ug/g 2.8 ug/g -
<0.02<0.02<0.02<0.02Dibenzo [a,h] anthracene 0.02 ug/g 0.1 ug/g -
0.06<0.02<0.02<0.02Fluoranthene0.02 ug/g 0.56 ug/g -
<0.02<0.02<0.02<0.02Fluorene0.02 ug/g 0.12 ug/g -
0.03<0.02<0.02<0.02Indeno [1,2,3-cd] pyrene 0.02 ug/g 0.23 ug/g -
<0.02<0.02<0.02<0.021-Methylnaphthalene 0.02 ug/g 0.59 ug/g -
<0.02<0.02<0.02<0.022-Methylnaphthalene 0.02 ug/g 0.59 ug/g -
<0.04<0.04<0.04<0.04Methylnaphthalene (1&2)0.04 ug/g 0.59 ug/g -
<0.01<0.01<0.01<0.01Naphthalene0.01 ug/g 0.09 ug/g -
0.06<0.02<0.02<0.02Phenanthrene0.02 ug/g 0.69 ug/g -
0.07<0.02<0.02<0.02Pyrene0.02 ug/g 1 ug/g -
Surrogate2-Fluorobiphenyl --69.0%67.5%57.8%73.8%
Page 7 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP201_0.6-0.8 TP202_0.5-0.7 TP203_0.4-0.6 TP203_0.6-0.8Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-02
Soil
03-Jul-24 00:00
2427237-03
Soil
03-Jul-24 00:00
2427237-04
Soil
03-Jul-24 00:00
2427237-05
Soil
Reg 153/04 -T1 Res -
Semi-Volatiles
SurrogateTerphenyl-d14 --83.4%82.9%53.1%83.4%
PCBs
<0.05<0.05<0.05<0.05PCBs, total 0.05 ug/g 0.3 ug/g -
SurrogateDecachlorobiphenyl --119%124%110%111%
Page 8 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP204_0.5-0.7 TP205_0.3-0.5 TP206_0.4-0.6 TP207_0.4-0.6Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-06
Soil
03-Jul-24 00:00
2427237-07
Soil
03-Jul-24 00:00
2427237-08
Soil
03-Jul-24 00:00
2427237-09
Soil
Reg 153/04 -T1 Res -
Physical Characteristics
91.890.387.190.5% Solids 0.1 % by Wt.--
General Inorganics
0.110.090.080.07SAR0.01 N/A 2.4 N/A -
0.0980.1370.1360.389Conductivity0.005 mS/cm 0.57 mS/cm -
<0.03<0.03<0.03<0.03Cyanide, free 0.03 ug/g 0.051 ug/g -
7.427.187.077.10pH0.05 pH Units 5.00 - 9.00 pH Units -
Metals
<1.0<1.0<1.0<1.0Antimony1.0 ug/g 1.3 ug/g -
2.41.72.52.0Arsenic1.0 ug/g 18 ug/g -
54.616.734.524.1Barium1.0 ug/g 220 ug/g -
<0.5<0.5<0.5<0.5Beryllium0.5 ug/g 2.5 ug/g -
7.0<5.0<5.0<5.0Boron5.0 ug/g 36 ug/g -
<0.5<0.5<0.5<0.5Boron, available 0.5 ug/g --
<0.5<0.5<0.5<0.5Cadmium0.5 ug/g 1.2 ug/g -
<0.2<0.2<0.2<0.2Chromium (VI)0.2 ug/g 0.66 ug/g -
14.28.011.29.1Chromium5.0 ug/g 70 ug/g -
4.32.43.42.6Cobalt1.0 ug/g 21 ug/g -
10.0<5.07.05.4Copper5.0 ug/g 92 ug/g -
12.02.47.95.3Lead1.0 ug/g 120 ug/g -
<0.1<0.1<0.1<0.1Mercury0.1 ug/g 0.27 ug/g -
<1.0<1.0<1.0<1.0Molybdenum1.0 ug/g 2 ug/g -
8.2<5.06.1<5.0Nickel5.0 ug/g 82 ug/g -
<1.0<1.0<1.0<1.0Selenium1.0 ug/g 1.5 ug/g -
<0.3<0.3<0.3<0.3Silver0.3 ug/g 0.5 ug/g -
<1.0<1.0<1.0<1.0Thallium1.0 ug/g 1 ug/g -
Page 9 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP204_0.5-0.7 TP205_0.3-0.5 TP206_0.4-0.6 TP207_0.4-0.6Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-06
Soil
03-Jul-24 00:00
2427237-07
Soil
03-Jul-24 00:00
2427237-08
Soil
03-Jul-24 00:00
2427237-09
Soil
Reg 153/04 -T1 Res -
Metals
<1.0<1.0<1.0<1.0Uranium1.0 ug/g 2.5 ug/g -
25.217.822.618.3Vanadium10.0 ug/g 86 ug/g -
48.1<20.029.520.9Zinc20.0 ug/g 290 ug/g -
Volatiles
<0.50<0.50<0.50<0.50Acetone0.50 ug/g 0.5 ug/g -
<0.02<0.02<0.02<0.02Benzene0.02 ug/g 0.02 ug/g -
<0.05<0.05<0.05<0.05Bromodichloromethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Bromoform0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Bromomethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Carbon Tetrachloride 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Chlorobenzene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Chloroform0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Dibromochloromethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Dichlorodifluoromethane0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,2-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,3-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,4-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1-Dichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,2-Dichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1-Dichloroethylene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05cis-1,2-Dichloroethylene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05trans-1,2-Dichloroethylene 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,2-Dichloropropane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05cis-1,3-Dichloropropylene 0.05 ug/g --
<0.05<0.05<0.05<0.05trans-1,3-Dichloropropylene 0.05 ug/g --
Page 10 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP204_0.5-0.7 TP205_0.3-0.5 TP206_0.4-0.6 TP207_0.4-0.6Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-06
Soil
03-Jul-24 00:00
2427237-07
Soil
03-Jul-24 00:00
2427237-08
Soil
03-Jul-24 00:00
2427237-09
Soil
Reg 153/04 -T1 Res -
Volatiles
<0.05<0.05<0.05<0.051,3-Dichloropropene, total 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Ethylene dibromide (dibromoethane, 1,2-)0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Ethylbenzene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Hexane0.05 ug/g 0.05 ug/g -
<0.50<0.50<0.50<0.50Methyl Ethyl Ketone (2-Butanone)0.50 ug/g 0.5 ug/g -
<0.50<0.50<0.50<0.50Methyl Isobutyl Ketone 0.50 ug/g 0.5 ug/g -
<0.05<0.05<0.05<0.05Methyl tert-butyl ether 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Methylene Chloride 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Styrene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1,1,2-Tetrachloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1,2,2-Tetrachloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Tetrachloroethylene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Toluene0.05 ug/g 0.2 ug/g -
<0.05<0.05<0.05<0.051,1,1-Trichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.051,1,2-Trichloroethane 0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Trichloroethylene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Trichlorofluoromethane0.05 ug/g 0.25 ug/g -
<0.02<0.02<0.02<0.02Vinyl chloride 0.02 ug/g 0.02 ug/g -
<0.05<0.05<0.05<0.05m,p-Xylenes 0.05 ug/g --
<0.05<0.05<0.05<0.05o-Xylene 0.05 ug/g --
<0.05<0.05<0.05<0.05Xylenes, total 0.05 ug/g 0.05 ug/g -
Surrogate4-Bromofluorobenzene --102%106%104%95.2%
SurrogateToluene-d8 --118%122%120%110%
SurrogateDibromofluoromethane --118%117%117%78.2%
Hydrocarbons
Page 11 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP204_0.5-0.7 TP205_0.3-0.5 TP206_0.4-0.6 TP207_0.4-0.6Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-06
Soil
03-Jul-24 00:00
2427237-07
Soil
03-Jul-24 00:00
2427237-08
Soil
03-Jul-24 00:00
2427237-09
Soil
Reg 153/04 -T1 Res -
Hydrocarbons
<7<7<7<7F1 PHCs (C6-C10)7 ug/g 25 ug/g -
<4<4<45F2 PHCs (C10-C16)4 ug/g 10 ug/g -
<82710119F3 PHCs (C16-C34)8 ug/g 240 ug/g -
<67747F4 PHCs (C34-C50)6 ug/g 120 ug/g -
Semi-Volatiles
<0.02<0.02<0.02<0.02Acenaphthene0.02 ug/g 0.072 ug/g -
<0.02<0.02<0.02<0.02Acenaphthylene0.02 ug/g 0.093 ug/g -
<0.02<0.02<0.02<0.02Anthracene0.02 ug/g 0.16 ug/g -
<0.02<0.02<0.02<0.02Benzo [a] anthracene 0.02 ug/g 0.36 ug/g -
<0.02<0.02<0.02<0.02Benzo [a] pyrene 0.02 ug/g 0.3 ug/g -
<0.02<0.02<0.02<0.02Benzo [b] fluoranthene 0.02 ug/g 0.47 ug/g -
<0.02<0.02<0.02<0.02Benzo [g,h,i] perylene 0.02 ug/g 0.68 ug/g -
<0.02<0.02<0.02<0.02Benzo [k] fluoranthene 0.02 ug/g 0.48 ug/g -
<0.02<0.02<0.02<0.02Chrysene0.02 ug/g 2.8 ug/g -
<0.02<0.02<0.02<0.02Dibenzo [a,h] anthracene 0.02 ug/g 0.1 ug/g -
<0.02<0.02<0.02<0.02Fluoranthene0.02 ug/g 0.56 ug/g -
<0.02<0.02<0.02<0.02Fluorene0.02 ug/g 0.12 ug/g -
<0.02<0.02<0.02<0.02Indeno [1,2,3-cd] pyrene 0.02 ug/g 0.23 ug/g -
<0.02<0.02<0.02<0.021-Methylnaphthalene 0.02 ug/g 0.59 ug/g -
<0.02<0.02<0.02<0.022-Methylnaphthalene 0.02 ug/g 0.59 ug/g -
<0.04<0.04<0.04<0.04Methylnaphthalene (1&2)0.04 ug/g 0.59 ug/g -
<0.01<0.01<0.010.01Naphthalene0.01 ug/g 0.09 ug/g -
<0.02<0.02<0.02<0.02Phenanthrene0.02 ug/g 0.69 ug/g -
<0.02<0.02<0.02<0.02Pyrene0.02 ug/g 1 ug/g -
Surrogate2-Fluorobiphenyl --54.6%62.2%55.1%74.4%
Page 12 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP204_0.5-0.7 TP205_0.3-0.5 TP206_0.4-0.6 TP207_0.4-0.6Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-06
Soil
03-Jul-24 00:00
2427237-07
Soil
03-Jul-24 00:00
2427237-08
Soil
03-Jul-24 00:00
2427237-09
Soil
Reg 153/04 -T1 Res -
Semi-Volatiles
SurrogateTerphenyl-d14 --58.9%83.5%76.5%70.7%
PCBs
<0.05<0.05<0.05<0.05PCBs, total 0.05 ug/g 0.3 ug/g -
SurrogateDecachlorobiphenyl --114%109%110%109%
Page 13 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP208_0.4-0.6 TP208_0.2-0.4 QAQC201Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-10
Soil
03-Jul-24 00:00
2427237-12
Soil
03-Jul-24 00:00
2427237-13
Soil
Reg 153/04 -T1 Res -
Physical Characteristics
-90.391.389.1% Solids 0.1 % by Wt.--
General Inorganics
-0.070.120.11SAR0.01 N/A 2.4 N/A -
-0.3390.0880.103Conductivity0.005 mS/cm 0.57 mS/cm -
-<0.03<0.03<0.03Cyanide, free 0.03 ug/g 0.051 ug/g -
-7.077.507.41pH0.05 pH Units 5.00 - 9.00 pH Units -
Metals
-<1.0<1.0<1.0Antimony1.0 ug/g 1.3 ug/g -
-2.11.21.3Arsenic1.0 ug/g 18 ug/g -
-22.818.723.3Barium1.0 ug/g 220 ug/g -
-<0.5<0.5<0.5Beryllium0.5 ug/g 2.5 ug/g -
-<0.5<0.5<0.5Boron, available 0.5 ug/g --
-<5.0<5.0<5.0Boron5.0 ug/g 36 ug/g -
-<0.5<0.5<0.5Cadmium0.5 ug/g 1.2 ug/g -
-8.97.08.9Chromium5.0 ug/g 70 ug/g -
-<0.2<0.2<0.2Chromium (VI)0.2 ug/g 0.66 ug/g -
-2.42.12.4Cobalt1.0 ug/g 21 ug/g -
-5.4<5.0<5.0Copper5.0 ug/g 92 ug/g -
-32.61.84.1Lead1.0 ug/g 120 ug/g -
-<0.1<0.1<0.1Mercury0.1 ug/g 0.27 ug/g -
-<1.0<1.0<1.0Molybdenum1.0 ug/g 2 ug/g -
-5.1<5.0<5.0Nickel5.0 ug/g 82 ug/g -
-<1.0<1.0<1.0Selenium1.0 ug/g 1.5 ug/g -
-<0.3<0.3<0.3Silver0.3 ug/g 0.5 ug/g -
-<1.0<1.0<1.0Thallium1.0 ug/g 1 ug/g -
Page 14 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP208_0.4-0.6 TP208_0.2-0.4 QAQC201Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-10
Soil
03-Jul-24 00:00
2427237-12
Soil
03-Jul-24 00:00
2427237-13
Soil
Reg 153/04 -T1 Res -
Metals
-<1.0<1.0<1.0Uranium1.0 ug/g 2.5 ug/g -
-18.115.818.1Vanadium10.0 ug/g 86 ug/g -
-23.2<20.0<20.0Zinc20.0 ug/g 290 ug/g -
Volatiles
-<0.50<0.50<0.50Acetone0.50 ug/g 0.5 ug/g -
-<0.02<0.02<0.02Benzene0.02 ug/g 0.02 ug/g -
-<0.05<0.05<0.05Bromodichloromethane0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Bromoform0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Bromomethane0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Carbon Tetrachloride 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Chlorobenzene0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Chloroform0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Dibromochloromethane0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Dichlorodifluoromethane0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,2-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,3-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,4-Dichlorobenzene 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,1-Dichloroethane 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,2-Dichloroethane 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,1-Dichloroethylene 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05cis-1,2-Dichloroethylene 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05trans-1,2-Dichloroethylene 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,2-Dichloropropane 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05cis-1,3-Dichloropropylene 0.05 ug/g --
-<0.05<0.05<0.05trans-1,3-Dichloropropylene 0.05 ug/g --
Page 15 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP208_0.4-0.6 TP208_0.2-0.4 QAQC201Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-10
Soil
03-Jul-24 00:00
2427237-12
Soil
03-Jul-24 00:00
2427237-13
Soil
Reg 153/04 -T1 Res -
Volatiles
-<0.05<0.05<0.051,3-Dichloropropene, total 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Ethylene dibromide (dibromoethane, 1,2-)0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Ethylbenzene0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Hexane0.05 ug/g 0.05 ug/g -
-<0.50<0.50<0.50Methyl Ethyl Ketone (2-Butanone)0.50 ug/g 0.5 ug/g -
-<0.50<0.50<0.50Methyl Isobutyl Ketone 0.50 ug/g 0.5 ug/g -
-<0.05<0.05<0.05Methyl tert-butyl ether 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Methylene Chloride 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Styrene0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,1,1,2-Tetrachloroethane 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,1,2,2-Tetrachloroethane 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Tetrachloroethylene0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Toluene0.05 ug/g 0.2 ug/g -
-<0.05<0.05<0.051,1,1-Trichloroethane 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.051,1,2-Trichloroethane 0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Trichloroethylene0.05 ug/g 0.05 ug/g -
-<0.05<0.05<0.05Trichlorofluoromethane0.05 ug/g 0.25 ug/g -
-<0.02<0.02<0.02Vinyl chloride 0.02 ug/g 0.02 ug/g -
-<0.05<0.05<0.05m,p-Xylenes 0.05 ug/g --
-<0.05<0.05<0.05o-Xylene 0.05 ug/g --
-<0.05<0.05<0.05Xylenes, total 0.05 ug/g 0.05 ug/g -
SurrogateToluene-d8 --113%116%120%-
SurrogateDibromofluoromethane --79.5%78.1%115%-
Surrogate4-Bromofluorobenzene --97.0%103%103%-
Hydrocarbons
Page 16 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP208_0.4-0.6 TP208_0.2-0.4 QAQC201Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-10
Soil
03-Jul-24 00:00
2427237-12
Soil
03-Jul-24 00:00
2427237-13
Soil
Reg 153/04 -T1 Res -
Hydrocarbons
-<7<7<7F1 PHCs (C6-C10)7 ug/g 25 ug/g -
-11<4<4F2 PHCs (C10-C16)4 ug/g 10 ug/g -
-403<820F3 PHCs (C16-C34)8 ug/g 240 ug/g -
-125 [2]<616F4 PHCs (C34-C50)6 ug/g 120 ug/g -
-266--F4G PHCs (gravimetric)50 ug/g 120 ug/g -
Semi-Volatiles
-<0.02<0.02<0.02Acenaphthene0.02 ug/g 0.072 ug/g -
-<0.02<0.02<0.02Acenaphthylene0.02 ug/g 0.093 ug/g -
-<0.02<0.02<0.02Anthracene0.02 ug/g 0.16 ug/g -
-<0.02<0.02<0.02Benzo [a] anthracene 0.02 ug/g 0.36 ug/g -
-<0.02<0.02<0.02Benzo [a] pyrene 0.02 ug/g 0.3 ug/g -
-<0.02<0.02<0.02Benzo [b] fluoranthene 0.02 ug/g 0.47 ug/g -
-<0.02<0.02<0.02Benzo [g,h,i] perylene 0.02 ug/g 0.68 ug/g -
-<0.02<0.02<0.02Benzo [k] fluoranthene 0.02 ug/g 0.48 ug/g -
-<0.02<0.02<0.02Chrysene0.02 ug/g 2.8 ug/g -
-<0.02<0.02<0.02Dibenzo [a,h] anthracene 0.02 ug/g 0.1 ug/g -
-<0.02<0.02<0.02Fluoranthene0.02 ug/g 0.56 ug/g -
-<0.02<0.02<0.02Fluorene0.02 ug/g 0.12 ug/g -
-<0.02<0.02<0.02Indeno [1,2,3-cd] pyrene 0.02 ug/g 0.23 ug/g -
-<0.02<0.02<0.021-Methylnaphthalene 0.02 ug/g 0.59 ug/g -
-<0.02<0.02<0.022-Methylnaphthalene 0.02 ug/g 0.59 ug/g -
-<0.04<0.04<0.04Methylnaphthalene (1&2)0.04 ug/g 0.59 ug/g -
-<0.01<0.01<0.01Naphthalene0.01 ug/g 0.09 ug/g -
-<0.02<0.02<0.02Phenanthrene0.02 ug/g 0.69 ug/g -
-<0.02<0.02<0.02Pyrene0.02 ug/g 1 ug/g -
Page 17 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
TP208_0.4-0.6 TP208_0.2-0.4 QAQC201Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
03-Jul-24 00:00
2427237-10
Soil
03-Jul-24 00:00
2427237-12
Soil
03-Jul-24 00:00
2427237-13
Soil
Reg 153/04 -T1 Res -
Semi-Volatiles
Surrogate2-Fluorobiphenyl --70.1%90.0%54.8%-
SurrogateTerphenyl-d14 --71.7%60.5%58.3%-
PCBs
-<0.05<0.05<0.05PCBs, total 0.05 ug/g 0.3 ug/g -
SurrogateDecachlorobiphenyl --90.2%107%94.2%-
Page 18 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Analyte Result Reporting
Limit Units %REC %REC
Limit RPD RPD
Limit Notes
Method Quality Control: Blank
General Inorganics
Conductivity 0.005 mS/cmND
Cyanide, free 0.03 ug/g ND
Hydrocarbons
F1 PHCs (C6-C10)7 ug/g ND
F2 PHCs (C10-C16)4 ug/g ND
F3 PHCs (C16-C34)8 ug/g ND
F4 PHCs (C34-C50)6 ug/g ND
F4G PHCs (gravimetric)50 ug/g ND
Metals
Antimony 1.0 ug/g ND
Arsenic 1.0 ug/g ND
Barium 1.0 ug/g ND
Beryllium 0.5 ug/g ND
Boron, available 0.5 ug/g ND
Boron 5.0 ug/g ND
Cadmium 0.5 ug/g ND
Chromium (VI)0.2 ug/g ND
Chromium 5.0 ug/g ND
Cobalt 1.0 ug/g ND
Copper 5.0 ug/g ND
Lead 1.0 ug/g ND
Mercury 0.1 ug/g ND
Molybdenum 1.0 ug/g ND
Nickel 5.0 ug/g ND
Selenium 1.0 ug/g ND
Silver 0.3 ug/g ND
Thallium 1.0 ug/g ND
Uranium 1.0 ug/g ND
Vanadium 10.0 ug/g ND
Zinc 20.0 ug/g ND
PCBs
PCBs, total 0.05 ug/g ND
Page 19 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Analyte Result Reporting
Limit Units %REC %REC
Limit RPD RPD
Limit Notes
Method Quality Control: Blank
Surrogate: Decachlorobiphenyl 0.116 %116 60-140
Semi-Volatiles
Acenaphthene 0.02 ug/g ND
Acenaphthylene 0.02 ug/g ND
Anthracene 0.02 ug/g ND
Benzo [a] anthracene 0.02 ug/g ND
Benzo [a] pyrene 0.02 ug/g ND
Benzo [b] fluoranthene 0.02 ug/g ND
Benzo [g,h,i] perylene 0.02 ug/g ND
Benzo [k] fluoranthene 0.02 ug/g ND
Chrysene 0.02 ug/g ND
Dibenzo [a,h] anthracene 0.02 ug/g ND
Fluoranthene 0.02 ug/g ND
Fluorene 0.02 ug/g ND
Indeno [1,2,3-cd] pyrene 0.02 ug/g ND
1-Methylnaphthalene 0.02 ug/g ND
2-Methylnaphthalene 0.02 ug/g ND
Methylnaphthalene (1&2)0.04 ug/g ND
Naphthalene 0.01 ug/g ND
Phenanthrene 0.02 ug/g ND
Pyrene 0.02 ug/g ND
Surrogate: 2-Fluorobiphenyl 0.982 %73.6 50-140
Surrogate: Terphenyl-d14 1.17 %87.4 50-140
Volatiles
Acetone 0.50 ug/g ND
Benzene 0.02 ug/g ND
Bromodichloromethane 0.05 ug/g ND
Bromoform 0.05 ug/g ND
Bromomethane 0.05 ug/g ND
Carbon Tetrachloride 0.05 ug/g ND
Chlorobenzene 0.05 ug/g ND
Chloroform 0.05 ug/g ND
Page 20 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Analyte Result Reporting
Limit Units %REC %REC
Limit RPD RPD
Limit Notes
Method Quality Control: Blank
Dibromochloromethane 0.05 ug/g ND
Dichlorodifluoromethane 0.05 ug/g ND
1,2-Dichlorobenzene 0.05 ug/g ND
1,3-Dichlorobenzene 0.05 ug/g ND
1,4-Dichlorobenzene 0.05 ug/g ND
1,1-Dichloroethane 0.05 ug/g ND
1,2-Dichloroethane 0.05 ug/g ND
1,1-Dichloroethylene 0.05 ug/g ND
cis-1,2-Dichloroethylene 0.05 ug/g ND
trans-1,2-Dichloroethylene 0.05 ug/g ND
1,2-Dichloropropane 0.05 ug/g ND
cis-1,3-Dichloropropylene 0.05 ug/g ND
trans-1,3-Dichloropropylene 0.05 ug/g ND
1,3-Dichloropropene, total 0.05 ug/g ND
Ethylbenzene 0.05 ug/g ND
Ethylene dibromide (dibromoethane, 1,2-)0.05 ug/g ND
Hexane 0.05 ug/g ND
Methyl Ethyl Ketone (2-Butanone)0.50 ug/g ND
Methyl Isobutyl Ketone 0.50 ug/g ND
Methyl tert-butyl ether 0.05 ug/g ND
Methylene Chloride 0.05 ug/g ND
Styrene 0.05 ug/g ND
1,1,1,2-Tetrachloroethane 0.05 ug/g ND
1,1,2,2-Tetrachloroethane 0.05 ug/g ND
Tetrachloroethylene 0.05 ug/g ND
Toluene 0.05 ug/g ND
1,1,1-Trichloroethane 0.05 ug/g ND
1,1,2-Trichloroethane 0.05 ug/g ND
Trichloroethylene 0.05 ug/g ND
Trichlorofluoromethane 0.05 ug/g ND
Vinyl chloride 0.02 ug/g ND
m,p-Xylenes 0.05 ug/g ND
o-Xylene 0.05 ug/g ND
Page 21 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Analyte Result Reporting
Limit Units %REC %REC
Limit RPD RPD
Limit Notes
Method Quality Control: Blank
Xylenes, total 0.05 ug/g ND
Surrogate: 4-Bromofluorobenzene 8.00 %100 50-140
Surrogate: Dibromofluoromethane 8.05 %101 50-140
Surrogate: Toluene-d8 9.13 %114 50-140
Page 22 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Duplicate
Analyte Result Reporting
Limit Units Source
Result %REC %REC
Limit RPD RPD
Limit Notes
General Inorganics
SAR 1.21 0.01 N/A 1.19 1.7 30
Conductivity 0.259 0.005 mS/cm 0.262 1.1 5
Cyanide, free ND 0.03 ug/g ND NC 35
pH 7.26 0.05 pH Units 7.29 0.4 2.3
Hydrocarbons
F1 PHCs (C6-C10)ND 7 ug/g ND NC 40
F2 PHCs (C10-C16)ND 40 ug/g ND NC 30 GEN09
F3 PHCs (C16-C34)204 80 ug/g 433 71.8 30 QR-05
F4 PHCs (C34-C50)555 60 ug/g 1190 72.9 30 QR-05
Metals
Antimony ND 1.0 ug/g ND NC 30
Arsenic 6.8 1.0 ug/g 5.7 18.3 30
Barium 48.3 1.0 ug/g 45.0 7.0 30
Beryllium ND 0.5 ug/g ND NC 30
Boron, available ND 0.5 ug/g ND NC 35
Boron 9.7 5.0 ug/g 7.9 19.6 30
Cadmium ND 0.5 ug/g ND NC 30
Chromium (VI)ND 0.2 ug/g ND NC 35
Chromium 17.5 5.0 ug/g 21.2 19.4 30
Cobalt 6.4 1.0 ug/g 6.0 6.6 30
Copper 18.4 5.0 ug/g 17.4 5.2 30
Lead 17.5 1.0 ug/g 17.6 0.9 30
Mercury ND 0.1 ug/g ND NC 30
Molybdenum 2.3 1.0 ug/g 2.6 12.4 30
Nickel 16.8 5.0 ug/g 15.5 8.0 30
Selenium ND 1.0 ug/g ND NC 30
Silver ND 0.3 ug/g ND NC 30
Thallium ND 1.0 ug/g ND NC 30
Uranium ND 1.0 ug/g ND NC 30
Vanadium 26.5 10.0 ug/g 24.4 8.0 30
Page 23 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Duplicate
Analyte Result Reporting
Limit Units Source
Result %REC %REC
Limit RPD RPD
Limit Notes
Zinc 58.7 20.0 ug/g 56.1 4.6 30
PCBs
PCBs, total ND 1.00 ug/g ND NC 40
Surrogate: Decachlorobiphenyl 0.139 %123 60-140
Physical Characteristics
% Solids 88.7 0.1 % by Wt.88.2 0.6 25
Semi-Volatiles
Acenaphthene ND 0.40 ug/g ND NC 40 GEN09
Acenaphthylene ND 0.40 ug/g ND NC 40 GEN09
Anthracene ND 0.40 ug/g ND NC 40 GEN09
Benzo [a] anthracene ND 0.40 ug/g ND NC 40 GEN09
Benzo [a] pyrene ND 0.40 ug/g ND NC 40 GEN09
Benzo [b] fluoranthene ND 0.40 ug/g ND NC 40 GEN09
Benzo [g,h,i] perylene ND 0.40 ug/g ND NC 40 GEN09
Benzo [k] fluoranthene ND 0.40 ug/g ND NC 40 GEN09
Chrysene ND 0.40 ug/g ND NC 40 GEN09
Dibenzo [a,h] anthracene ND 0.40 ug/g ND NC 40 GEN09
Fluoranthene ND 0.40 ug/g ND NC 40 GEN09
Fluorene ND 0.40 ug/g ND NC 40 GEN09
Indeno [1,2,3-cd] pyrene ND 0.40 ug/g ND NC 40 GEN09
1-Methylnaphthalene ND 0.40 ug/g ND NC 40 GEN09
2-Methylnaphthalene ND 0.40 ug/g ND NC 40 GEN09
Naphthalene ND 0.20 ug/g ND NC 40 GEN09
Phenanthrene ND 0.40 ug/g ND NC 40 GEN09
Pyrene ND 0.40 ug/g ND NC 40 GEN09
Surrogate: 2-Fluorobiphenyl 0.979 %65.3 50-140
Surrogate: Terphenyl-d14 0.980 %65.3 50-140
Volatiles
Acetone ND 0.50 ug/g ND NC 50
Benzene ND 0.02 ug/g ND NC 50
Bromodichloromethane ND 0.05 ug/g ND NC 50
Page 24 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Duplicate
Analyte Result Reporting
Limit Units Source
Result %REC %REC
Limit RPD RPD
Limit Notes
Bromoform ND 0.05 ug/g ND NC 50
Bromomethane ND 0.05 ug/g ND NC 50
Carbon Tetrachloride ND 0.05 ug/g ND NC 50
Chlorobenzene ND 0.05 ug/g ND NC 50
Chloroform ND 0.05 ug/g ND NC 50
Dibromochloromethane ND 0.05 ug/g ND NC 50
Dichlorodifluoromethane ND 0.05 ug/g ND NC 50
1,2-Dichlorobenzene ND 0.05 ug/g ND NC 50
1,3-Dichlorobenzene ND 0.05 ug/g ND NC 50
1,4-Dichlorobenzene ND 0.05 ug/g ND NC 50
1,1-Dichloroethane ND 0.05 ug/g ND NC 50
1,2-Dichloroethane ND 0.05 ug/g ND NC 50
1,1-Dichloroethylene ND 0.05 ug/g ND NC 50
cis-1,2-Dichloroethylene ND 0.05 ug/g ND NC 50
trans-1,2-Dichloroethylene ND 0.05 ug/g ND NC 50
1,2-Dichloropropane ND 0.05 ug/g ND NC 50
cis-1,3-Dichloropropylene ND 0.05 ug/g ND NC 50
trans-1,3-Dichloropropylene ND 0.05 ug/g ND NC 50
Ethylbenzene ND 0.05 ug/g ND NC 50
Ethylene dibromide (dibromoethane, 1,2-)ND 0.05 ug/g ND NC 50
Hexane ND 0.05 ug/g ND NC 50
Methyl Ethyl Ketone (2-Butanone)ND 0.50 ug/g ND NC 50
Methyl Isobutyl Ketone ND 0.50 ug/g ND NC 50
Methyl tert-butyl ether ND 0.05 ug/g ND NC 50
Methylene Chloride ND 0.05 ug/g ND NC 50
Styrene ND 0.05 ug/g ND NC 50
1,1,1,2-Tetrachloroethane ND 0.05 ug/g ND NC 50
1,1,2,2-Tetrachloroethane ND 0.05 ug/g ND NC 50
Tetrachloroethylene ND 0.05 ug/g ND NC 50
Toluene ND 0.05 ug/g ND NC 50
1,1,1-Trichloroethane ND 0.05 ug/g ND NC 50
Page 25 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Duplicate
Analyte Result Reporting
Limit Units Source
Result %REC %REC
Limit RPD RPD
Limit Notes
1,1,2-Trichloroethane ND 0.05 ug/g ND NC 50
Trichloroethylene ND 0.05 ug/g ND NC 50
Trichlorofluoromethane ND 0.05 ug/g ND NC 50
Vinyl chloride ND 0.02 ug/g ND NC 50
m,p-Xylenes ND 0.05 ug/g ND NC 50
o-Xylene ND 0.05 ug/g ND NC 50
Surrogate: 4-Bromofluorobenzene 9.03 %103 50-140
Surrogate: Dibromofluoromethane 9.87 %113 50-140
Surrogate: Toluene-d8 10.5 %119 50-140
Page 26 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Spike
Analyte Result
Reporting
Limit Units
Source
Result %REC
%REC
Limit RPD RPD
Limit Notes
General Inorganics
Cyanide, free 0.244 0.03 ug/g ND 72.2 50-150
Hydrocarbons
F1 PHCs (C6-C10)174 7 ug/g ND 101 85-115
F2 PHCs (C10-C16)100 4 ug/g ND 109 60-140
F3 PHCs (C16-C34)246 8 ug/g ND 110 60-140
F4 PHCs (C34-C50)137 6 ug/g ND 96.5 60-140
F4G PHCs (gravimetric)1060 50 ug/g ND 106 80-120
Metals
Arsenic 56.3 1.0 ug/g 2.3 108 70-130
Barium 67.0 1.0 ug/g 18.0 98.0 70-130
Beryllium 54.5 0.5 ug/g ND 109 70-130
Boron, available 3.74 0.5 ug/g ND 74.9 70-122
Boron 55.5 5.0 ug/g ND 105 70-130
Cadmium 47.9 0.5 ug/g ND 95.7 70-130
Chromium (VI)0.1 0.2 ug/g ND 74.5 70-130
Chromium 63.8 5.0 ug/g 8.5 111 70-130
Cobalt 57.8 1.0 ug/g 2.4 111 70-130
Copper 59.5 5.0 ug/g 7.0 105 70-130
Lead 55.3 1.0 ug/g 7.0 96.5 70-130
Mercury 1.49 0.1 ug/g ND 99.6 70-130
Molybdenum 55.5 1.0 ug/g 1.0 109 70-130
Nickel 61.0 5.0 ug/g 6.2 110 70-130
Selenium 48.7 1.0 ug/g ND 97.0 70-130
Silver 43.5 0.3 ug/g ND 87.1 70-130
Thallium 48.0 1.0 ug/g ND 95.9 70-130
Uranium 48.0 1.0 ug/g ND 95.4 70-130
Vanadium 68.9 10.0 ug/g ND 118 70-130
Zinc 72.3 20.0 ug/g 22.4 99.7 70-130
PCBs
PCBs, total 0.492 0.05 ug/g ND 108 60-140
Page 27 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Spike
Analyte Result
Reporting
Limit Units
Source
Result %REC
%REC
Limit RPD RPD
Limit Notes
Surrogate: Decachlorobiphenyl 0.136 %119 60-140
Semi-Volatiles
Acenaphthene 0.125 0.02 ug/g ND 62.1 50-140
Acenaphthylene 0.141 0.02 ug/g ND 70.5 50-140
Anthracene 0.154 0.02 ug/g ND 76.6 50-140
Benzo [a] anthracene 0.134 0.02 ug/g ND 66.8 50-140
Benzo [a] pyrene 0.128 0.02 ug/g ND 63.6 50-140
Benzo [b] fluoranthene 0.129 0.02 ug/g ND 64.3 50-140
Benzo [g,h,i] perylene 0.127 0.02 ug/g ND 63.3 50-140
Benzo [k] fluoranthene 0.145 0.02 ug/g ND 72.3 50-140
Chrysene 0.142 0.02 ug/g ND 70.7 50-140
Dibenzo [a,h] anthracene 0.117 0.02 ug/g ND 58.1 50-140
Fluoranthene 0.172 0.02 ug/g ND 85.7 50-140
Fluorene 0.136 0.02 ug/g ND 68.0 50-140
Indeno [1,2,3-cd] pyrene 0.127 0.02 ug/g ND 63.1 50-140
1-Methylnaphthalene 0.126 0.02 ug/g ND 62.9 50-140
2-Methylnaphthalene 0.140 0.02 ug/g ND 70.0 50-140
Naphthalene 0.175 0.01 ug/g ND 87.1 50-140
Phenanthrene 0.153 0.02 ug/g ND 76.0 50-140
Pyrene 0.189 0.02 ug/g ND 94.3 50-140
Surrogate: 2-Fluorobiphenyl 1.32 %82.5 50-140
Surrogate: Terphenyl-d14 1.44 %89.9 50-140
Volatiles
Acetone 12.3 0.50 ug/g ND 123 50-140
Benzene 4.24 0.02 ug/g ND 106 60-130
Bromodichloromethane 4.55 0.05 ug/g ND 114 60-130
Bromoform 3.84 0.05 ug/g ND 96.1 60-130
Bromomethane 4.04 0.05 ug/g ND 101 50-140
Carbon Tetrachloride 4.48 0.05 ug/g ND 112 60-130
Chlorobenzene 4.21 0.05 ug/g ND 105 60-130
Chloroform 4.21 0.05 ug/g ND 105 60-130
Page 28 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Spike
Analyte Result
Reporting
Limit Units
Source
Result %REC
%REC
Limit RPD RPD
Limit Notes
Dibromochloromethane 4.83 0.05 ug/g ND 121 60-130
Dichlorodifluoromethane 4.21 0.05 ug/g ND 105 50-140
1,2-Dichlorobenzene 4.08 0.05 ug/g ND 102 60-130
1,3-Dichlorobenzene 4.15 0.05 ug/g ND 104 60-130
1,4-Dichlorobenzene 4.02 0.05 ug/g ND 100 60-130
1,1-Dichloroethane 4.37 0.05 ug/g ND 109 60-130
1,2-Dichloroethane 4.37 0.05 ug/g ND 109 60-130
1,1-Dichloroethylene 4.87 0.05 ug/g ND 122 60-130
cis-1,2-Dichloroethylene 4.05 0.05 ug/g ND 101 60-130
trans-1,2-Dichloroethylene 4.11 0.05 ug/g ND 103 60-130
1,2-Dichloropropane 4.20 0.05 ug/g ND 105 60-130
cis-1,3-Dichloropropylene 4.57 0.05 ug/g ND 114 60-130
trans-1,3-Dichloropropylene 4.75 0.05 ug/g ND 119 60-130
Ethylbenzene 4.54 0.05 ug/g ND 114 60-130
Ethylene dibromide (dibromoethane, 1,2-)4.20 0.05 ug/g ND 105 60-130
Hexane 4.75 0.05 ug/g ND 119 60-130
Methyl Ethyl Ketone (2-Butanone)9.95 0.50 ug/g ND 99.5 50-140
Methyl Isobutyl Ketone 9.83 0.50 ug/g ND 98.3 50-140
Methyl tert-butyl ether 9.55 0.05 ug/g ND 95.5 50-140
Methylene Chloride 4.57 0.05 ug/g ND 114 60-130
Styrene 4.45 0.05 ug/g ND 111 60-130
1,1,1,2-Tetrachloroethane 4.21 0.05 ug/g ND 105 60-130
1,1,2,2-Tetrachloroethane 4.30 0.05 ug/g ND 107 60-130
Tetrachloroethylene 4.20 0.05 ug/g ND 105 60-130
Toluene 4.48 0.05 ug/g ND 112 60-130
1,1,1-Trichloroethane 4.44 0.05 ug/g ND 111 60-130
1,1,2-Trichloroethane 3.86 0.05 ug/g ND 96.5 60-130
Trichloroethylene 3.74 0.05 ug/g ND 93.6 60-130
Trichlorofluoromethane 4.78 0.05 ug/g ND 119 50-140
Vinyl chloride 4.46 0.02 ug/g ND 111 50-140
m,p-Xylenes 9.11 0.05 ug/g ND 114 60-130
Page 29 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Method Quality Control: Spike
Analyte Result
Reporting
Limit Units
Source
Result %REC
%REC
Limit RPD RPD
Limit Notes
o-Xylene 4.51 0.05 ug/g ND 113 60-130
Surrogate: 4-Bromofluorobenzene 7.97 %99.6 50-140
Surrogate: Dibromofluoromethane 7.34 %91.8 50-140
Surrogate: Toluene-d8 8.56 %107 50-140
Page 30 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Qualifer Notes:
Sample Qualifiers :
2: GC-FID signal did not return to baseline by C50
Applies to Samples: QAQC201
QC Qualifiers:
GEN09 Elevated reporting limits due to the nature of the sample matrix.
QR-05 Duplicate RPDs higher than normally accepted. Remaining batch QA\QC was acceptable. May be sample effect.
Sample Data Revisions:
None
Page 31 of 34
Order #: 2427237
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO:
Report Date: 17-Jul-2024
Order Date: 4-Jul-2024
Project Description: 19181-001
Work Order Revisions / Comments:
REVISION 1 - This report includes additional analysis as per the client.
Other Report Notes:
n/a: not applicable
ND: Not Detected
MDL: Method Detection Limit
Source Result: Data used as source for matrix and duplicate samples
%REC: Percent recovery.
RPD: Relative percent difference.
NC: Not Calculated
Soil results are reported on a dry weight basis unlesss otherwise noted.
Where %Solids is reported, moisture loss includes the loss of volatile hydrocarbons.
CCME PHC additional information:
- The method for the analysis of PHCs complies with the Reference Method for the CWS PHC and is validated for use in the laboratory. All prescribed quality criteria identified in the
method has been met.
- F1 range corrected for BTEX.
- F2 to F3 ranges corrected for appropriate PAHs where available.
- The gravimetric heavy hydrocarbons (F4G) are not to be added to C6 to C50 hydrocarbons.
- In the case where F4 and F4G are both reported, the greater of the two results is to be used for comparison to CWS PHC criteria.
- When reported, data for F4G has been processed using a silica gel cleanup.
Any use of these results implies your agreement that our total liabilty in connection with this work, however arising, shall be limited to the amount paid by you for this work, and that our employees or agents
shall not under any circumstances be liable to you in connection with this work.
Page 32 of 34
1-800-749-1947
www.paracellabs.com
Certificate of Analysis
Cambium Inc. (Whitby)
223 Brock Street North
Whitby, ON L1N 4N6
Attn: Kelly Lewis
Report Date: 29-Dec-2023
Client PO: 19181-001
Project: 19181-001
Custody: 140277
This Certificate of Analysis contains analytical data applicable to the following samples as submitted:
Order Date: 29-Nov-2023
Revised Report Order #: 2348247
Paracel ID Client ID
2348247-01 TP101_0.2-0.4
2348247-02 TP102_0.2-0.6
2348247-03 TP103_0.2-0.6
2348247-04 QAQC1
Approved By:Milan Ralitsch, PhD
Senior Technical Manager
Page 1 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Analysis Summary Table
Analysis Method Reference/Description Extraction Date Analysis Date
BTEX by P&T GC-MS EPA 8260 - P&T GC-MS 4-Dec-231-Dec-23
Conductivity MOE E3138 - probe @25 °C, water ext 4-Dec-234-Dec-23
pH, soil EPA 150.1 - pH probe @ 25 °C, CaCl buffered ext.27-Dec-2327-Dec-23
PHC F1 CWS Tier 1 - P&T GC-FID 4-Dec-231-Dec-23
PHCs F2 to F4 CWS Tier 1 - GC-FID, extraction 4-Dec-2330-Nov-23
REG 153: Metals by ICP/MS, soil EPA 6020 - Digestion - ICP-MS 4-Dec-234-Dec-23
REG 558 - Cyanide TCLP MOE E3015- Auto Colour 7-Dec-237-Dec-23
REG 558 - Fluoride TCLP EPA 340.2 - ISE 9-Dec-238-Dec-23
REG 558 - Mercury by CVAA TCLP EPA 7470A, CVAA 8-Dec-237-Dec-23
REG 558 - Metals, ICP-MS TCLP EPA 6020 - Digestion - ICP-MS 7-Dec-237-Dec-23
REG 558 - NO3/NO2 TCLP EPA 300.1 - IC 11-Dec-237-Dec-23
SAR Calculated 4-Dec-234-Dec-23
Solids, %CWS Tier 1 - Gravimetric 4-Dec-231-Dec-23
Page 2 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Summary of Criteria Exceedances
(If this page is blank then there are no exceedances)
Sample Analyte MDL / Units Result Reg 406/19 -T1
Res/Park/Ind/Com
Reg 558 Schedule 4
Only those criteria that a sample exceeds will be highlighted in red
Regulatory Comparison:
Paracel Laboratories has provided regulatory guidelines on this report for informational purposes only and makes no representations or warranties that the data is accurate or reflects the current regulatory
values. The user is advised to consult with the appropriate official regulations to evaluate compliance. Sample results that are highlighted have exceeded the selected regulatory limit. Calculated uncertainty
estimations have not been applied for determining regulatory exceedances.
-120 ug/g F4 PHCs (C34-C50)6 ug/g TP101_0.2-0.4 284
-1.3 ug/g Antimony 1.0 ug/g TP102_0.2-0.6 13.5
-120 ug/g Lead 1.0 ug/g TP102_0.2-0.6 277
-290 ug/g Zinc 20.0 ug/g TP102_0.2-0.6 475
-120 ug/g F4 PHCs (C34-C50)6 ug/g TP102_0.2-0.6 132
-1.3 ug/g Antimony 1.0 ug/g TP103_0.2-0.6 27.5
-220 ug/g Barium 1.0 ug/g TP103_0.2-0.6 245
-120 ug/g Lead 1.0 ug/g TP103_0.2-0.6 216
-290 ug/g Zinc 20.0 ug/g TP103_0.2-0.6 469
-1.3 ug/g Antimony 1.0 ug/g QAQC1 4.5
-120 ug/g Lead 1.0 ug/g QAQC1 361
-290 ug/g Zinc 20.0 ug/g QAQC1 387
Page 3 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
TP101_0.2-0.4 TP102_0.2-0.6 TP103_0.2-0.6 QAQC1Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
27-Nov-23 09:00
2348247-01
Soil
27-Nov-23 09:00
2348247-02
Soil
27-Nov-23 09:00
2348247-03
Soil
27-Nov-23 09:00
2348247-04
Soil
Reg 406/19 -T1
Res/Park/Ind/Com
Reg 558 Schedule 4
Physical Characteristics
87.387.287.693.0% Solids 0.1 % by Wt.--
EPA 1311 - TCLP Leachate Inorganics
--0.20-Fluoride 0.05 mg/L -150 mg/L
--<1-Nitrate as N 1 mg/L -1000 mg/L
--<1-Nitrite as N 1 mg/L -1000 mg/L
--<0.02-Cyanide, free 0.02 mg/L -20 mg/L
EPA 1311 - TCLP Leachate Metals
--<0.05-Arsenic 0.05 mg/L -2.5 mg/L
--1.45-Barium 0.05 mg/L -100 mg/L
--0.05-Boron 0.05 mg/L -500 mg/L
--0.01-Cadmium 0.01 mg/L -0.5 mg/L
--<0.05-Chromium 0.05 mg/L -5 mg/L
--0.11-Lead 0.05 mg/L -5 mg/L
--<0.005-Mercury 0.005 mg/L -0.1 mg/L
--<0.05-Selenium 0.05 mg/L -1 mg/L
--<0.05-Silver 0.05 mg/L -5 mg/L
--<0.05-Uranium 0.05 mg/L -10 mg/L
General Inorganics
0.080.070.080.09SAR0.01 N/A 2.4 N/A -
139138147151Conductivity5 uS/cm 0.57 mS/cm -
7.38 [1]7.41 [1]7.47 [1]7.54 [1]pH 0.05 pH Units 5.00 - 9.00 pH Units -
Metals
4.527.513.5<1.0Antimony1.0 ug/g 1.3 ug/g -
8.48.88.12.9Arsenic1.0 ug/g 18 ug/g -
15524516842.6Barium1.0 ug/g 220 ug/g -
Page 4 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
TP101_0.2-0.4 TP102_0.2-0.6 TP103_0.2-0.6 QAQC1Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
27-Nov-23 09:00
2348247-01
Soil
27-Nov-23 09:00
2348247-02
Soil
27-Nov-23 09:00
2348247-03
Soil
27-Nov-23 09:00
2348247-04
Soil
Reg 406/19 -T1
Res/Park/Ind/Com
Reg 558 Schedule 4
Metals
0.50.60.5<0.5Beryllium0.5 ug/g 2.5 ug/g -
9.19.28.88.0Boron5.0 ug/g 36 ug/g -
0.80.90.9<0.5Cadmium0.5 ug/g 1.2 ug/g -
23.124.522.326.3Chromium5.0 ug/g 70 ug/g -
6.36.65.95.7Cobalt1.0 ug/g 21 ug/g -
50.577.161.815.2Copper5.0 ug/g 92 ug/g -
36121627710.9Lead1.0 ug/g 120 ug/g -
<1.0<1.0<1.0<1.0Molybdenum1.0 ug/g 2 ug/g -
13.914.713.38.6Nickel5.0 ug/g 82 ug/g -
<1.0<1.0<1.0<1.0Selenium1.0 ug/g 1.5 ug/g -
<0.3<0.3<0.3<0.3Silver0.3 ug/g 0.5 ug/g -
<1.0<1.0<1.0<1.0Thallium1.0 ug/g 1 ug/g -
<1.0<1.0<1.0<1.0Uranium1.0 ug/g 2.5 ug/g -
30.931.228.934.7Vanadium10.0 ug/g 86 ug/g -
38746947555.4Zinc20.0 ug/g 290 ug/g -
Volatiles
<0.02<0.02<0.02<0.02Benzene0.02 ug/g 0.02 ug/g -
<0.05<0.05<0.05<0.05Ethylbenzene0.05 ug/g 0.05 ug/g -
<0.05<0.05<0.05<0.05Toluene0.05 ug/g 0.2 ug/g -
<0.05<0.05<0.05<0.05m,p-Xylenes 0.05 ug/g --
<0.05<0.05<0.05<0.05o-Xylene 0.05 ug/g --
<0.05<0.05<0.05<0.05Xylenes, total 0.05 ug/g 0.05 ug/g -
SurrogateToluene-d8 --109%109%109%108%
Hydrocarbons
<7<7<7<7F1 PHCs (C6-C10)7 ug/g 25 ug/g -
Page 5 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
TP101_0.2-0.4 TP102_0.2-0.6 TP103_0.2-0.6 QAQC1Client ID:Criteria:
Sample Date:
Sample ID:
Matrix:
MDL/Units
27-Nov-23 09:00
2348247-01
Soil
27-Nov-23 09:00
2348247-02
Soil
27-Nov-23 09:00
2348247-03
Soil
27-Nov-23 09:00
2348247-04
Soil
Reg 406/19 -T1
Res/Park/Ind/Com
Reg 558 Schedule 4
Hydrocarbons
<4<4<4<4F2 PHCs (C10-C16)4 ug/g 10 ug/g -
7445167100F3 PHCs (C16-C34)8 ug/g 240 ug/g -
82<6132284F4 PHCs (C34-C50)6 ug/g 120 ug/g -
Page 6 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Analyte Result Reporting
Limit Units %REC %REC
Limit RPD RPD
Limit Notes
Method Quality Control: Blank
EPA 1311 - TCLP Leachate Inorganics
Fluoride 0.05 mg/LND
Nitrate as N 1 mg/LND
Nitrite as N 1 mg/LND
Cyanide, free 0.02 mg/LND
EPA 1311 - TCLP Leachate Metals
Arsenic 0.05 mg/LND
Barium 0.05 mg/LND
Boron 0.05 mg/LND
Cadmium 0.01 mg/LND
Chromium 0.05 mg/LND
Lead 0.05 mg/LND
Mercury 0.005 mg/LND
Selenium 0.05 mg/LND
Silver 0.05 mg/LND
Uranium 0.05 mg/LND
General Inorganics
SAR 0.01 N/AND
Conductivity 5 uS/cmND
Hydrocarbons
F1 PHCs (C6-C10)7 ug/g ND
F2 PHCs (C10-C16)4 ug/g ND
F3 PHCs (C16-C34)8 ug/g ND
F4 PHCs (C34-C50)6 ug/g ND
Metals
Antimony 1.0 ug/g ND
Arsenic 1.0 ug/g ND
Barium 1.0 ug/g ND
Beryllium 0.5 ug/g ND
Boron 5.0 ug/g ND
Cadmium 0.5 ug/g ND
Chromium 5.0 ug/g ND
Cobalt 1.0 ug/g ND
Page 7 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Analyte Result Reporting
Limit Units %REC %REC
Limit RPD RPD
Limit Notes
Method Quality Control: Blank
Copper 5.0 ug/g ND
Lead 1.0 ug/g ND
Molybdenum 1.0 ug/g ND
Nickel 5.0 ug/g ND
Selenium 1.0 ug/g ND
Silver 0.3 ug/g ND
Thallium 1.0 ug/g ND
Uranium 1.0 ug/g ND
Vanadium 10.0 ug/g ND
Zinc 20.0 ug/g ND
Volatiles
Benzene 0.02 ug/g ND
Ethylbenzene 0.05 ug/g ND
Toluene 0.05 ug/g ND
m,p-Xylenes 0.05 ug/g ND
o-Xylene 0.05 ug/g ND
Xylenes, total 0.05 ug/g ND
Surrogate: Toluene-d8 8.47 %105 50-140
Page 8 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Method Quality Control: Duplicate
Analyte Result Reporting
Limit Units Source
Result %REC %REC
Limit RPD RPD
Limit Notes
EPA 1311 - TCLP Leachate Inorganics
Fluoride 0.36 0.05 mg/L 0.36 1.7 20
Nitrate as N ND 1 mg/L ND NC 20
Nitrite as N ND 1 mg/L ND NC 20
Cyanide, free ND 0.02 mg/L ND NC 20
EPA 1311 - TCLP Leachate Metals
Arsenic ND 0.05 mg/L ND NC 29
Barium 0.241 0.05 mg/L 0.237 1.5 34
Boron ND 0.05 mg/L ND NC 33
Cadmium ND 0.01 mg/L ND NC 33
Chromium ND 0.05 mg/L ND NC 32
Lead ND 0.05 mg/L ND NC 32
Mercury ND 0.005 mg/L ND NC 30
Selenium ND 0.05 mg/L ND NC 28
Silver ND 0.05 mg/L ND NC 28
Uranium ND 0.05 mg/L ND NC 27
General Inorganics
SAR 0.09 0.01 N/A 0.09 0.0 30
Conductivity 149 5 uS/cm 151 1.7 5
pH 8.41 0.05 pH Units 8.38 0.4 10
Hydrocarbons
F1 PHCs (C6-C10)ND 7 ug/g ND NC 40
F2 PHCs (C10-C16)ND 4 ug/g ND NC 30
F3 PHCs (C16-C34)37 8 ug/g 41 10.5 30
F4 PHCs (C34-C50)ND 6 ug/g ND NC 30
Metals
Antimony ND 1.0 ug/g ND NC 30
Arsenic 11.3 1.0 ug/g 11.1 1.6 30
Barium 122 1.0 ug/g 117 4.0 30
Beryllium 1.3 0.5 ug/g 1.1 23.6 30
Boron 22.8 5.0 ug/g 18.1 22.5 30
Page 9 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Method Quality Control: Duplicate
Analyte Result Reporting
Limit Units Source
Result %REC %REC
Limit RPD RPD
Limit Notes
Cadmium ND 0.5 ug/g ND NC 30
Chromium 32.6 5.0 ug/g 30.9 5.4 30
Cobalt 13.7 1.0 ug/g 13.6 0.2 30
Copper 28.1 5.0 ug/g 28.1 0.2 30
Lead 25.0 1.0 ug/g 18.6 29.3 30
Molybdenum ND 1.0 ug/g 3.7 NC 30
Nickel 35.9 5.0 ug/g 35.1 2.1 30
Selenium ND 1.0 ug/g ND NC 30
Silver ND 0.3 ug/g ND NC 30
Thallium ND 1.0 ug/g ND NC 30
Uranium ND 1.0 ug/g ND NC 30
Vanadium 45.5 10.0 ug/g 42.6 6.6 30
Zinc 82.0 20.0 ug/g 81.9 0.1 30
Physical Characteristics
% Solids 79.9 0.1 % by Wt.79.5 0.5 25
Volatiles
Benzene ND 0.02 ug/g ND NC 50
Ethylbenzene ND 0.05 ug/g ND NC 50
Toluene ND 0.05 ug/g ND NC 50
m,p-Xylenes ND 0.05 ug/g ND NC 50
o-Xylene ND 0.05 ug/g ND NC 50
Surrogate: Toluene-d8 9.27 %107 50-140
Page 10 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Method Quality Control: Spike
Analyte Result
Reporting
Limit Units
Source
Result %REC
%REC
Limit RPD RPD
Limit Notes
EPA 1311 - TCLP Leachate Inorganics
Fluoride 0.86 0.05 mg/L 0.36 99.8 70-130
Nitrate as N 10 1 mg/L ND 96.1 80-120
Nitrite as N 9 1 mg/L ND 94.4 80-120
Cyanide, free 0.100 0.02 mg/L ND 99.7 60-136
EPA 1311 - TCLP Leachate Metals
Arsenic 0.522 0.05 mg/L ND 104 83-119
Barium 0.761 0.05 mg/L 0.237 105 83-116
Boron 0.538 0.05 mg/L ND 108 71-128
Cadmium 0.503 0.01 mg/L ND 101 78-119
Chromium 0.546 0.05 mg/L ND 109 80-124
Lead 0.495 0.05 mg/L ND 99.1 77-126
Mercury 0.0331 0.005 mg/L ND 110 70-130
Selenium 0.542 0.05 mg/L ND 108 81-125
Silver 0.490 0.05 mg/L ND 98.0 70-128
Uranium 0.543 0.05 mg/L ND 109 70-131
Hydrocarbons
F1 PHCs (C6-C10)65 7 ug/g ND 91.3 80-120
F2 PHCs (C10-C16)101 4 ug/g ND 97.9 60-140
F3 PHCs (C16-C34)235 8 ug/g 41 83.4 60-140
F4 PHCs (C34-C50)173 6 ug/g ND 104 60-140
Metals
Antimony 58.1 1.0 ug/g ND 116 70-130
Arsenic 64.6 1.0 ug/g 4.4 120 70-130
Barium 107 1.0 ug/g 46.9 119 70-130
Beryllium 55.8 0.5 ug/g ND 111 70-130
Boron 61.4 5.0 ug/g 7.3 108 70-130
Cadmium 58.4 0.5 ug/g ND 117 70-130
Chromium 72.9 5.0 ug/g 12.3 121 70-130
Cobalt 61.4 1.0 ug/g 5.5 112 70-130
Copper 68.5 5.0 ug/g 11.2 115 70-130
Page 11 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Method Quality Control: Spike
Analyte Result
Reporting
Limit Units
Source
Result %REC
%REC
Limit RPD RPD
Limit Notes
Lead 62.6 1.0 ug/g 7.4 110 70-130
Molybdenum 63.0 1.0 ug/g 1.5 123 70-130
Nickel 71.7 5.0 ug/g 14.1 115 70-130
Selenium 60.6 1.0 ug/g ND 120 70-130
Silver 50.4 0.3 ug/g ND 101 70-130
Thallium 59.0 1.0 ug/g ND 118 70-130
Uranium 60.6 1.0 ug/g ND 121 70-130
Vanadium 74.4 10.0 ug/g 17.0 115 70-130
Zinc 91.5 20.0 ug/g 32.8 117 70-130
Volatiles
Benzene 3.78 0.02 ug/g ND 94.0 60-130
Ethylbenzene 3.82 0.05 ug/g ND 94.9 60-130
Toluene 4.60 0.05 ug/g ND 115 60-130
m,p-Xylenes 7.63 0.05 ug/g ND 95.2 60-130
o-Xylene 3.86 0.05 ug/g ND 96.0 60-130
Surrogate: Toluene-d8 8.16 %102 50-140
Page 12 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Qualifer Notes:
Sample Qualifiers :
1: Holding time had been exceeded upon receipt of the sample at the laboratory or prior to the analysis being requested.
Sample Data Revisions:
None
Page 13 of 15
Order #: 2348247
Certificate of Analysis
Client:Cambium Inc. (Whitby)
Client PO: 19181-001
Report Date: 29-Dec-2023
Order Date: 29-Nov-2023
Project Description: 19181-001
Work Order Revisions / Comments:
Revision-1: This report includes an updated parameter list, as per client.
Revision-2: This report includes an updated parameter list, as per client.
Other Report Notes:
n/a: not applicable
ND: Not Detected
MDL: Method Detection Limit
Source Result: Data used as source for matrix and duplicate samples
%REC: Percent recovery.
RPD: Relative percent difference.
NC: Not Calculated
Soil results are reported on a dry weight basis unlesss otherwise noted.
Where %Solids is reported, moisture loss includes the loss of volatile hydrocarbons.
CCME PHC additional information:
- The method for the analysis of PHCs complies with the Reference Method for the CWS PHC and is validated for use in the laboratory. All prescribed quality criteria identified in the
method has been met.
- F1 range corrected for BTEX.
- F2 to F3 ranges corrected for appropriate PAHs where available.
- The gravimetric heavy hydrocarbons (F4G) are not to be added to C6 to C50 hydrocarbons.
- In the case where F4 and F4G are both reported, the greater of the two results is to be used for comparison to CWS PHC criteria.
- When reported, data for F4G has been processed using a silica gel cleanup.
Any use of these results implies your agreement that our total liabilty in connection with this work, however arising, shall be limited to the amount paid by you for this work, and that our employees or agents
shall not under any circumstances be liable to you in connection with this work.
Page 14 of 15
3765253 Elevation(m)Depth% Moisture
SPT (N)% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
SUBSURFACE PROFILE SAMPLE
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Ottawa
SPT (N)
Shear StrengthCu, kPa
20 40 60 80
Page:
Date Completed:
Log of Test Pit:
Logged By:Input By:
of
nat V.
rem V.
25 50 75
Limits (%)
Atterberg
PL
LL
PI
17T
116.75 mASL
6844354865869
DCPT Testing
North Bowmanville Dog Park
19181-001
TP101-23
November 27, 2023
EC EC
1 1
1m = 45 units
0
0.5
1
1.5
2
2.5
3
3.5
116.8
116.2
115.8
115.2
114.8
114.2
113.8
113.2
4112.8
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL: ~150 mm thick
116.6
0.15FILL: (SP/GP) SAND and
GRAVEL; brown (FILL);
non-cohesive, moist, compact 116.37
0.38FILL: (SP) Gravelly SAND,
trace silt, trace clay; brown
(FILL); non-cohesive, moist,
compact to dense 116.14
0.61Borehole terminated @ 0.6 mbgs
due to SPT refusal encountered.
Testpit open and dry
upon completion of
testing.
1 DCPT 15
6%15
2 DCPT 19
19
3 DCPT 19
4.6%19
4 DCPT 17
17
5 DCPT 17
3.8%17
6 DCPT 12
12
7 DCPT 12
12
8 DCPT 12
12
9 DCPT 22
22
10 DCPT 29
29
Elevation(m)Depth% Moisture
SPT (N)% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
SUBSURFACE PROFILE SAMPLE
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Ottawa
SPT (N)
Shear StrengthCu, kPa
20 40 60 80
Page:
Date Completed:
Logged By:Input By:
of
nat V.
rem V.
25 50 75
Limits (%)
Atterberg
PL
LL
PI
17T
117.25 mASL
6844304865909
DCPT Testing
North Bowmanville Dog Park
19181-001
TP102-23
November 27, 2023
EC EC
1 1
1m = 45 units
0
0.5
1
1.5
2
2.5
3
3.5
117.2
116.8
116.2
115.8
115.2
114.8
114.2
113.8
4113.2
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL: ~130 mm thick 117.12
0.13FILL: (ML) Sandy SILT; brown
(FILL), trace debris;
non-cohesive, moist. compact to
dense
116.64
0.61Borehole terminated @ 0.6 mbgs
due to target depth achieved.
Testpit open and dry
upon completion of
testing.
1 DCPT 7
24.5%7
2 DCPT 10
10
3 DCPT 13
13.3%13
4 DCPT 16
16
5 DCPT 31
31
6 DCPT 63
63
Log of Test Pit:
133245102Elevation(m)Depth% Moisture
SPT (N)% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
SUBSURFACE PROFILE SAMPLE
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Ottawa
SPT (N)
Shear StrengthCu, kPa
20 40 60 80
Page:
Date Completed:
Logged By:Input By:
of
nat V.
rem V.
25 50 75
Limits (%)
Atterberg
PL
LL
PI
17T
116.8 mASL
6844594865952
DCPT Testing
North Bowmanville Dog Park
19181-001
TP103-23
November 27, 2023
EC EC
1 1
1m = 45 units
0
0.5
1
1.5
2
2.5
3
3.5
116.8
116.3
115.8
115.3
114.8
114.3
113.8
113.3
4112.8
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL: ~150 mm thick
116.65
0.15(ML) sandy SILT: (ML) Sandy
SILT, trace gravel, trace clay;
brown; non-cohesive, moist,
dense
116.19
0.61Borehole terminated @ 0.6 mbgs
due to SPT refusal encountered.
Testpit open and dry
upon completion of
testing.
1 DCPT 10
21.9%10
2 DCPT 16
16
3 DCPT 25
8.5%25
4 DCPT 25
25
5 DCPT 25
25
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6844334866001
1 1
TP201-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:
-0.15
0.15(SM) SILTY SAND: Silty Sand,
trace gravel; grey, trace brick,
trace wood, trace garbage, no
staining, no odour; moist
-0.61
0.61(SM) SILTY SAND: Silty Sand;
grey, trace garbage, no staining,
no odour; moist -0.76
0.76Borehole terminated @ 0.8 mbgs
due to target depth achieved.
TP201_0.6-0.8:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
2 GB
3 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6843834865977
1 1
TP202-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:
-0.15
0.15(SM) SILTY SAND: Silty Sand;
light brown, trace organics, no
stain, no odour; moist
-0.76
0.76Borehole terminated @ 0.8 mbgs
due to target depth achieved.
TP202_0.5-0.7:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
2 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6843894865943
1 1
TP203-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:
-0.15
0.15(SM) SILTY SAND: Silty Sand;
light brown, trace garbage, no
staining, no odour; moist
-0.61
0.61(ML) SILT: Silt; grey, trace
garbage, minor black stain,
manure odour; moist -0.74
0.74
TP203_0.4-0.6:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
TP203_0.6-0.8:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
2 GB
3 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6844264865957
1 1
TP204-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:-0.10
0.10(SM) SILTY SAND: Silty Sand;
light brown, no staining, no
odour; moist -0.30
0.30(SM) SILTY SAND: Silty Sand;
light grey, trace garbage, no
staining, no odour; moist -0.46
0.46(SM) SILTY SAND: Silty Sand;
grey, trace garbage, black stain,
hydrocarbon odour; moist
-0.76
0.76Borehole terminated @ 0.8 mbgs
due to target depth achieved.
TP204_0.5-0.7:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
2 GB
3 GB
4 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6844084865920
1 1
TP205-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:
-0.15
0.15(SM) SILTY SAND: Silty Sand;
light brown, trace organics, no
staining, no odour; moist
-0.61
0.61(SM) SILTY SAND: Silty Sand;
light brown to grey, trace
organics, no staining, no odour;
moist -0.69
0.69Borehole terminated @ 0.7 mbgs
due to target depth achieved.
TP205_0.3-0.5:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
2 GB
3 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6844414865943
1 1
TP206-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
00
1-1
2-2
3-3
4-4
5-5
6-6
-7.5
0.5-0.5
1.5-1.5
2.5-2.5
3.5-3.5
4.5-4.5
5.5-5.5
6.5-6.5
7-7
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:
-0.30
0.30(SM) SILTY SAND: Silty Sand;
light brown, trace organics, no
staining, no odour; moist -0.38
0.38(SM) SILTY SAND: Silty Sand;
grey, trace garbage, trace
organics, no staining, no odour;
moist -0.69
0.69Borehole terminated @ 0.7 mbgs
due to target depth achieved.
TP206_0.4-0.6:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
2 GB
3 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6844304865921
1 1
TP207-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
(SW) SAND: Sand, some silt,
trace gravel; dark brown, trace
organics, trace garbage, no
staining, no odour; moist
-0.76
0.76Borehole terminated @ 0.8 mbgs
due to target depth achieved.
TP207_0.4-0.6:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6844054865961
1 1
TP208-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:-0.10
0.10(SM) SILTY SAND: Silty Sand;
light brown, trace organics,
trace garbage, no staining, no
odour; moist
-0.61
0.61Borehole terminated @ 0.6 mbgs
due to target depth achieved.
TP208_0.2-0.4:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
TP208_0.4-0.6:
BTEX, PHCs, VOCs,
PAHs, PCBs, Metals,
ORPs
1 GB
2 GB
Log of Test Pit:
Elevation(m)DepthDCPT
SPT (N) /
% Moisture
SPT (N)/DCPT% RecoveryTypeNumberLithologyDescription Installation Log Notes
Well
25 50 75 20 40 60 80
Logged By:Input By:
SUBSURFACE PROFILE SAMPLE
CSV (ppm)OV (ppm)Shear StrengthCu, kPa
20 40 60 80
nat V.
rem V.
Page:of
Client:
Contractor:
Location:
Project Name:
Method:
UTM:
Project No.:Date Completed:Elevation:
N:E:
Peterborough, Barrie, Oshawa, Kingston, Whitby
SAMPLE GRAVEL SAND SILT CLAYGRAINSIZE
DISTRIBUTION
25 50 75
Limits (%)
Atterberg
PL
LL
PI
EA SI
17T
0.00
6844454865982
1 1
TP209-24
03/07/2024
Track Mounted Excavator
North Bowmanville Dog Park
19181-001
Nexxgen Environmental
0
0.5
1
1.5
2
2.5
3
3.5
0
-0.5
-1
-1.5
-2
-2.5
-3
-3.5
4-4
Municipality of
Clarington
Longworth Avenue,
Clarington ON L0B 1J0
TOPSOIL:
-0.15
0.15(SC) CLAYEY SAND: Clayey
Sand; dark brown to grey, trace
organics, trace brick; no
staining, no odour; moist
-0.61
0.61Borehole terminated @ 0.6 mbgs
due to target depth achieved.
1 GB
2 GB
Log of Test Pit:
CAMBIUM
Screening Level Risk
Assessment-North
Bowmanville Dog Park,
Bowmanville, Ontario
August 20, 2024
Prepared for:
Municipality of Clarington
Cambium Reference: 19181-001
Attachment 3 to
PDS-047-24
Table : Summary of Soil Quality
North Bowmanville Dog Park, Bowmanville
Municipality of Clarington
19181-001
Location Code TP101 TP103 TP201 TP202 TP203 TP204 TP205 TP206 TP207 TP208 TP208
Field ID TP101_0.2-0.4 TP102_0.2-0.6 QAQC1 TP103_0.2-0.6 TP201_0.6-0.8 TP202_0.5-0.7 TP203_0.4-0.6 TP203_0.6-0.8 QAQC201 TP204_0.5-0.7 TP205_0.3-0.5 TP206_0.4-0.6 TP207_0.4-0.6 TP208_0.2-0.4 TP208_0.4-0.6
Depth (m bgs)0.2 - 0.4 0.2 - 0.6 0.2 - 0.6 0.2 - 0.6 0.6 - 0.8 0.5 - 0.7 0.4 - 0.6 0.6 - 0.8 0.6 - 0.8 0.5 - 0.7 0.3 - 0.5 0.4 - 0.6 0.4 - 0.6 0.2 - 0.4 0.4 - 0.6
Date 27 Nov 2023 27 Nov 2023 27 Nov 2023 27 Nov 2023 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024 03 Jul 2024
BTEX
Benzene µg/g 0.02 0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Toluene µg/g 0.05 0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Ethylbenzene µg/g 0.05 0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Xylene Total µg/g 0.05 0.05#1 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
PHCs
F1 µg/g 7 25#2 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7 <7
F2 µg/g 4 10#3 <4 <4 <4 <4 <4 <4 <4 13 11 5 <4 <4 <4 <4 <4
F3 µg/g 8 240#4 100 167 74 45 19 <8 <8 324 403 119 10 27 <8 <8 20
F4 µg/g 6 120 284 132 82 <6 7 <6 <6 88 125 47 7 7 <6 <6 16
F4G-SG (GHH-Silica) µg/g 50 120 - - - - - - - -266 - - - - - -
PAHs
Acenaphthene µg/g 0.02 0.072 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Acenaphthylene µg/g 0.02 0.093 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Anthracene µg/g 0.02 0.16 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benz(a)anthracene µg/g 0.02 0.36 - - - - <0.02 <0.02 <0.02 0.03 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(a)pyrene µg/g 0.02 0.3 - - - - <0.02 <0.02 <0.02 0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(g,h,i)perylene µg/g 0.02 0.68 - - - - <0.02 <0.02 <0.02 0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(k)fluoranthene µg/g 0.02 0.48 - - - - <0.02 <0.02 <0.02 0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Benzo(b/j)fluoranthene µg/g 0.02 0.47#5 - - - - <0.02 <0.02 <0.02 0.03 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Chrysene µg/g 0.02 2.8 - - - - <0.02 <0.02 <0.02 0.04 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Dibenz(a,h)anthracene µg/g 0.02 0.1 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Fluoranthene µg/g 0.02 0.56 - - - - <0.02 <0.02 <0.02 0.06 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Fluorene µg/g 0.02 0.12 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Indeno(1,2,3-c,d)pyrene µg/g 0.02 0.23 - - - - <0.02 <0.02 <0.02 0.03 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Methylnaphthalene 1 & 2 µg/g 0.04 0.59#6 - - - - <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04
Naphthalene µg/g 0.01 0.09 - - - - <0.01 <0.01 <0.01 <0.01 <0.01 0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Phenanthrene µg/g 0.02 0.69 - - - - <0.02 <0.02 <0.02 0.06 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Pyrene µg/g 0.02 1 - - - - <0.02 <0.02 <0.02 0.07 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
PCBs
PCBs total µg/g 0.05 0.3#7 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Decachlorobiphenyl mg/kg - - - - 0.131 0.136 0.126 0.123 0.104 0.126 0.125 0.122 0.119 0.117 0.101
VOCs
Acetone µg/g 0.5 0.5 - - - - <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Bromomethane µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Bromoform µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Bromodichloromethane µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Carbon tetrachloride µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Chlorobenzene µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Chloroform µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dibromoethane,1,2- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorobenzene, 1,2- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorobenzene, 1,3- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorobenzene, 1,4- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichlorodifluoromethane µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethane, 1,1- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethane, 1,2- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethylene, 1,1- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethylene, 1,2-trans- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloroethylene, 1,2-cis- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloromethane µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloropropane, 1,2- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dichloropropene, 1,3- cis & trans µg/g 0.05 0.05#8 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Dibromochloromethane µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Hexane µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Methyl Ethyl Ketone µg/g 0.5 0.5 - - - - <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Methyl Iso-Butyl Ketone µg/g 0.5 0.5 - - - - <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
MTBE µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Styrene µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Tetrachloroethylene µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Tetrachloroethane, 1,1,1,2- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Tetrachloroethane, 1,1,2,2- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichloroethane, 1,1,1- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichloroethane, 1,1,2- µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichloroethylene µg/g 0.05 0.05 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Trichlorofluoromethane µg/g 0.05 0.25 - - - - <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
Vinyl chloride µg/g 0.02 0.02 - - - - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Metals
Antimony µg/g 1 1.3 <1.0 13.5 4.5 27.5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Arsenic µg/g 1 18 2.9 8.1 8.4 8.8 2.0 1.4 7.4 1.9 2.1 2.0 2.5 1.7 2.4 1.2 1.3
Barium µg/g 1 220 42.6 168 155 245 15.9 12.7 62.5 25.3 22.8 24.1 34.5 16.7 54.6 18.7 23.3
Beryllium µg/g 0.5 2.5 <0.5 0.5 0.5 0.6 <0.5 <0.5 0.7 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5
Boron µg/g 5 36 8.0 8.8 9.1 9.2 <5.0 <5.0 11.4 <5.0 <5.0 <5.0 <5.0 <5.0 7.0 <5.0 <5.0
Cadmium µg/g 0.5 1.2 <0.5 0.9 0.8 0.9 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5
Chromium (III+VI) µg/g 5 70 26.3 22.3 23.1 24.5 7.9 6.1 22.1 10.0 8.9 9.1 11.2 8.0 14.2 7.0 8.9
Cobalt µg/g 1 21 5.7 5.9 6.3 6.6 2.4 1.6 9.1 2.5 2.4 2.6 3.4 2.4 4.3 2.1 2.4
Copper µg/g 5 92 15.2 61.8 50.5 77.1 <5.0 <5.0 15.9 6.1 5.4 5.4 7.0 <5.0 10.0 <5.0 <5.0
Lead µg/g 1 120 10.9 277 361 216 1.9 1.5 8.1 23.6 32.6 5.3 7.9 2.4 12.0 1.8 4.1
Molybdenum µg/g 1 2 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 1.8 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Nickel µg/g 5 82 8.6 13.3 13.9 14.7 <5.0 <5.0 23.7 5.2 5.1 <5.0 6.1 <5.0 8.2 <5.0 <5.0
Selenium µg/g 1 1.5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Silver µg/g 0.3 0.5 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3
Thallium µg/g 1 1 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Uranium µg/g 1 2.5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Vanadium µg/g 10 86 34.7 28.9 30.9 31.2 18.0 14.0 33.8 19.1 18.1 18.3 22.6 17.8 25.2 15.8 18.1
Zinc µg/g 20 290 55.4 475 387 469 <20.0 <20.0 49.8 24.0 23.2 20.9 29.5 <20.0 48.1 <20.0 <20.0
ORPs
Boron (hot water soluble) µg/g 0.5 - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5
Chromium (hexavalent) µg/g 0.2 0.66 - - - - <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2
Cyanide (Free) µg/g 0.03 0.051 - - - - <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03
Electrical Conductivity (Lab) µS/cm 5 570 151 147 139 138 114 81 1,040 329 339 389 136 137 98 88 103
Mercury µg/g 0.1 0.27 - - - - <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
pH (Lab) -0.05 5-9 7.54 7.47 7.38 7.41 6.88 7.12 7.43 6.98 7.07 7.10 7.07 7.18 7.42 7.50 7.41
Sodium Adsorption Ratio -0.01 2.4 0.09 0.08 0.08 0.07 0.09 0.09 11.2 0.07 0.07 0.07 0.08 0.09 0.11 0.12 0.11
Comments
#1 Standard is applicable to total xylenes; m & p-xylenes and o-xylenes should be summed for comparison.
#2 Standard is applicable to PHC in the F1 range minus BTEX.
#3 Standard is applicable to PHC F2 minus naphthalene. If naphthalene is not analyzed, the standard is applied to F2.
#4 Standard is applicable to PHC F3 minus PAHs (other than naphthalene). If PAHs have not been measured, the standard is applied to F3.
#5 Standard is for benzo(b)fluoranthene; however, the laboratory can not distinguish between benzo(b)fluoranthene and benzo(k)fluoranthene.
#6 Standard is applicable to Methylnaphthalene, 1- and Methylnaphthalene, 2-. If both are detected, the sum of the two must not exceed the standard.
#7 Standard is applicable to total PCBs, Individual aroclors should be added for comparison.
#8 Standard is applicable to 1,3-Dichloropropene. Individual isomers (cis + trans) should be added for comparison.
TP203
Unit EQL
Table 1 -
RPIICC
TP102
Soil Components for Table 2 - Full Depth, Potable Water Scenario
Coarse Textured Soil Residential /Parkland Land Use (ug/g)
MOE Mass.Ont. Soil Plants &Mammals Soil Contact Indoor Air Indoor Air Outdoor Air Free Phase Soil Odour
Chemical Parameter Soil RL PQL Bkgrd Soil Org.& Birds S1 Risk S-GW1 S-GW3 S-IA Odour Threshold S-Nose
Acenaphthene 0.05 0.072 6600 360 150 12000 14 3900 2400 2800 100
Acenaphthylene 0.05 0.23 57 17 3.3 0.82 180 2900
Acetone 0.5 0.5 56 15000 250 340 950 4300 160000 92000 140
Aldrin 0.05 0.05 0.044 0.0024 0.56 31 380000 260000 5000 5200
Anthracene 0.05 0.16 2.5 38000 57 51 11 19 950 2700
Antimony 1 1.3 20 25 7.5 8000
Arsenic 1 18 20 51 0.79 12000
Barium 5 220 750 390 3800 7700
Benzene 0.02 0.02 25 370 9.3 0.92 300 0.21 820 17 5000 63
Benz[a]anthracene 0.05 0.36 0.5 5.7 190 9.9E+10 120 600 7600
Benzo[a]pyrene 0.05 0.49 20 1600 0.57 6.6 8.2E+14 340 68 7600
Benzo[b]fluoranthene 0.05 0.47 5.7 67 1.7E+15 10000 3800 7600
Benzo[ghi]perylene 0.1 0.68 6.6 57 2200 2.7E+14 7600
Benzo[k]fluoranthene 0.05 0.48 7.6 5.7 66 5.5E+14 12000 3800 7600
Beryllium 2 2.5 4 13 38 3900
Biphenyl 1,1'- 0.05 0.05 710 590 4000 11 2600 0.31
Bis(2-chloroethyl)ether 0.5 0.5 0.32 0.0014 2000 69 6400 1.9
Bis(2-chloroisopropyl)ether 0.5 0.5 840 12 2600 18 11 0.67
Bis(2-ethylhexyl)phthalate 5 5 14 0.8 1100 830 1.9E+09 7100
Boron (Hot Water Soluble)*0.5 0.5 1.5 5000
Boron (total)5 36 120 4300 5000
Bromodichloromethane 0.05 0.05 13 1.5 1100 5500
Bromoform 0.05 0.05 72 2.3 460 220 11000 5.4
Bromomethane 0.05 0.05 6.3 0.097 30 0.035 27 71 7300 6
Cadmium 1 1.2 12 1.9 0.69 18000
Carbon Tetrachloride 0.05 0.05 5.8 7.6 15 0.51 50 0.013 470 30 3900 120
Chlordane 0.05 0.05 1.1 0.0085 0.59 510 680 7.6 5700 210 8400 110
Chloroaniline p- 0.5 0.5 20 38 0.66 9.7 6100
Chlorobenzene 0.05 0.05 6 1300 8 52 91 78 8900 3700 3.7
Chloroform 0.05 0.05 34 81 310 2.3 200 3.1 1400 880 6600 260
Chlorophenol, 2- 0.1 0.1 1.6 63 3.7 440 130000
Chromium Total 5 70 310 160 28000 11000
Chromium VI 0.2 0.66 8 910 160
Chrysene 0.05 2.8 7 57 20 6.4E+10 3400 12000 7700
Cobalt 2 21 40 180 22 19000
Copper 5 92 140 770 200
Cyanide (CN-) 0.05 0.051 0.9 0.11 38 22 0.47 240000
Dibenz[a h]anthracene 0.1 0.16 0.57 22 5.3E+14 60000 790 7600
Dibromochloromethane 0.05 0.05 9.4 2.3 1000 10000
Dichlorobenzene, 1,2- 0.05 0.05 3.4 6300 1.2 1300 35 160 9200 3100 6.1
Dichlorobenzene, 1,3- 0.05 0.05 4.8 420 24 1300 3300
Dichlorobenzene, 1,4- 0.05 0.05 3.6 47 0.4 1300 0.083 22 18 3000 0.85
Dichlorobenzidine, 3,3'- 1 1 0.52 0.16 1400 5000
Dichlorodifluoromethane 0.05 0.05 40 4200 150 350 710
DDD 0.05 0.05 6.8 3.3 1300 32000000 5000
DDE 0.05 0.05 0.26 2.3 1300 300000000 5000
DDT 0.05 1.4 1 0.0011 2.3 1800 180000000 5000
Dichloroethane, 1,1- 0.05 0.05 8.4 840 0.47 34000 3.5 130 1500 4800 24
Dichloroethane, 1,2- 0.05 0.05 48 29 8.7 0.48 3900 0.025 640 1.4 5300 45
Dichloroethylene, 1,1- 0.05 0.05 50 43 1000 1.3 240 0.004 180 1300 3900 44
Dichloroethylene, 1,2-cis- 0.05 0.05 84 42 1.9 2800 3.4 1300 4600
Dichloroethylene, 1,2-trans- 0.05 0.05 84 420 1.9 4700 0.084 34 700 4600 8.5
Dichlorophenol, 2,4- 0.1 0.1 1.7 63 0.19 1000 33000
Soil Leaching
Appendix A2 (4)
Soil Components for Table 2 - Full Depth, Potable Water Scenario
Coarse Textured Soil Residential /Parkland Land Use (ug/g)
MOE Mass.Ont. Soil Plants &Mammals Soil Contact Indoor Air Indoor Air Outdoor Air Free Phase Soil Odour
Chemical Parameter Soil RL PQL Bkgrd Soil Org.& Birds S1 Risk S-GW1 S-GW3 S-IA Odour Threshold S-Nose
Soil Leaching
Dichloropropane, 1,2- 0.05 0.05 25 22 0.54 1600 0.01 4.5 27 2100 0.34
Dichloropropene,1,3- 0.05 0.05 25 8.7 0.059 82 0.027 17 9 5000 1.2
Dieldrin 0.05 0.05 0.044 0.00096 0.94 3.1 2.3 8700
Diethyl Phthalate 0.5 0.5 11 85 94000 2200 1.5 7600
Dimethylphthalate 0.5 0.5 17 94000 1400 0.5 1800
Dimethylphenol, 2,4- 0.2 0.2 420 38 8500 57000
Dinitrophenol, 2,4- 2 2 38 2 1300 13000
Dinitrotoluene, 2,4 & 2,6- 0.5 0.5 0.92 0.015 320 3800
Dioxane, 1,4 0.2 0.2 1.8 72 7.5 17000 180 57000 82000
Dioxin/Furan (TEQ)5.4E-07 0.000007 0.000013 0.000048 0.0018 860 0.0028 0.11 7000
Endosulfan 0.04 0.04 0.15 0.023 38 110 7.3 8700
Endrin 0.04 0.04 0.019 0.0011 4.7 18 1.5 5000
Ethylbenzene 0.05 0.05 55 90 2100 1.1 360 2.1 100 16000 2700 5.2
Ethylene dibromide 0.05 0.05 0.22 0.0048 1900 0.0014 1600 0.099 2000 51
Fluoranthene 0.05 0.56 50 0.69 57 180 210000 450 4500 7600
Fluorene 0.05 0.12 720 1100 1300 2800
Heptachlor 0.05 0.05 0.2 3.9 0.15 66 14 19000 8300 370
Heptachlor Epoxide 0.05 0.05 0.11 6.6 0.076 8800 5000 180
Hexachlorobenzene 0.01 0.01 100 0.52 2.9 300 9300
Hexachlorobutadiene 0.01 0.01 7.1 0.52 35 0.012 210 2.8 8300 8.6
Hexachlorocyclohexane Gamma- 0.01 0.01 5.9 0.25 11 1.2 5000
Hexachloroethane 0.01 0.01 21 0.49 480 0.089 51 54 9400 0.46
Hexane (n) 0.05 0.05 1200 2.8 130000 1500
Indeno[1 2 3-cd]pyrene 0.1 0.23 0.38 5.7 220 1.9E+15 84000 7300 7600
Lead 10 120 250 32 120 24000
Mercury 0.1 0.27 10 20 9.8 550 2.5E+15 0.25 36 34000
Methoxychlor 0.05 0.05 0.13 0.38 32000 37 8000
Methyl Ethyl Ketone 0.5 0.5 35 9900 13000 160 4900 16 750 44000 26000 26
Methyl Isobutyl Ketone 0.5 0.5 21000 440 3100 6.6 39 23000 5100 1.7
Methyl Mercury **0.8 0.034 2 1 0.18 1300000
Methyl tert-Butyl Ether (MTBE) 0.05 0.05 25 440 1.6 4800 0.75 170 8000
Methylene Chloride 0.05 0.05 0.78 350 110 4.8 160 0.1 670 2200 6400 150
Methlynaphthalene, 2-(1-) ***0.05 0.59 72 30 1700 34 3600 0.99
Molybdenum 2 2 40 6.9 110 22000
Naphthalene 0.05 0.09 0.6 380 360 93 4300 0.65 150 270 2800 4.5
Nickel 5 82 100 5000 180
Pentachlorophenol 0.1 0.1 17 0.013 3.6 86 64 9200
Petroleum Hydrocarbons F1****10 25 210 6900 4100 1100 130 26000 1700
Aliphatic C6-C8 200000 150000 830 320 560000 1700
Aliphatic C>8-C10 4100 20000 2900 76 18000 1700
Aromatic C>8-C10 1600 410 850 61 4900 2900
Petroleum Hydrocarbons F2 10 10 150 3100 4300 4900 98 25000 2700
Aliphatic C>10-C12 4100 160000 5.1E+12 390 20000 1700
Aliphatic C>12-C16 4100 3100000 1.9E+15 170 42000 6600
Aromatic C>10-C12 1600 630 920 22 11000 2500
Aromatic C>12-C16 1600 1200 1100 44 26000 2200
Petroleum Hydrocarbons F3 50 240 300 5800 20000 5800
Aliphatic C>16-C21 82000 7.8E+09 6700
Aliphatic C>21-C34 82000 1.2E+14 6900
Aromatic C>16-C21 1200 2900 3000
Aromatic C>21-C34 1200 23000 7900
Petroleum Hydrocarbons F4 50 120 2800 6100 1600000 6900
Aliphatic C>34 820000 1.2E+20 6900
Appendix A2 (5)
Soil Components for Table 2 - Full Depth, Potable Water Scenario
Coarse Textured Soil Residential /Parkland Land Use (ug/g)
MOE Mass.Ont. Soil Plants &Mammals Soil Contact Indoor Air Indoor Air Outdoor Air Free Phase Soil Odour
Chemical Parameter Soil RL PQL Bkgrd Soil Org.& Birds S1 Risk S-GW1 S-GW3 S-IA Odour Threshold S-Nose
Soil Leaching
Aromatic C>34 1200 330000 6900
Phenanthrene 0.05 0.69 6.2 2700 17 4400 2300
Phenol 0.5 0.5 17 9.4 5400 240 1000 940 34000 16000 230000 970
Polychlorinated Biphenyls 0.3 0.3 33 1.1 0.35 770 2.1E+13 3.1 120 5000
Pyrene 0.05 1 4700 540 1700 14000 3500 41000 7700
Selenium 1 1.5 10 2.4 110
Silver 0.5 0.5 20 77 22000
Styrene 0.05 0.05 17 2500 47 1400 16 18 3400 3500 0.7
Tetrachloroethane, 1,1,1,2- 0.05 0.05 30 0.15 800 0.058 5.1 4400
Tetrachloroethane, 1,1,2,2- 0.05 0.05 4 0.14 1000 0.0045 2400 1.6 6700 86
Tetrachloroethylene 0.05 0.05 3.8 4.5 130 1.9 380 0.28 320 190 3700 61
Thallium 1 1 1.4 3.9 0.29 22000
Toluene 0.2 0.2 150 140 1700 6.4 1500 6.2 35 34000 3300 2.3
Trichlorobenzene, 1,2,4- 0.05 0.05 13 210 45 930 0.36 1100 290 3400 32
Trichloroethane, 1,1,1- 0.05 0.05 18 820 42000 20 210 0.38 1000 12000 3700 250
Trichloroethane, 1,1,2- 0.05 0.05 80 14 0.54 2700 0.03 2.9 3900
Trichloroethylene 0.05 0.05 100 8.1 10 0.55 6500 0.00044 480 12 4100 91
Trichlorofluoromethane 0.05 0.25 16 6300 20 86 4400
Trichlorophenol, 2,4,5- 0.1 0.1 4.4 56 9.1 590 14000
Trichlorophenol, 2,4,6- 0.1 0.1 4.4 56 2.1 81 13000
Uranium 1 2.8 500 33 23 40000
Vanadium 10 86 200 18 39 7100
Vinyl Chloride 0.02 0.02 3.4 12 0.57 0.19 5800 0.0021 1000 14 6100 230
Xylene Mixture 0.05 0.05 95 96 4200 120 570 3.1 580 4900 2300 35
Zinc 30 290 400 340 6800 15000
Electrical Conductivity (mS/cm)0.57 0.7
Chloride 5 210 52000 4800 3000
Sodium Adsorption Ratio 2.4 5
Sodium 50 1300
Appendix A2 (6)
Patrick Garrett, M.Sc., C.Chem. Page No. 1
Patrick Garrett, M.Sc., C.Chem.Environmental Specialist/Risk Assessor
Mr. Garrett holds a Master of Science degree in Environmental Chemistry from the Royal Military College of Canada,
as well as a Bachelor of Science in Environmental Chemistry from Queen’s University. Mr. Garrett is a Chartered
Chemist with Association of the Chemical Profession of Ontario. Mr. Garrett’s experience includes Phase I/One and
II/Two environmental site assessments, record of site condition, risk assessment, and excess soil management.
Mr. Garrett’s roles and responsibilities have been at all phases of the project life cycle, starting at the proposal
stage, through to preparing and implementing field programs, to analysis of environmental data and final reporting.
Mr. Garrett is also involved in the internal review process of Phase I/One and II/Two ESA reports, risk assessments,
and excess soil management reporting.
SUMMARY OF PROFESSIONAL EXPERIENCE
2020 - Present Environmental Specialist/Risk Assessor. Cambium Inc.
Kingston, ON, Canada
Responsible for project management, including budgeting, coordination of project staff, sub-consultants
and contractors, liaison with clients and regulators, ensuring compliance with federal, provincial, and
municipal regulatory requirements, data analysis and interpretation, report preparation, and internal
report review. Field of expertise includes environmental site assessments, soil and groundwater
remediation, excess soil management, and risk assessment.
2017 - 2020 Environmental Scientist. Environmental Sciences Group (ESG)/Royal Military College of
Canada (ESG/RMCC)
Kingston, ON, Canada
Conduct field/technical investigations, monitoring programs, and remediation projects for sites
contaminated with pollutants related to Department of National Defense (DND) operational activities
(PFAS, hydrocarbons, energetics, and other operational contaminants).
2015 - 2016 Notification Processing and Controls Officer. Environment and Climate Change Canada
Gatineau, QC, Canada
Administered the New Substances Notification Regulations (Chemicals and Polymers) [NSNR
(Chemicals and Polymers)] and the New Substances Notification Regulations (Organisms) [NSNR
(Organisms)] of CEPA.
PROFESSIONAL ASSOCIATIONS
2020 – Present Association of the Chemical Profession of Ontario – Chartered Chemist
Patrick Garrett, M.Sc., C.Chem. Page No. 2
EDUCATION & TRAINING
2019 M.Sc. Environmental Chemistry.
Royal Military College of Canada (RMCC)
Kingston, ON, Canada
2017 B.Sc. Honours. Environmental Chemistry.
Queen’s University
Kingston, ON, Canada
PUBLICATIONS
N-heterocyclic carbine-functionalized magic-number gold nanoclusters, Nature Chemistry, 11 (2019) 419-425
LANGUAGES
English
PROFESSIONAL AREA OF FOCUS
RISK ASSESSMENT
-RESIDENTIAL RISK ASSESSMENT – BOWMANVILLE, ON
Modified Generic Risk Assessment (MGRA) and Tier III Risk Assessment (RA) for a former industrial
property that is being converted to a residential development in a high-profile area. Mr. Garrett is
responsible for coordinating remediation activities, managing data, and providing RA support.
-RESIDENTIAL RISK ASSESSMENT – PICKERING, ON
Tier III RA for a former industrial property that is being converted to a residential development in a high-
profile area. Mr. Garrett is responsible for coordinating delineation activities, managing data, and providing
RA support.
EXCESS SOIL MANAGEMENT
-CITY OF QUINTE WEST ROAD RECONSTRUCTION – QUINTE WEST, ON
Project coordinator and technical lead for in-situ excess soil characterization for various roadways in the
City of Quinte West. The project involved the advancement of boreholes throughout the traveled portion of
Patrick Garrett, M.Sc., C.Chem. Page No. 3
each roadway. Mr. Garrett was responsible for developing sampling and analysis plans, coordinating drilling
activities and technical staff, data management, and final reporting.
-PICTON ROAD RECONSTRUCTION – PRINCE EDWARD COUNTY, ON
Project coordinator and technical lead for the characterization of over 15,000 m3 of in-situ excess soil to be
generated during road reconstruction. The project involved the advancement of boreholes throughout the
traveled portion of each roadway. Mr. Garrett was responsible for developing sampling and analysis plans,
coordinating drilling activities and technical staff, data management, and final reporting.
-LOYALIST HOUSING DEVELOPMENT – AMHERSTVIEW, ON
Project coordinator and technical lead for the characterization of over 20,000 m3 of ex-situ and in-situ
excess soil to be generated during a housing development. The project involved the advancement of test
pits throughout the project area and within existing soil stockpiles. Mr. Garrett was responsible for
developing sampling and analysis plans, coordinating subcontractors and technical staff, data
management, and final reporting.
GROUNDWATER MONITORING
-2017, 2018, 2019 CFB KINGSTON GROUNDWATER MONITORING PROGRAM – KINGSTON, ON
Collected field data and performed in-depth statistical analysis on long-term groundwater monitoring trends.
Prepared a detailed report on the findings.
-2018, 2019 CFB SUFFIELD GROUNDWATER MONITORING PROGRAM – SUFFIELD, AB
Collected field data and performed in-depth statistical analysis on long-term groundwater monitoring trends.
Prepared a detailed report on the findings.
REMEDIATION
-REMEDIATION OF A FUEL SPILL – KINGSTON, ON
Operated and collected monitoring samples from a pump and treat remediation system. Prepared a report
on the findings and efficiency of the remediation system.
Patrick Garrett, M.Sc., C.Chem. Page No. 4
APPLIED RESEARCH IN EMERGING CONTAMINANTS
-2020 ENVIRONMENTAL PROTOCOL FOLLOWING EMERGENCY USE OF CLASS B AFFF –
WAINWRIGHT, AB
Provided a detailed report on the fate and transport of PFAS in soil, and the environmental response
protocol following emergency use of Class B AFFF.
GEOSTATISTICS
-BACKGROUND SOIL CONCENTRATIONS OF TRACE ELEMENTS IN ARCTIC SOIL
Performed in depth statistical analysis on a historical soil dataset collected as part of the DEW Line Clean-
Up project. Prepared and defended as part of a Master of Science thesis at the Royal Military College of
Canada.
Mark Beasy, M. Sc., QPRA Page No. 1
MARK BEASY, M. Sc., QPRA Senior Risk Assessor
SUMMARY OF PROFESSIONAL EXPERIENCE
2021 Present Senior Risk Assessor. Cambium Inc.
Oshawa, Ontario, Canada
responsibilities include the coordination and management of projects related to environmental
risk assessments, soil vapour and indoor air quality assessments.He also provides senior peer review
support of RA work for external clients. Mark has extensive experience with proposal and report
preparation including Due Diligence Risk Assessments, Opinion Letters, data compilation, and
interpretation.
2019 2021 Senior Risk Assessor. Pinchin Ltd.
Mississauga, Ontario, Canada
Conducted human health and ecological RAs under O.Reg. 153/04, as well as under federal and other
provincial guidelines.Provided peer reviews for internal and external projects, both for due diligence
and for regulatory submission. Managed Soil Vapour and Indoor Air Quality Assessments for both due
diligence and in support of RA under O.Reg. 153/04.Developed toxicological assessments and air
benchmarks for novel chemicals for which no guidelines are otherwise available.
2015 2019 Senior Risk Assessment Specialist. EXP Services Inc.
Brampton, Ontario, Canada
Conducted environmental and human health risk assessment projects under Ontario Regulations
153/04 for various contaminated sites in Ontario (including Tier 2, Tier 3 and Due Diligence Risk
Assessments). Oversaw additional projects such as monitoring programs for Certificates of Property
Use under O. Reg. 153/04; soil, groundwater and subslab vapour sampling programs; and,risk
management plans. Completed ongoing project management, staff scheduling and professional
mentorship duties.
2011 2014 Risk Assessment Specialist. SNC-Lavalin Inc., Environment & Water.
Toronto, Ontario, Canada
Conducted environmental and human health risk assessment projects under Ontario Regulations
153/04 for various contaminated sites in Ontario (including Tier 2, Tier 3 and Streamlined Tier 3 Risk
Assessments). Worked with site assessment staff to develop complete conceptual site models and to
plan cost effective site characterization to support Risk Assessment.
2007 2010 Environmental Risk Analyst II. Intrinsik Environmental Sciences Inc.
Mississauga, Ontario, Canada
Conducted environmental and human health risk assessment projects, including ecological and human
exposure RAs for contaminated sites and industrial emissions and effluents. Duties included: chemical fate
and transport, human health and ecological exposure modelling, reaction chemistry in consumer product
support, statistical analysis of environmental data, screening data against regulatory guidelines, report
writing, data analysis, literature reviews; and, development of property-specific standards.
Mark Beasy, M. Sc., QPRA Page No. 2
EDUCATION & TRAINING
1996 Master of Science in Chemistry, University of Waterloo, Waterloo, Ontario
1992 Combined Honours Bachelor of Science in Mathematics and Chemistry, Dalhousie University ,
Halifax, Nova Scotia
PEER AND TECHNICAL REVIEW
Senior Peer Reviewer for projects to support land conveyances (and RSC filing) from private properties to
the City of Toronto (2015 to 2019).
Senior technical reviewer for more than a hundred risk assessment, toxicology, soil vapour and indoor air
assessment reports for a variety of sites including redevelopment properties, vacant lands, novel chemical
manufacturers/users and federal properties.
SELECTED EXPERIENCE
Mr. Beasy has completed numerous Environmental Risk Assessments on contaminated sites, ranging from Due
Diligence RAs to risk-based Opinion Letters to Tier 3 RAs conducted under O.Reg. 153/04 for the purpose of filing
a Record of Site Condition (RSC). Select RA projects are provided below.
ART GALLERY PROPERTY RISK ASSESSMENT THUNDER BAY, ONTARIO
Tier 3 RA of a Site impacted by metals, PHCs, VOCs and PAHs. No risks are anticipated with implementation of
Risk Management. Site-specific risk-based soil standards were developed where naturally elevated levels of metals
are present in region. RSC filed for mixed parkland and institutional use.
RESIDENTIAL PROPERTY RISK ASSESSMENT - TORONTO, ONTARIO
Modified Generic Risk Assessment (MGRA) of a Site impacted by VOCs and inorganics. Inorganic impacts in
groundwater at depth were attributed to natural sources using a novel analytical approach. RSC filed for residential
use.
RESIDENTIAL AND COMMERCIAL PROPERTY RISK ASSESSMENT - OTTAWA, ONTARIO
Tier 3 RA of a Site impacted by PHCs and chlorinated VOCs as a result of historical commercial operations. The
RA concluded that no risks are anticipated based on the implementation of recommended risk management and
implementation of a vapour sampling program to minimize risk management costs while achieving acceptance with
MECP. An RSC will be obtained for the property under O. Reg. 153/04.
Mark Beasy, M. Sc., QPRA Page No. 3
COMMERCIAL PROPERTY RISK ASSESSMENT - TORONTO, ONTARIO
Tier 3 RA of a Site primarily impacted by PHCs, chlorinated VOCs and semi-volatile parameters as a result of
historical industrial operations. The RA concluded that no risks are anticipated based on the implementation of
recommended risk management (including vapour mitigation system in newly constructed building) and
implementation of ongoing groundwater and air monitoring to minimize risk management costs while achieving
acceptance with MECP. An RSC will be obtained for the property under O. Reg. 153/04.
COMMERCIAL PROPERTY RISK ASSESSMENT - MISSISSAUGA, ONTARIO
Tier 3 RA of a Site primarily impacted by PAHs, PHCs and chlorinated VOCs as a result of historical commercial
operations. The RA concluded that no risks are anticipated based on the implementation of recommended risk
management (including soil vapour extraction system in existing plaza) and implementation of ongoing groundwater
and air monitoring to minimize risk management costs while achieving acceptance with MECP. RSC filed for
commercial use.
COMMERCIAL PROPERTY RISK ASSESSMENT YORKTON, SASKATCHEWAN
Contaminated Site RA of a property owned and operated by a First Nations group. Site primarily impacted by PHCs
as a result of historical commercial operations. As Site is owned and operated by a First Nations group, federal
guidelines and standards were required. No risks were anticipated with implementation of risk management.
DUE DILIGENCE RISK ASSESSMENTS VARIOUS LOCATIONS
Project Manager responsible for numerous Due Diligence Risk Assessments (DDRAs), primarily for support of
environmental site assessments related to property financing and transactional agreements. These are typically
conducted in general accordance with O.Reg. 153/04 based on client needs and defined scope, for assessment of
risk to human health and the environment.
COMMERCIAL PROPERTY RISK ASSESSMENT YORKTON, SASKATCHEWAN
Contaminated Site RA of a property owned and operated by a First Nations group. Site primarily impacted by PHCs
as a result of historical commercial operations. As Site is owned and operated by a First Nations group, federal
guidelines and standards were required. No risks were anticipated with implementation of risk management.
FEDERAL SITE-SPECIFIC RISK ASSESSMENT NORTHERN ONTARIO
Federal Site-Specific Risk Assessment (SSRA) for hydrometric station in northern Ontario. The SSRA evaluated
risks to human health and the environment as a result of mercury impacts in on-Site soils related to spills associated
Mark Beasy, M. Sc., QPRA Page No. 4
with manometer use. The SSRA was conducted based on identified receptors (including First Nations) and exposure
pathways, evaluating both short- and long-term exposures, where appropriate.
Municipality of Clarington Parks, Recreation, and Culture Master Plan
Phase 2 Community Engagement Summary Report
7
Figure 1: Participation in Parks, Recreation and Culture Activities in the Past Five Years (n=3,188)
Neutral and don’t know responses not shown.
70%
66%
66%
63%
61%
57%
54%
53%
50%
45%
42%
41%
38%
36%
31%
26%
22%
21%
21%
20%
19%
15%
14%
12%
11%
11%
10%
9%
8%
8%
8%
7%
5%
4%
4%
4%
1%
1%
Enjoying parks and open spaces
Attending a community event
Walking or hiking for leisure
Enjoying or using the Clarington waterfront
Visit a farmers market
Visited a public library (in-person or online)
Swimming (instructional, recreational, aqua-fit)
Borrowed a book / material from a library
Use of playground equipment
Use of splash pad
Dog walking (on or off leash)
Indoor hockey, ringette, figure skating, or ice…
Aerobic, yoga, or fitness programs
Attend a concert / live music show
Gardening
Cycling or mountain biking
Visit a museum or heritage centre
Baseball or softball (or other forms)
Weight training
Arts and crafts program
Camp programs
Attend a live theatre show
Outdoor recreational skating
Attending a storytime program
Visited an art gallery
Gymnastics
Drama, dance, or music program
Organized Older Adult 55+ Programs
Outdoor tennis
Volleyball
Basketball
Outdoor pickleball
Teen programs
Football or rugby
Disc golf
Cricket
Outdoor bocce
Lawn bowling
Attachment 4 to
PDS-047-24
Municipality of Clarington Parks, Recreation, and Culture Master Plan
Phase 2 Community Engagement Summary Report
14
Figure 9: Support for Additional Public Investment in Parks, Recreation and Culture Facilities
(n= 2,482 to 2,515)
85%
84%
80%
79%
76%
75%
73%
71%
71%
71%
70%
69%
68%
68%
64%
62%
60%
60%
60%
57%
56%
54%
52%
51%
51%
51%
50%
49%
48%
46%
46%
46%
45%
44%
43%
42%
42%
41%
29%
24%
21%
5%
4%
7%
5%
5%
11%
5%
7%
7%
5%
5%
5%
12%
9%
6%
13%
9%
8%
12%
11%
10%
14%
13%
12%
9%
10%
14%
13%
15%
12%
12%
18%
13%
16%
12%
20%
15%
17%
17%
27%
28%
Clarington waterfront
Paved multi-use trails
Acquisition of parks and open space
Indoor pools
Unpaved nature trails
Outdoor ice rink / trail
Playgrounds
Fitness centres
Indoor multi-use sports dome
Space for community events
Splash pads
Dedicated youth centres
Arenas (indoor ice)
Indoor walking track
Gymnasiums
Outdoor swimming pools
Therapy pools
Outdoor education space
Community gardens
Library branches
Outdoor soccer fields
Outdoor fitness equipment
Indoor space for large special events
Arts and crafts program rooms
Dedicated 55+ centres
Outdoor basketball courts
Heritage buildings
Community halls and meeting spaces
Outdoor reading garden
Outdoor tennis courts
Performing arts space
Baseball or softball diamonds
Performing art spaces
Museums
Sports field for football and rugby
Off-leash dog parks
Outdoor pickleball courts
Skateboard parks
Outdoor lacrosse boxes
Disc golf course
Cricket fields
Strongly Support or Somewhat Support Strongly Opposed or Somewhat Opposed
Attachment 5 to
PDS-047-24