WI0300447_Permit (Issuance)_20210322

MEMO ARCADIS
To:
North Carolina Department of
Environmental Quality
Division of Water Resources
Underground Injection Control Program
From:
Arcadis U.S., Inc.
Copies:
Dan Ediger
Legacy Asset Management
AkzoNobel Chemicals
Date: Arcadis Project No.:
March 2021 30045539
Subject:
Notice of Intent to Construct or Operate Injection Wells
Former ICI Americas Inc., Charlotte Operations Facility
2130 North Tryon Street, Charlotte, North Carolina
Arcadis U.S., Inc.
10 Patewood Drive
Suite 375
Greenville
South Carolina 29615
Tel [phone]
Fax [phone]
Design & Consultancy
for natural and
built assets
Arcadis U.S., Inc. (Arcadis) is pleased to provide to the North Carolina Department of Environmental
Quality (NCDEQ) this Notification of Intent (NOI) to Construct or Operate Injection Wells for the former ICI
Americas Inc. Charlotte Operations Facility located at 2130 North Tryon Street, Charlotte, North Carolina
(site). This package includes the installation of three new injection wells located upgradient of the UW-1
cluster in the vicinity of the former source area and injection of emulsified vegetable oil (EVO) with
bioaugmentation. The purpose of this one-time injection event is to reduce the estimated remedial
timeframe to achieve compliance with North Carolina Administrative Code Subchapter 2L (NCAC 2L)
Standard by targeting elevated concentrations in groundwater in the UW-1 well cluster.
FIGURES
1 Site Location
2 Site Groundwater and Surface Water Monitoring Network Map
3 Shallow Potentiometric Map (September 2020)
4 Volatile Organic Compounds Detected in Groundwater (September 2020)
5 PCE Isoconcentration Map for Shallow Groundwater (September 2020)
6 PCE Isoconcentration Map for PWR/Bedrock Groundwater (September 2020)
7 TCE Isoconcentration Map for Shallow Groundwater (September 2020)
8 TCE Isoconcentration Map for PWR/Bedrock Groundwater (September 2020)
arcadis.com Page:
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MEMO
9 Cis-1,2-DCE Isoconcentration Map for Shallow Groundwater (September 2020)
10 Cis-1,3-DCE Isoconcentration Map for PWR/Bedrock Groundwater (September 2020)
11 Typical Injection Well Construction Diagram
12 Process Flow Diagram
ATTACHMENT 1 - HISTORICAL CROSS-SECTIONS1
2-3 Soil Boring and Geologic Cross Section Location Map
2-4 Geologic Cross -Section A -A'
2-5 Geologic Cross -Section B-B'
2-6 Geologic Cross -Section C-C'
ATTACHMENT 2 - INJECTATE SAFTEY DATA SHEETS
1 Blasland, Bouch & Lee, Inc. (BBL). 2005. Groundwater Monitoring Report and Corrective Action Plan. October.
arcadis.com Page:
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NC Department of Environmental Quality — Division of Water Resources (DWR)
NOTIFICATION OF INTENT (NOI) TO CONSTRUCT OR OPERATE INJECTION WELLS
The following are `permitted by rule" and do not require an individual permit when constructed in accordance
with the rules of 15A NCAC 02C.0200 (NOTE: This form must be received at least 14 DAYS prior to injection)
AQUIFER TEST WELLS (15A NCAC 02C .0220)
These wells are used to inject uncontaminated fluid into an aquifer to determine aquifer hydraulic characteristics.
IN SITU REMEDIATION (15A NCAC 02C .0225) or TRACER WELLS (15A NCAC 02C .0229):
1) Passive Injection Systems - In -well delivery systems to diffuse injectants into the subsurface. Examples include
ORC socks, iSOC systems, and other gas infusion methods (Note: Injection Event Records (IER) do not need to be
submitted for replacement of each sock used in ORC systems).
2) Small -Scale Injection Operations — Injection wells located within a land surface area not to exceed 10,000
square feet for the purpose of soil or groundwater remediation or tracer tests. An individual permit shall be required
for test or treatment areas exceeding 10,000 square feet.
3) Pilot Tests - Preliminary studies conducted for the purpose of evaluating the technical feasibility of a
remediation strategy in order to develop a full scale remediation plan for future implementation, and where the
surface area of the injection zone wells is located within an area that does not exceed five percent of the land surface
above the known extent of groundwater contamination. An individual permit shall be required to conduct more
than one pilot test on any separate groundwater contaminant plume.
4) Air Injection Wells - Used to inject ambient air to enhance in -situ treatment of soil or groundwater.
5) In -Situ Thermal Wells (IST) — Used to `heat' contaminated groundwater to enhance remediation.
Print Clearly or Type Information. Illegible Submittals Will Be Returned as Incomplete.
DATE: March 3, 2021 PERMIT NO. WI0300447
A.
B.
WELL TYPE TO BE CONSTRUCTED OR OPERATED
(to be filled in by DWR)
(1) Air Injection Well Complete sections B through F, J, M
(2) Aquifer Test Well . Complete sections B through F, J, M
(3) Passive Injection System Complete sections B through F, H-M
(4) X Small -Scale Injection Operation Complete sections B through M
(5) Pilot Test Complete sections B through M
(6) Tracer Injection Well Complete sections B through M
(7) In -Situ Thermal (IST) Well Complete sections B through M
STATUS OF WELL OWNER: Business/Organization
C. WELL OWNER(S) — State name of Business/Agency, and Name and Title of person delegated authority to
sign on behalf of the business or agency:
Company Name: ICI Americas, Inc.
Company Contact Name/Title: Brett Whittleton, VP, Director Legacy Assets & Environmental Affairs
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 1

Mailing Address: 1 East Water Street
City: Waukegan State: IL Zip Code: 60085 County: Lake
Day Tele No.: 312-613-8684 Cell No.: 312-613-8684
EMAIL Address: [e-mail]
D. PROPERTY OWNER(S) (if different than well owner/applicant)
Company Name: Norfolk Southern Railway Company
Company Contact Name/Title: Charles (Chip) Arrington/Track Supervisor
Mailing Address: 1914 N. Tryon Street
City: Charlotte State: NC Zip Code: 28206 County: Mecklenburg
Cell No.: 704-560-1449
EMAIL Address: Charles Arrington@,nscorp.com
E. PROJECT CONTACT (Typically Environmental Consulting/Engineering Firm)
Name and Title: Timothy P. Hays/Project Manager
Company Name Arcadis
Mailing Address: 10 Patewood Drive, Suite 375
City: Greenville State: SC Zip Code: 29615 County: Greenville
Day Tele No.: 864-987-3905 Cell No.: 561-248-2169
EMAIL Address: [e-mail]
F. PHYSICAL LOCATION OF WELL SITE
(1) Address: 1914 North Tryon Street
City: Charlotte County: Mecklenburg
Zip Code: 28206
See Figure 2 for the groundwater monitoring network map.
(2) Geographic Coordinates:
Latitude: 35° 14' 35.9 N"
Longitude: 80° 49' 14.3W"
Method of Collection: Google Earth
G. TREATMENT AREA
Land surface area of contaminant plume: 34,100 square feet
Land surface area of inj. well network: 1,000 square feet (< 10,000 ft2 for small-scale injections)
Percent of contaminant plume area to be treated: <5% (must be < 5% of plume for pilot test injections)
See Figure 2 for the groundwater monitoring network map.
H. INJECTION ZONE MAPS — Attach the following to the notification.
(1) Potentiometric surface map(s) indicating the rate and direction of groundwater movement, plus existing and
proposed wells,
See Figure 3 for the site potentiometric map.
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 2

(2) Contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the contaminant
plume in soil and groundwater, existing and proposed monitoring wells, and existing and proposed injection
wells; and
See Figures 4 through 10 for site plume maps of tetrachloroethylene (PCE), trichloroethylene (TCE),
and cis-1,2-dichloroethylene (cis-1,2-DCE) in shallow and partially weathered rock/bedrock
groundwater.
(3) Cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical
extent of the contaminant plume in soil and groundwater, changes in lithology, existing and proposed
monitoring wells, and existing and proposed injection wells.
See Attachment 2 for historical site cross sections. See Figure 4 for a summary of detected VOCs at
site monitoring wells during the September 2020 sampling event.
DESCRIPTION OF PROPOSED INJECTION ACTIVITIES AT THE SITE — Provide a brief narrative
regarding the cause of the contamination, and purpose, scope, goals of the proposed injection activity:
Volatile organic compounds (VOCs) in groundwater at the site resulted from past site handling and
distribution of TCE from an on -site above ground storage tank (AST). The proposed injection
activities will be to enhance the existing monitored natural attenuation (MNA) remedial approach
through a one-time injection of a sparingly soluble carbon substrate emulsified vegetable oil (EVO)
with bioaugmentation. Injection wells will be installed hydraulically upgradient of the UW-1 cluster in
the vicinity of the former source area (Figure 2). A well construction diagram is presented in Figure
11 and the process flow diagram of the injection equipment is shown in Figure 12. Once injections
are complete, a performance monitoring program will be initiated to monitor the effectiveness of the
injections.
J. WELL CONSTRUCTION DATA
(1) No. of injection wells: 3 Proposed
(2) Appx. injection depths (BLS): 60 feet below land surface
(3) Provide well construction details for each injection well in a diagram or table format. A single
diagram or line in a table can be used for multiple wells with the same construction details. Well
construction details shall include the following (indicate if construction is proposed or as -built):
(a) Well type as permanent, Geoprobe/DPT, or subsurface distribution infiltration gallery
(b) Depth below land surface of casing, each grout type and depth, screen, and sand pack
(c) Well contractor name and certification number
See Figure 11 for the construction details of the permanent, proposed injection wells. A
contractor for well installation has not yet been secured.
K. INJECTION SUMMARY
NOTE: Only injectants approved by the epidemiology section of the NC Division of Public Health, Department
of Health and Human Services can be injected. Approved injectants can be found online at
http://deq.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/ground-water-
protection/ground-water-approved-injectants. All other substances must be reviewed by the DHHSprior to use.
Contact the UIC Program for more info if you wish to get approval for a different additive. However, please
note it may take 3 months or longer. If no injectants are to be used use N/A.
Injectant: Emulsified Vegetable Oil (EVO) (Lactoil or EOSPRO)
Total Amt. to be injected (gal)/event: 21,000 gallons (7,000 gallons/well)
Percent in mixture with other injectants: 3% mixture with potable water
No. of separate injection events: 1
Deemed Permitted GW Remediation NOI Rev. 2-17-2020
Page 3

Total Amt. to be injected (gal): 21.000
Injectant: Bioaugmentation cultures (KB-1 Primer) flushed with a mixture of potable water and diammonium
phosphate (DAP)
Total Amt. to be injected (L)/event: 6 liters of bioaugmentation cultures; 750 gallons of DAP mixture
Percent in mixture with other injectants: 0.5% mixture of diammonium phosphate with potable water
No. of separate injection events: 1
Total Amt. to be injected (gal): 6 liters of bioaugmentation cultures: 750 gallons of DAP mixture
Source of Water (if applicable): Potable water from the city of Charlotte. North Carolina.
L. MONITORING PLAN — Describe below or in separate attachment a monitoring plan to be used to determine
if violations of groundwater quality standards specified in Subchapter 02L result from the injection activity.
The monitoring program following the completion of the injection event will include the sampling of
the following wells: UW-1P, US-1Ds, UW-1Dd. MW-3, and MW-4. The wells will be sampled and
analyzed for VOCs, dissolved gasses (methane, ethane, ethene), total organic carbon (TOC) and
stabilized field parameters. As a part of the program, baseline samples were collected in September
2020 during the annual groundwater sampling event.
M. SIGNATURE OF APPLICANT AND PROPERTY OWNER
Well Owner/Applicant: 'I hereby certify, under penalty of law, that I am familiar with the information
submitted in this document and all attachments thereto and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, 1 believe that the information is true, accurate and
complete. I am aware that there are significant penalties, including the possibility of fines and imprisonment,
for submitting false information. I agree to construct, operate, maintain, repair, and if applicable, abandon the
injection well and all related appurtenances in accordance with the 15A NCAC 02C 0200 Rules. "
Signa of Applicant 6CLii-T1
Print or Type Full Name and Title
Property Owner (lithe property is not owned by the Well Owner/Applicant):
"As owner of the properly on which the injection well(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards
(15A NCAC 02C .0200)."
Deemed Peunitted GW Remediation NOI Rev. 2-17-2020 Page 4

"Owner" means any person who holds the fee or other property rights in the well being constructed. A well
is real property and its construction on land shall be deemed to vest ownership in the land owner, in the
absence of contrary agreement in writing.
Signature* of Property Owner (if different from applicant) Print or Type Full Name and Title
*An access agreement between the applicant and property owner may be submitted in lieu of a signature on this form.
Please send 1 (one) hard color copy of this NOI along with a copy on an attached CD or Flash Drive at least
two (2) weeks prior to injection to:
DWR — UIC Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone: [phone]
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DocuSign Envelope ID: D84C2A3A-002A-4417-A80E-03B7C3584ECF
NS Law File No. LD202000459
ENVIRONMENTAL RIGHT OF ENTRY AGREEMENT
ICI AMERICAS, INC. ("Licensee"), has requested that NORFOLK SOUTHERN RAILWAY
COMPANY ("Company"), a Virginia corporation, grant Licensee permission to enter upon
the property at or near 1914 North Tryon Street, County of Mecklenburg, Charlotte, NC, as
indicated on the attached map, marked as Exhibit A (hereinafter referred to as "Property")
for the purpose of installing, accessing, sampling, maintaining and removing monitoring
wells on the Property, as more particularly described in Exhibit B.
Company, in consideration of the covenants and conditions contained in this Environmental
Right of Entry Agreement ("Agreement") and insofar as its right, title and interest permits,
grants Licensee permission to enter on the said Property for the purpose stated in the
preceding paragraph, subject to the terms and conditions set forth below:
1. In consideration of Company granting its permission for the said purpose, Licensee
agrees to indemnify and hold Company and any other corporation associated,
controlled by or under common control with Company and their officers, employees
and agents, harmless from and against all costs, losses, claims, damages, or
expenses, including attorneys' fees, arising out of any loss of life or personal injury
or property loss or damage whatsoever which results from, accrues from, is
connected to or is incidental to the undertakings of Licensee hereunder, unless such
loss, injury or damage is solely caused by the negligence of Company. In addition,
Licensee agrees to indemnify and hold Company and any other corporation
associated, controlled by or under common control with Company, and their officers,
employees and agents, harmless from and against all costs, losses, claims,
damages, or expenses, including attorneys' fees, arising out of any loss of life or
personal injury or property loss or damage whatsoever in the event any well or
boring installed acts as a conduit for any contamination of any type, whether or not
such loss, injury or damage purports to be caused by the negligence of Company.
If, under the law applicable to enforcement of this Agreement, an agreement to
indemnify against the indemnified party's own negligence is invalid, then in that
event Licensee's obligation to indemnify company and any other corporation
associated, controlled by or under common control with Company and its or their
officers, employees and agents under this Section shall be reduced in proportion to
the negligence of Company, if any, that proximately contributed to such loss of life,
personal injury or property loss or damage.
2. a. All work done hereunder shall be done at Licensee's sole expense. No work
shall occur within twenty-five feet of the center line of any track; provided that
Company reserves the right to require placement of wells or borings at
distances even more than twenty-five feet from the center line of any track if
conditions dictate. No drainage condition shall be created or allowed to exist
that may be adverse to Company. Licensee's work shall not interfere with
the safe and proper support of Company's roadbed and track. All work done
hereunder shall occur only during daylight hours at the location of the entry.

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b. All work done hereunder shall be performed by Licensee with such care,
diligence and cooperation of Licensee with Company personnel as will avoid
accident, damage or harm to persons or property and delays to or
interference with operations of Company. If the work is to be performed in
the vicinity of railroad facilities, said work shall be performed in accordance
with (i) the latest American Railway Engineering and Maintenance
Association Guidelines, by reference hereby made a part hereof; and (ii) to
the entire satisfaction of Company's Division Engineer or his duly authorized
representative.
c. Licensee agrees to reimburse Company promptly, upon bill rendered, for all
expenses incurred by Company, resulting from or in connection with any
such special engineering studies, field supervision, flagging protection or
other services as Company may find necessary to perform in connection with
Licensee's proposed work.
d. To the extent any statements in the scope of work included in Exhibit B
contradict or are inconsistent with the terms of this Agreement, the terms of
this Agreement control.
e. Licensee agrees to keep a copy of this Agreement at the Property while
conducting any of the work contemplated hereunder and to make it available
upon demand by any employee or agent of Company.
3. Licensee shall provide notice to Company's Division Engineer Gregory Carlyle at
864-255-4251 and Engineer Environmental Operations Adam Motsinger at
704-578-1835 not less than seventy-two hours before Licensee proposes to enter
upon Company's property. Licensee understands that additional notice may be
required if Company is to provide, at the desired time, any flagging that Company
may deem necessary under Paragraph 2 hereof.
4. With the exception of public grade crossings, Licensee shall not cross the tracks of
Company with any vehicle unless it shall have executed such separate agreement
as shall be provided by Company.
5. It is expressly understood that Licensee intends enter the Property to take samples
or conduct work as more fully explained in Exhibit B. Any work outside the scope of
work included in Exhibit B will be subject to an amendment of this Agreement.
6. Before entering the Property, Licensee shall secure the permission of any tenant, if
any, who is in possession of the Property. Company agrees that Company will
assist Licensee in obtaining such consent from any such tenant who otherwise
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unreasonably withholds consent from Licensee following Licensee's request for such
consent.
7. a. Licensee warrants that it is analyzing for the presence of VOCs, dissolved
gases (methane, ethane, ethene and TOCs. Licensee agrees that any well
casings will either be flush with the ground or installed with a stickup cover, at
the discretion of Company's Division Engineer, and will be marked clearly
and have an appropriate locking cap (e.g., vehicular cap if cars may cross).
b. Licensee agrees to provide Company with complete copies of the results of
the analyses of any samples taken from the Property, along with maps
depicting locations of such samples, and any reports generated using such
data, as well as any notices or materials submitted to or received from any
governmental or quasi -governmental entity relating to the Property. The
foregoing sentence includes copies of any waste manifests, profiles, or
characterization, as applicable, of impacted soil and/or groundwater removed
from the Property. Licensee shall provide to Company documentation,
including without limitation location, dimensions, and GPS coordinates, of
areas of contamination of the Property and soil and/or groundwater
thereunder that is the subject of the investigation and/or cleanup addressed
by this Agreement. Licensee also agrees to advise Company of any planned
corrective action, closure of any well(s), and any regulatory closure involving
the Property. Such materials shall be provided to Company in electronic
format, addressed to Company's System Director Environmental Protection,
c/o Norfolk Southern Corporation, 1200 Peachtree Street, NE, Box 13,
Atlanta, Georgia 30309, or via email address provided by Company.
c. Except to the extent disclosure is required by court order or applicable law or
regulation, Licensee shall maintain the confidentiality of all information
pertaining to any environmental tests performed on the Property.
8. Licensee will remove from the Property all soil, fill, debris or other materials (whether
solid or liquid) removed during the activities covered by this Agreement, including
any such material that is contaminated and/or potentially contaminated. Company
assumes no responsibility for any such material and shall not be a signatory on any
waste manifests, bills of lading or other documentation concerning this material.
9. No work of any character shall be started on the Property until:
a. Certificates of Insurance, specifying that the policies are applicable to the
particular work, have been furnished to and accepted by Company as
evidence that Licensee and/or its contractor and subcontractor maintain the
following insurance coverages:
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(i)
Workers' Compensation Insurance in satisfaction of statutory
requirements of the state where the property covered by this
agreement is located. Also, Employers' Liability Insurance having
limits of not less than $500,000 each accident, $500,000 per disease -
policy limit, and $500,000 per disease - each employee.
(ii) Comprehensive General Liability Insurance having a combined single
limit of not less than $2,000,000 per occurrence for all loss, damage,
cost and expense, including attorney's fees, arising out of bodily
injury, liability and property damage liability during the policy period.
Such policy shall be endorsed to name Company as an additional
insured and shall include a severability of interests provision. In
addition, the policy shall be endorsed to reflect Contractual Liability
Insurance specifically relating to the indemnity provisions of this
agreement and any exclusion for construction or demolition activities
(including installing wells or boring holes, but not for work done by
means of a hand augur) conducted within 50 feet of railroad tracks
shall be deleted from Licensee's policy.
(iii) In the event Licensee cannot obtain contractual liability insurance to
cover the obligations assumed under this Agreement, Licensee or its
contractor shall procure and furnish to Company either:
A. a risk financing fee of $1,900.00 (herein called the "Risk
Financing Fee"), in exchange for which Company will include
the project under Company's Master Railroad Protective
Liability Insurance Policy; or
B. a Railroad Protective Liability Insurance Policy having a
combined single limit of $2,000,000 per occurrence and
$6,000,000 in the aggregate applying separately to each
annual period. Said policy shall provide coverage for all loss,
damage, or expense arising from bodily injury and property
damage liability, and physical damage to property attributed to
acts or omissions at the job site. Said policy shall name
Company as the named insured and the policy shall be
underwritten on Insurance Services Offices Form No. CG 00
35 10 01 or its equivalent.
(iv) Automobile Liability Insurance having a combined single limit of not
less than $1 million per occurrence. Said policy shall name Company
as an additional insured and shall include a severability of interests
provision.
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NS Law File No. LD202000459
b. Company has advised Licensee that limits, form, and substance of insurance
policies and certificates of insurance are satisfactory to Company. The
original Railroad Protective Liability Insurance Policy if applicable and
certificate of liability insurance should be forwarded to Risk Manager, Norfolk
Southern Corporation, Three Commercial Place, Norfolk, Virginia, 23510.
The furnishing by Licensee of such insurance and the acceptance of the
same by Company is not intended to and shall not reduce, limit, affect, or
modify the primary obligations and liabilities of Licensee under the other
provisions of this agreement.
c. Authorized representatives of Licensee have met with Company's Division
Engineer or his representative and also with a representative of Company's
Environmental Operations Department to receive any instructions Company
may have concerning Licensee's activities on the Property. Licensee agrees
to follow, at its expense, all such instructions, and in such manner as is
satisfactory to Company.
10. All insurance described in Paragraph 9 shall be maintained until all work
contemplated hereunder has been satisfactorily completed. Insurance companies
may cancel or make significant changes in the insurance by permission of Licensee
and Company, or upon giving thirty days' written notice to Licensee and Company of
their intent to do so.
11. Licensee or its contractor shall secure, at its or their own expense, any permits or
licenses required by federal, state, or local laws or ordinances and shall comply with
all applicable laws, including without limitation any laws, regulations, standards, and
permit requirements relating to environmental pollution or contamination or to
occupational health and safety. Licensee shall indemnify and hold harmless
Company from and against any and all claims arising out of or connected with the
violation by Licensee of any law, standard, regulation, or permit requirement.
12. Within 30 days of termination of this Agreement or completion of any groundwater
sampling project, whichever first occurs, Licensee agrees to remove any well(s) in
accordance with state procedures and provide Company evidence of such removal.
Removal procedures shall include pulling or reaming the well casing(s) and grouting
the hole(s) to ground surface in accordance with U.S. Environmental Protection
Agency and state standards and/or guidelines, including at a minimum grouting from
the bottom of the borehole/well to the surface. Within 30 days of termination of this
Agreement, Licensee also agrees to restore the Property and shall leave it free of
debris and holes in the ground and in such condition as is satisfactory to Company.
13. If any mechanics' or materialmen's liens, or similar lien, is asserted against the
Property, or any other property of Company, as a result of the exercise of any
license herein granted, Licensee shall immediately satisfy, defend, or obtain the
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release of such lien, all at Licensee's expense, and Licensee shall indemnify and
hold harmless Company from and against any claims arising out of or connected
with such lien.
14. Licensee recognizes and assumes all responsibility for all present and future
environmental obligations imposed under applicable environmental laws, regulations
or other such requirements ("Environmental Laws") relating to any contamination of
the Property or groundwater thereunder that is the subject of the investigation and/or
cleanup addressed by this Agreement, or for which Licensee is otherwise
responsible under Environmental Laws, and releases Company from any such
responsibility or liability. Licensee further agrees to undertake at its sole expense
any cleanup of any contamination of the Property and groundwater thereunder that
is the subject of the investigation and/or cleanup addressed by this Agreement, or
for which Licensee is otherwise responsible under Environmental Laws, and
releases Company from any such liability.
15. Licensee agrees to waive any and all statutes of limitations applicable to any
controversy or dispute arising out of Paragraph 14, and Licensee further agrees that
it will not raise or plead a statute of limitations defense against Company in any
action arising out of Licensee's failure to comply with Paragraph 14.
16. This Agreement (a) shall not be assigned or transferred without written approval of
the Company and (b) may be terminated at will by the Company or Licensee on five
days' written notice to the other party and shall terminate automatically one (1) year
from the date of this agreement; provided, however, that termination shall not relieve
Licensee or its contractors of any obligation or liability incurred prior to such
termination and shall not relieve Licensee of any obligation to remove any and all
wells and other property of Licensee from the Property and leave the Property in a
condition satisfactory to Company.
17. As used herein, the term Licensee shall be deemed to include Licensee and its
agents and contractors.
18. If there is a conflict between the terms of another contract and this Agreement
concerning this property, Licensee and Company agree that the terms of this
Agreement shall control.
19. The provisions of Paragraphs 1, 11, 12, 13, 14, and 15 shall survive the expiration
or earlier termination of this Agreement.
20. If any of the foregoing provisions is held for any reason to be unlawful or
unenforceable, the parties intend that only the specific words found to be unlawful or
unenforceable are severed and deleted from this agreement and that the balance of
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the agreement remain a binding enforceable agreement to the fullest extent
permitted by law.
Each of the parties therefore has caused this Agreement to be executed by its duly
authorized representative.
NORFOLK SOUTHERN RAILWAY
COMPANY
pDocuSigned by:
Signature: 6itd,t, s-046,
-2B4E0C46A062480...
Name: Kathleen Smith
vice President Business Development and Real
Title:
Date:
2/15/2021
ICI AMERICAS. INC.
Signature:
Name: � S W � mil
Estate Ttle: �.!. Lg6ekt
Date: *.I 12lat
7
Signature:
Name: OK N4i5
Title: vV eut.
Date: Z (�12p Zl

DocuSign Envelope ID: D84C2A3A-002A-4417-A80E-03B7C3584ECF
NS Law File No. LD202000459
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DocuSign Envelope ID: D84C2A3A-002A-4417-A80E-03B7C3584ECF
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GRAPHIC SCALE
i
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FORMER CHARLOTTE OPERATIONS FACILITY
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CHARLOTTE, NORTH CAROLINA
SITE LOCATION MAP
ARC4DIS
GUTS
1

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Isa
SCALE
GROUNDWATER AND SURFACE WATER
MONITORING NETWORK MAP
SEPTEMBER 2020
ARCADIS 12

FIGURES

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2,000' 4,000'
GRAPHIC SCALE
AREA LOCATION
SOURCE: US TOPO - CHARLOTTE EAST (2013),
NORTH CAROLINA. 7.5 MINUTE SERIES.
CONTOUR INTERVAL: 10 FEET.
NORTH CAROLINA
/A/. '— J,
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TYRON STREET
CHARLOTTE, NORTH CAROLINA
SITE LOCATION MAP
PARCADIS
FIGURE
1

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1-STORY
BRICK
BUILDING
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
TRASH
DUMPSTER
x
x\k
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE
\\ _ STORAGE
FORMER
TRUCK
LOADING
AREA
FORMER FILTER
BED AREA FORMER TCE-
ABOVE GROUND
TANK
U ®6
(DESTROYED)
/ \
.—ASP HALT & GRAVEL•/
/4
//6OG
//
ST-11
/
// o
/ MW-1
F\x\
LAMMABLE
STORAGE
PILL CONT
ITCH
,/,.
/
/
j NORFOLK SOUTHERN
RAILROAD PROPERTY
//
// ASPHALT
/
/
/
/
/
/
/ G
®OW-
W
/ e
60�
/
/
Gy\ / //
W-1Dd W-1Ps /
FORMER
UST AREA
UW-4P
PP
ST-6
ST-8 (APPROX. 35'
NORTHEAST)
ST-9
/oi ST-7
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
UW-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds• BEDROCK MONITORING WELLS
ST-1 UN STORM DRAIN GRATE AND DESIGNATION
— UNDERGROUND STORM DRAIN LINE
FENCE
RAILROAD
CURB
PAVEMENT OUTLINE
OTANK
CONCRETE
m PROPOSED LOCATION OF NEW
INJECTION WELLS
NOTES:
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
0
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
GROUNDWATER AND SURFACE WATER
MONITORING NETWORK MAP
SEPTEMBER 2020
ARCADIS FIGURE

PLOTTED: 10/20/2020 8:32
SEP20-F3_GWE JUL20 SAVED: 10/14/2020 7:30 AM PAGESETUP: - PLOTSTYL
wz5%
sT�
Pr
1-STORY
BRICK
BUILDING
/
/
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
1.
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
o� m
\ � TRASH
DUMPSTER
FORMER FILTER
BED AREA
FORMER TCE_
ABOVE GROUND
TANK
ST-11
+\k
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE
STORAGE
FORMER
TRUCK
LOADING
AREA
ST-2'ti' /
UW-5 O>
® (NMl /
(700. • 0
69)UW-1"
8.59 W-1Dd
(• 97.6 /698.38)
IK ST-
// \\
//
®
MW-30 // MW-4
(697.38)<(696.17
CO//
ASPHALT & GRL_„./
MW-1
(696.25
UW-4P
_ .21696.76
FORMER
UST AREA
FLAMMABLE
STORAGE
MW-2
(696.50)
oP
ILL CONT
TCH
/'',
j NORFOLK SOUTHERN
RAILROAD PROPERTY
//
‘//} ASPHALT
/
co
co
S -4
NM)
k\+
ST-6
44
ST-8 (APPROX. 35'
NORTHEAST)
ST-9 /
SST-7
ST-8
LEGEND:
SB-150 EXISTING PIEZOMETER
UW-1 EF SHALLOW MONITORING WELL
UW-1P G PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds • BEDROCK MONITORING WELLS
ST-1
■■■■
IONE
STORM DRAIN GRATE AND DESIGNATION
UNDERGROUND STORM DRAIN LINE
FENCE
695 GROUNDWATER ELEVATION CONTOUR LINE
(dashed where inferred)
(694.47) GROUNDWATER ELEVATION (FEET AMSL)
(* indicates anomalous data, not used for contouring)
411, GROUNDWATER FLOW DIRECTION
(NM) NOT MEASURED
m PROPOSED LOCATION OF NEW
INJECTION WELLS
NOTES:
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. * INDICATES ANOMALOUS ELEVATION, NOT USED IN
CONTOURING.
0
L
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
SHALLOW POTENTIOMETRIC SURFACE MAP
SEPTEMBER 2020
ARCADIS FIGURE

PLOTSTYLETABLE: ---- PLOTTED: 10/20/2020
UW-1
DATE
8/15/2018
7/23/2019
9/1/2020
1,1-Dichloroethene
<2
<1
<1
cis-1,2-Dichloroethene
290
128
89.5
trans-1,2-Dichloroethene
52.3
18.8
10.4
Methylene chloride (Dichloromethane)
16.4
<5
<5
MTBE
<2
<1
<1
Tetrachloroethene (PCE)
<2
<1
<1
Trichloroethene (TCE)
85.4
71.7
64.8
Trichlorofluoromethone
<2
0 57J
<1
Vinyl chloride
1.6J
<1
<1
G-2
UW-1P
DATE
8/15/2018
7/23/2019
9/1/2020
1,1-Dichloroethene
<25 [<25]
<25 [<25]
<25 [<20]
cis-1,2-Dichloroethene
1150 [1110]
1350 [1360]
1590 [1500]
trans-1,2-Dichloroethene
19.7J [22.4J]
37.0 [37.5]
18.7J [16.3J]
Methylene chloride (Dichloromethane)
183 [<50]
<125 [<125]
<125 [<100]
MTBE
<25 [<25]
<25 [<25]
<25 [<20]
Tetrachloroethene (PCE)
294 [287]
306 [308]
363 [160]
Trichloroethene (TCE)
2650 [2570]
2660 [2750]
3440 [2550]
Trichlorofluoromethone
5.4J [5.2J]
<25 [<25]
<25 [<20]
Vinyl chloride
<25 [<25]
29.1 [33.1]
32.2 [28.5]
1<P
MW-4
DATE
8/16/2018
7/24/2019
9/1/2020
1,1-Dichloroethene
<2.5
<2.5
<2
cis-1,2-Dichloroethene
142
52.0
93.7
trans-1,2-Dichloroethene
<2.5
<1
<2
Methylene chloride (Dichloromethane)
<5
<5
<10
MTBE
<2.5
<2.5
<2
Tetrachloroethene (PCE)
55.6
15.2
38.3
Trichloroethene (TCE)
297
68.1
239
Trichlorofluoromethone
0.63J
<1
<2
Vinyl chloride
<2.5
<1
<2
/
MW-3
DATE
8/16/2018
8/1/2019
9/1/2020
1,1-Dichloroethene
<1
<1
cis-1,2-Dichloroethene
15.8
5.5
3
trans-1,2-Dichloroethene
<1
<1
<1
Methylene chloride (Dichloromethane)
<2
<5
<5
MTBE
<1
<1
<1
Tetrachloroethene (PCE)
<1
<1
<1
Trichloroethene (TCE)
39.3
5.5
7.9
Trichlorofluoromethone
<1
<1
<1
Vinyl chloride
<1
<1
<1
1-STORY
BRICK
UW-6
DATE
8/9/2017
8/15/2018
7/24/2019
1,1-Dichloroethene
<1
<1
<1
cis-1,2-Dichloroethene
<1
0.28J
<1
trans-1,2-Dichloroethene
<1
<1
<1
Methylene chloride (Dichloromethane)
<2
<2
<5
MTBE
<1
<1
<1
Tetrachloroethene (PCE)
<1
<1
<1
Trichloroethene (TCE)
<1
<1
<1
Trichlorofluoromethone
<1
<1
<1
Vinyl chloride
<1
<1
<1
/ 1<
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
RASH
MPSTER
FORMER FILTER
BED AREA FORMER TCE
ABOVE GROUND
TANK
GRASS
(DESTROYED)
ST-
UW-1Ds
DATE
8/15/2018
7/24/2019
9/2/2020
1,1-Dichloroethene
32.4
27.1
9
cis-1,2-Dichloroethene
1340
666
351
trans-1,2-Dichloroethene
7.7J
3.8J
<5
Methylene chloride (Dichloromethane)
24.1
<50
<25
MTBE
<10
<10
<5
Tetrachloroethene (PCE)
361
194
84.9
Trichloroethene (TCE)
2000
869
564
Trichlorofluoromethone
13
11.7
3.2J
Vinyl chloride
26.5
15.5
5.6
\k
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE
STORAGE
FORMER
TRUCK
LOADING
AREA
ASPHALT & GRAVEL
V/ ST-10
FLAMMABLE
STORAGE
SPILL CONT
ITCH
/
/
/
/
/
/
/
®UW-
60 /
/
9.o
W-1198 W-17s//
FORM
UST AREA
UW-4P
UW-4P
DATE
8/16/2018
7/23/2019
9/2/2020
1,1-Dichloroethene
<1
<1
<1
cis-1,2-Dichloroethene
1.4
3.8
<1
trans-1,2-Dichloroethene
<1
<1
<1
Methylene chloride (Dichloromethane)
<2
<5
<5
MTBE
<1
<1
<1
Tetrachloroethene (PCE)
4.0
14.2
2.3
Trichloroethene (TCE)
20.5
36.6
4.9
Trichlorofl uoromethone
<1
0.72J
<1
Vinyl chloride
<1
<1
<1
UW-1Dd
DATE
8/15/2018
7/24/2019
9/1/2020
1,1-Dichloroethene
26.7
59.7
64.4
cis-1,2-Dichloroethene
463
979
1380
trans-1,2-Dichloroethene
3.6
8.6
8.2J
Methylene chloride (Dichloromethane)
15.7
<25
<50
MTBE
<2.5
<5
<10
Tetrachloroethene (PCE)
49.7
133
263
Trichloroethene (TCE)
414
793
1170
Trichlorofl uoromethone
6.5
14.3
15.7
Vinyl chloride
3
7.0
19.7
\ �2 CMp
NORFOLK SOUTHERN
RAILROAD PROPERTY
ASPHALT
/
/
ST-6
/
ST-8 (APPROX. 35'
NORTHEAST)
ST-9
ST-7
ST-8
UW-3P
DATE
8/16/2018
7/26/2019
9/1/2020
1,1-Dichloroethene
<1
<1
<1
cis-1,2-Dichloroethene
2.5
<1
0.62J
trans-1,2-Dichloroethene
<1
<1
<1
Methylene chloride (Dichloromethane)
<2
<5
<5
MTBE
<1
<1
<1
Tetrachloroethene (PCE)
0.62J
<1
<1
Trichloroethene (ICE)
13.8
<1
2.5
Trichlorofluoromethone
<1
<1
<1
Vinyl chloride
<1
<1
<1
MW-1
DATE
8/15/2018
7/24/2019
9/1/2020
1,1-Dichloroethene
<1
<1
<1
cis-1,2-Dichloroethene
1.3
1.3
0.86J
trans-1,2-Dichloroethene
<1
<1
<1
Methylene chloride (Dichloromethane)
<2
<5
<5
MTBE
<1
<1
<1
Tetrachloroethene (PCE)
1.9
2.1
1.1
Trichloroethene (TCE)
11.6
11. 1
5.6
Trichlorofluoromethone
<1
<1
<1
Vinyl chloride
<1
<1
<1
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds• BEDROCK MONITORING WELLS
ST-1 UN STORM DRAIN GRATE AND DESIGNATION
UNDERGROUND STORM DRAIN LINE
FENCE
PROPOSED LOCATION OF NEW
INJECTION WELLS
STANDARDS
VOCs
15 NCAC 2L Standards
Groundwater GCLs
1,1-Dichloroethene
7
7,000
cis-1,2-Dich
70
70,000
trans-1,2-Dichloroethene
100
100,000
Methylene chloride (Dichloromethane)
MTBE
5
20
5,000
20,000
Tetrachloroethene (PCE)
Trichloroethene (TCE)
Trichlorofluoromethone
0.7
3
2,000
700
3000
2,000,000
Vinyl chloride
NOTES:
0.03
30
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. ALL CONCENTRATIONS SHOWN IN MICROGRAMS PER LITER
(ug/L).
4. SHADED RESULTS EXCEED 15 NCAC 2L GROUNDWATER
STANDARDS.
5. BOLD RESULTS EXCEED GROUNDWATER GROSS
CONTAMINANT LEVEL (GCL).
6. "NA" INDICATES DATA NOT AVAILABLE.
0
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
VOLATILE ORGANIC COMPOUNDS
DETECTED IN GROUNDWATER
SEPTEMBER 2020
ARCADISFIGURE
a

PLOTTED: 10/20/2020
0
0
0
0
SAVED: 10/14/2020 7:30 AM PAGESETUP:
/
/
1-STORY
BRICK
BUILDING
/
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
TRASH
DUMPSTER
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE
STORAGE
FORMER
TRUCK
RTb� S LOADING
AREA
FORMER FILTER
BED AREA FORMER TCE_
ABOVE GROUND
TANK
(DESTROYED)
ST-11
ASPHALT & GRAVEL
A ,(<1)
ST-1O
SPILL CONT
BITCH
2'
W-1Dd w—i7s//
FORMER
UST AREA
UW-4P
C
FLAMMABLE
STORAGE
MW®
(Ns
8
/ \+'''',.
/ ++ \ '' ,M,o
/LROLD SOUTHERN
RAAILROAD PROPERTY \
/ ST-9
ASPHALT / �%
/
ST-6
ST-8 (APPROX. 35'
NORTHEAST)
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
U W-1 Dd/UW-1 Ds • BEDROCK MONITORING WELLS
ST-1 UN STORM DRAIN GRATE AND DESIGNATION
— UNDERGROUND STORM DRAIN LINE
FENCE
700
0.7 — —
NOTES:
GROSS CONTAMINANT LEVEL (GCL)
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
NCAC 2L DRINKING WATER STANDARD
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
(I 5.2) PCE CONCENTRATION IN GROUNDWATER (ug/L)
m PROPOSED LOCATION OF NEW
INJECTION WELLS
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. PCE = TETRACHLOROETHENE.
4. ALL CONCENTRATIONS SHOWN IN MICROGRAMS
PER LITER (ug/L).
5. THE 15 NCAC 2L GROUNDWATER STANDARD FOR
PCE 0.7 ug/L.
6. "NS" INDICATES NOT SAMPLED.
0
80'
160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
PCE ISOCONCENTRATION MAP
FOR SHALLOW GROUNDWATER
SEPTEMBER 2020
ARCADISFIGURE
s

PLOTSTYLETABLE: ---- PLOTTED: 10/2/2020
SAVED: 10/2/2020 7:39 AM PAGESETUP:
/
/
1-STORY
BRICK
BUILDING
o�
/
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
TRASH
DUMPSTER
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE
STORAGE
FORMER
TRUCK
RTb� S LOADING
AREA
FORMER FILTER
BED AREA FORMER TCE_
ABOVE GROUND
TANK
(DESTROYED)
ST-11
0
/ST-2
uw-5
ED(NS)
ASPHALT & GRAVEL
y/ ST-1O
�<1)
UW-1 5.
SPILL CONT
BITCH
xo
W-1Dd w-i7s//
FORMER
UST AREA
UW-4P
C
FLAMMABLE
STORAGE
MW-2
(Ns
8
/ \+'''',.
/ ++ \ '' ,M,o
/LROLD SOUTHERN
RAAILROAD PROPERTY \
/ ST-9
ASPHALT / �%
/
ST-6
ST-8 (APPROX. 35'
NORTHEAST)
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
U W-1 Dd/UW-1 Ds • BEDROCK MONITORING WELLS
ST-1 UN STORM DRAIN GRATE AND DESIGNATION
- UNDERGROUND STORM DRAIN LINE
FENCE
700
0.7 — —
NOTES:
GROSS CONTAMINANT LEVEL (GCL)
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
NCAC 2L DRINKING WATER STANDARD
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
(I 5.2) PCE CONCENTRATION IN GROUNDWATER (ug/L)
m PROPOSED LOCATION OF NEW
INJECTION WELLS
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. PCE = TETRACHLOROETHENE.
4. ALL CONCENTRATIONS SHOWN IN MICROGRAMS
PER LITER (ug/L).
5. THE 15 NCAC 2L GROUNDWATER STANDARD FOR
PCE 0.7 ug/L.
6. "NS" INDICATES NOT SAMPLED.
0
80'
160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
PCE ISOCONCENTRATION MAP
FOR SHALLOW GROUNDWATER
SEPTEMBER 2020
ARCADISFIGURE
s

/
1-STORY
BRICK
BUILDING
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
TRASH
DUMPSTER
FORMER FILTER
BED AREA FORMER TCE
ABOVE GROUND
TANK
(DESTROYED)
ASPHALT & GRAVEL
/4�
///3 //
G
ST-11
-V/ ST-10
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE
FLAMMABLE
STORAGE
SPILL CONT
BITCH
NORFOLK SOUTHERN
RAILROAD PROPERTY
ASPHALT
/
ST-6
/
ST-8 (APPROX. 35'
NORTHEAST)
ST-9
ST-7
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds• BEDROCK MONITORING WELLS
ST-1 UN STORM DRAIN GRATE AND DESIGNATION
- UNDERGROUND STORM DRAIN LINE
FENCE
700
0.7 - -
NOTES:
GROSS CONTAMINANT LEVEL (GCL)
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
NCAC 2L DRINKING WATER STANDARD
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
(306) PCE CONCENTRATION IN GROUNDWATER (ug/L)
m PROPOSED LOCATION OF NEW
INJECTION WELLS
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. PCE = TETRACHLOROETHENE.
4. ALL CONCENTRATIONS SHOWN IN MICROGRAMS
PER LITER (ug/L).
5. THE 15 NCAC 2L GROUNDWATER STANDARD FOR
PCE 0.7 ug/L.
6. "NS" INDICATES NOT SAMPLED.
0
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
PCE ISOCONCENTRATION MAP
FOR PWR/BEDROCK GROUNDWATER
SEPTEMBER 2020
ARCADISFIGURE
s

PLOTTED: 10/2/2020
SEP2O-F7_SGW TCE SEP20 SAVED: 10/2/2020 7:41 AM PAGESETUP: ---- PLOTSTYLE
/
/
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
FORMER FILTER
BED AREA
(DESTROYED)
1-STORY
BRICK
BUILDING
TRASH
DUMPSTER
FORMER
TRUCK
LOADING
AREA
oST-2
l
FORMER TCEY
ABOVE GROUND
TANK
t7�
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE ,0)
STORAGE
m 'uw (764.i t/
o8) s
W-1 Dd
ASPHALT & GRAVEL/
/4,
//6pG
//
ST-11
y/ ST-1O
MW-2
(NS.
NORFOLK SOUTHERN
RAILROAD PROPERTY
ASPHALT
/
/
ST-6
/
/
k\k
FLAMMABLE
STORAGE
SPILL CONT
BITCH
(NS)
j W ®U-
w
SIZ
/ / /
W-1 1/
s
CUW-4P
ST-8 (APPROX. 35'
NORTHEAST)
ST-9
ST-7
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds• BEDROCK MONITORING WELLS
STORM DRAIN GRATE AND DESIGNATION
UNDERGROUND STORM DRAIN LINE
FENCE
ST-1
3,000
3
O•NI
MINN
NOTES:
GROSS CONTAMINANT LEVEL (GCL)
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
NCAC 2L DRINKING WATER STANDARD
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
TCE CONCENTRATION IN GROUNDWATER (ug/L)
PROPOSED LOCATION OF NEW
INJECTION WELLS
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. TCE = TRICHLOROETHENE.
4. ALL CONCENTRATIONS SHOWN IN MICROGRAMS
PER LITER (ug/L).
5. THE 15 NCAC 2L GROUNDWATER STANDARD FOR
TCE 3 ug/L.
6. "NS" INDICATES NOT SAMPLED.
0
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
TCE ISOCONCENTRATION MAP
FOR SHALLOW GROUNDWATER
SEPTEMBER 2020
ARCADISFIGURE

J
H
0
a
SEP2O-F8_PWRGW TCE SEP20 SAVED: 10/2/2020 7:42 AM PAGESETU
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
/
TRASH
DUMPSTER
FORMER FILTER
BED AREA FORMER TCE
ABOVE GROUND
TANK
(DESTROYED)
1-STORY
BRICK
BUILDING
FORMER
TRUCK
LOADING
AREA
ST-2 4. /
uw-5
®
ASPHALT & GRAVEL
//4Q�
////3G
/
ST-11
$// ST-1O
GRAVEL
TRUCK
UNLOAD AREA
MAINTENANCE ,0)
STORAGE
uwio /
(3,4401
uw-1
•w-1Dd / s// /
(1,170/564)
.§\,/ //(ST-3
k\k
FLAMMABLE
STORAGE
//
MW-3® // MW-4
/
FORMER
UST AREA '
SPILL CONT
BITCH
NORFOLK SOUTHERN
RAILROAD PROPERTY
ASPHALT
/
/
ST-6
/
ST-8 (APPROX. 35'
NORTHEAST)
ST-9
ST-7
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds• BEDROCK MONITORING WELLS
STORM DRAIN GRATE AND DESIGNATION
UNDERGROUND STORM DRAIN LINE
FENCE
ST-1
O•NI
MINN
3,000 GROSS CONTAMINANT LEVEL (GCL)
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
3
NOTES:
NCAC 2L DRINKING WATER STANDARD
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
(36.6) TCE CONCENTRATION IN GROUNDWATER (ug/L)
(I) PROPOSED LOCATION OF NEW
INJECTION WELLS
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. TCE = TRICHLOROETHENE.
4. ALL CONCENTRATIONS SHOWN IN MICROGRAMS
PER LITER (ug/L).
5. THE 15 NCAC 2L GROUNDWATER STANDARD FOR
TCE 3 ug/L.
6. "NS" INDICATES NOT SAMPLED.
0
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
TCE ISOCONCENTRATION MAP
FOR PWR/BEDROCK GROUNDWATER
SEPTEMBER 2020
ARCADISFIGURE
s

F9 SGW 12-DCE SEP20 SAVED: 10/2/2020 7:43 AM PAGESETUP: - PLOTSTYLETABLE: - PLOTTE
/
/
1-STORY
BRICK
BUILDING
/
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
GRAVEL
TRUCK
UNLOAD AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
TRASH
DUMPSTER
MAINTENANCE \/,?
J STORAGE
FORMER
TRUCK
LOADING
AREA
FORMER FILTER
BED AREA FORMER TCE
ABOVE GROUND
TANK
(DESTROYED)
ST-11
V
IST-2��.��
uw-5 (N(9.4
ASPHALT & GRAVEL
ST-1O
FLAMMABLE
STORAGE
MW-2
(NS:
SPILL CONT
BITCH
/
/
/ +\+ \ v-' ,o
NORFOLK SOUTHERN
RAILROAD PROPERTY
/
/
ST-6
/
UW-4P
C
ST-8 (APPROX. 35'
NORTHEAST)
ST-9
ST-7
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds• BEDROCK MONITORING WELLS
ST-1 19:: STORM DRAIN GRATE AND DESIGNATION
- UNDERGROUND STORM DRAIN LINE
FENCE
70,000
70
NOTES:
GROSS CONTAMINANT LEVEL (GCL)
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
NCAC 2L DRINKING WATER STANDARD
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
(128) CIS-1,2-DCE CONCENTRATION IN
GROUNDWATER (ug/L)
PROPOSED LOCATION OF NEW
INJECTION WELLS
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. CIS-1,2-DCE = CIS-1,2-DICHLOROETHENE.
4. ALL CONCENTRATIONS SHOWN IN MICROGRAMS
PER LITER (ug/L).
5. THE 15 NCAC 2L GROUNDWATER STANDARD FOR
CIS-1,2-DCE 70 ug/L.
6. "NS" INDICATES NOT SAMPLED.
0
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
CIS-1,2-DCE ISOCONCENTRATION MAP
FOR SHALLOW GROUNDWATER
SEPTEMBER 2020
ARCADISFIGURE
s

SEP20-F10 PWRGW 12-DCE SEP20 SAVED: 10/2/20207:44 AM PAGESETUP:
/
/
1-STORY
BRICK
BUILDING
/
FIRE
WATER
SUPPLY
ASPHALT
DRIVE &
PARKING
AREA
GRAVEL
TRUCK
UNLOAD AREA
FORMER CHARLOTTE OPERATIONS
FACILITY PLANT BUILDING
TRASH
DUMPSTER
MAINTENANCE \/,?
J STORAGE
FORMER
TRUCK
LOADING
AREA
FORMER FILTER
BED AREA FORMER TCE
ABOVE GROUND
TANK
(DESTROYED)
ST-11
ASPHALT & GRAVEL
y/ ST-1O
FORMER
UST AREA
UW-4P
(<1)
FLAMMABLE
STORAGE
SPILL CONT
BITCH
// / (\
‘// ASPHALT
/
/
/ +\+ \ -',M,o
/
/
/
/
/
/ (0-62J)Q®uw
UW
/ e
60�
s
/
/
5o
5P
e9
NORFOLK SOUTHERN
RAILROAD PROPERTY
/
/
ST-6
/
ST-8 (APPROX. 35'
NORTHEAST)
ST-9
ST-7
ST-8
LEGEND:
SB-15 O EXISTING PIEZOMETER
uw-1 ® SHALLOW MONITORING WELL
UW-1P C PARTIALLY WEATHERED BEDROCK
MONITORING WELL
UW-1Dd/UW-1Ds• BEDROCK MONITORING WELLS
ST-1 19:: STORM DRAIN GRATE AND DESIGNATION
UNDERGROUND STORM DRAIN LINE
FENCE
70,000
GROSS CONTAMINANT LEVEL (GCL)
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
70 NCAC 2L DRINKING WATER STANDARD
ISOCONCENTRATION CONTOUR LINE
(DASHED WHERE INFERRED)
,350) CIS-1,2-DCE CONCENTRATION IN
GROUNDWATER (ug/L)
m PROPOSED LOCATION OF NEW
INJECTION WELLS
NOTES:
1. BASE MAP INFORMATION TAKEN FROM PLANT LAYOUT &
GENERAL ARRANGEMENT PLAN BY CHARETTE ARCHITECT,
ENGINEERS & PLANNERS, PLLC. (DWG# 81030010, DATED
8-27-99 DRAWN AT A SCALE OF 1/16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY TAYLOR
WISEMAN & TAYLOR, FIGURE 1 DRAWN AT A SCALE OF
1"=50', DATED 12/18/02, AND AS UPDATED ON 4/16/03,
8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4 WERE
INSTALLED BY OTHERS.
3. CIS-1,2-DCE = CIS-1,2-DICHLOROETHENE.
4. ALL CONCENTRATIONS SHOWN IN MICROGRAMS
PER LITER (ug/L).
5. THE 15 NCAC 2L GROUNDWATER STANDARD FOR
CIS-1,2-DCE 70 ug/L.
6. "NS" INDICATES NOT SAMPLED.
0
80' 160'
GRAPHIC SCALE
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
CIS-1,2-DCE ISOCONCENTRATION MAP
FOR PWR/BEDROCK GROUNDWATER
SEPTEMBER 2020
PARCADIS :IGo

SEP20-F11 TYP INJECTION DET SAVED: 10/2/2020 7:45 AM PAGESETUP: - PLOTSTYLETABLE:
12" STEEL WELL VAULT r 4" WELL SEAL
2' x 2' CONCRETE WELL PAD
EXISTING GRADE
2 INCH DIAMETER, THREADED SCHEDULE 80 PVC CASING
MINIMUM 6-INCH DIAMETER DRILLED HOLE
CEMENT GROUT (PORTLAND TYPE I/II)
1' OF FINE CHOKER SAND
NO. 1 SAND UP TO 2 FEET ABOVE THE SCREEN
2 INCH DIAMETER, THREADED STAINLESS STEEL
SCREEN W/0.020-INCH SLOTS, 10-FT.LENGTH
(50-60 FT. BGS)
4-INCH DIAMETER, THREADED STAINLESS STEEL
SUMP W/CAPPED BOTTOM
T.D. = 60.0 ft
INJECTION WELL CONSTRUCTION DETAILS
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
TYPICAL INJECTION WELL CONSTRUCTION
DETAILS
ARCADIS i

w
0
a
SEP2O-F12_PROCESS FLOW DIA SAVED: 10/2/2020 7:44 AM PAGESETUP:
POTABLE WATER
FRAC TANK
21,000-GALLON
FRAC TANK OR POTABLE
WATER CONNECTION.
BALL
VALVE
BOOSTER PUMP
BALL
VALVE
DOSING PUMP
H—
INJECT/MIXING TANK
500-GALLON
WITH BOOSTER PUMP FOR
MIXING/INJECTION.
BALL
VALVE
GATE
VALVE
INJECTION SETUP:
1. (2) 1/2" GATE VALVES.
2. (1) 1" GATE VALVE.
3. (1) 1" BALL VALVE.
4. 1/2" DIA. TUBING (100 FT.)
GATE
VALVE
VALVE
FM
FM
GATE
VALVE
WATER QUALITY METER
YSI WITH 100' CORD
FM
UW-1P
(SCREENED
43'-53')
AIR VENT
j
AIR VENT
PI
AIR VENT
INJECTION INJECTION INJECTION
WELL WELL WELL
(SCREENED (SCREENED (SCREENED
50'-60') 50.-60') 50'-60')
INJECTION WELL SETUP:
1. 4" DIA. SPLIT TOP WELL SEAL.
2. 1/2" AIR VENT VALVE.
3. 0-15 PSI PRESSURE GAUGE.
FORMER CHARLOTTE OPERATIONS FACILITY
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
PROCESS FLOW DIAGRAM
PARCADIS �z

ATTACHMENT 1
Historical Cross -Sections

ST-9
N
ST-6
ST-8 (APPROX. 35'
NORTHEAST)
ASPHALT
NORFOLK SOUTHERN
RAILROAD PROPERTY
L.
ST-4
SB-15
SB-14
UW-3
'1/4"-- ASPHALT do GRAVEL
FIRE
WATER
SUPPLY_I
X: 18902XGO.DWG, XOI.DWG
L: OFF- REFF
P: PAGESET/SYR—BL
10/19/05 SYR-85—NES DMW LJP (CAR-85—LEE)
R: \CURRENT\0THER\1B902D10\GMRACAP\18902B03.DWG
SPILL CONTROL
DITCH
'FLAMMABLE
STORAGE
lGRAVEL
0
GATE
TRUCK
UNLOAD AREA
5B-13
uw-2
SB-16
Illldlllllllllll;llIIIEIIII011110111111111
RAIL CAR LOADING
IlVlllllllllilllilllli01101B1111:
RAILROAD DOCK W/OH CANOPY
NORFOLK SOUTHERN RAIL YARD
RAILROAD
x — x -- x
SB-3
UNIOEMA PLANT BUILDING
MAINTENANCE
STORAGE
C(BAY DOOR)
FFE=715.14'
TRUCK
LOADIN
FORKLIFT RAMP
1—STORY
BRICK
BUILDING
II II I I.
5 5i-11
Ir
1
u w-1 P
RETE LINED
LL POND
—5
x
NORTH TRYON STREET
BG-2
®MW-2
W-3
W—lOs
FORMER
UST AREA
ASPHALT do GRAVEL
RAILROAD SPILL PAN
x x xxxx
SB-10
SB-6
FORMER TCE
ABOVE GROUND
TANK GRASS
SB-9
FORMER FILTER
BED AREA
ASPHALT PARKING AREA
UW-4P
1
II; ST-10
- 60.CMA
T=
ST-11 .- .I
1—STORY
BRICK
BUILDING
LEGEND:
S8-150 EXISTING PIEZOMETER
ABANDONED TEMPORARY MONITORING WELL, WELL
SB-1 O CLUSTER, AND/OR SOIL BORING LOCATION
(DECEMBER 20, 2002 AND AUGUST 11, 2003)
SB-13
Uw-1
UW-1P Q
UW-1Dd/UW-1Ds •
ST-1 L 1-1-
x
0
A
SOIL BORING
SHALLOW MONITORING WELL
PARTIALLY WEATHERED BEDROCK MONITORING
WELL
BEDROCK MONITORING WELLS
STORM DRAIN GRATE AND DESIGNATION
UNDERGROUND STORM DRAIN LINE
FENCE/FACILITY BOUNDARY
RAILROAD
BUILDING OUTLINE
CURB
PAVEMENT OUTLINE
TANK
CONCRETE
A GEOLOGIC CROSS—SECTION TRANSECT
NOTES:
1. BASE MAP INFORMATION TAKEN FROM PLANT
LAYOUT & GENERAL ARRANGEMENT PLAN BY
CHARETTE ARCHITECT, ENGINEERS & PLANNERS,
PLLC. (DWG# 81030010, DATED 8--27-99 DRAWN
AT A SCALE OF 1 /16" = 1'-0"; AND FROM
"GEOLOGICAL FEATURE LOCATION MAP", BY
TAYLOR WISEMAN & TAYLOR, FIGURE 1 DRAWN AT
A SCALE OF 1"=50', DATED 12/18/02, AND AS
UPDATED ON 4/16/03, 8/22/03, AND 3/23/04.
2. MONITORING WELLS MW-1 THROUGH MW-4
INSTALLED BY OTHERS.
0
60'
120'
GRAPHIC SCALE
UNIQEMA
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
2005 GROUNDWATER MONITORING REPORT
AND CORRECTIVE ACTION PLAN
SOIL BORING AND GEOLOGIC
CROSS-SECTION LOCATION MAP
BBL 2_3
BLASLAND, BOUCK & LEE, INC.
engineers, scientists, economy

715 =
710 =
705-
700
695
690
685=
680
675=
670 -
A
NW
BG-2
PARKING
•f��''++r��.. « r r• r•.
fir H MR��y R �
cil%
LITHOLOGY:
uRf+•� R RN R �� • R #3
CL — CLAY AND/OR SILTY CLAY
ML — SILT, SANDY SILT, AND CLAYEY SILT
SM — SILTY SAND
SW — POORLY SORTED SAND, SOME
GRAVEL
SC — CLAYEY SAND
RF — ROAD FILL SUBBASE
SM/GW — SILTY SAND (SM) MIXED WITH
WELL GRADED GRAVEL (GW)
PWR — PARTIALLY WEATHERED ROCK,
VERY STIFF TO DENSE SILTY SAND (SM)
X: 18902X00.DWG
b ON=*, OFF=REF
P: PAGESET/SYR—BL
10/19/05 SYR-85—PGL PGL LJP (CAR-85—LEE)
R: \CURAENT\ OTHER \19902010\GMRACAP\18902V01.DWG
(698.29)
UNIQEMA PROPERTY
CONCRETE CONTAINMENT WALL—
FORMER 30,000 GAL.
ABOVEGROUND TCE TANK
CONCRETE LINED
SB-5 SPILL POND
SB—
LEGEND:
FRACTURE SET (DIP ANGLE AND
ORIENTATION SHOWN ARE
APPROXIMATE FRACTURE LENGTH AS
SHOWN CORRESPONDS ROUGHLY WITH
RELATIVE TRANSMISSIVITY)
T = FRACTURE TRANSMISSIVITY
(sq. ft./day)
SURFACE CASING
WELL SCREEN
GROUNDWATER ELEVATIONS MEASURED 8/16/04
TD TOTAL DEPTH
NOTES:
1. SURFACE FEATURE LOCATIONS AND
DIMENSIONS ARE APPROXIMATE.
2. LITHOLOGIC CONTACTS ARE GENERALLY
INFERRED.
3. UW-1D DETAIL BASED ON GEOPHYSICAL
LOGGING CONDUCTED BY GEOPHEX, LIMITED
(MARCH, 2004). ALSO, SEE BBL BORING
LOG FOR ADDITIONAL DETAILS.
co
NORFOLK—SOUTHERN PROPERTY
FENCE (APPROXIMATE UNIQEMA
PROPERTY BOUNDARY)
RAILROAD SPURS
cf
I UW-1
vmi UW-1P
GEOLOGIC CONTACT
POSSIBLE DIKE
OR SILL
GEOLOGIC CONTACT
UW-1 Dd/UW-1 Ds
(PROJECTED 16' EAST)
MW— 3
BEDROCK
BOTTOM OF CASING 61.5 ft. bgs
T = 1.7
T = 2.0
T = 0.6
T = 0.2
T = 0.4-0.1
= 0.1
T = 0.4
T= 1.0
/TD=155.8''
9
= 605
600
— 595
— 590
585
580
575
- 570
— 565
- 560
555
= 550
APPROXIMATE EXTENT OF
FORMER UST EXCAVATION
MW-1
9
0 40'
mosi
0
UW-4P
TD=32'
A'
SE
=715
_710
— 705
= 700
695
= 690
685
= 680
675
=670
- 665
= 660
= 655
- 650
= 645
- 640
= 635
7630
625
620
=615
- 610
80'
GRAPHIC SCALE
20'
VERTICAL SCALE
40'
ELEVATION IN FEET
UNIREMA
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
2005 GROUNDWATER MONITORING REPORT
AND CORRECTIVE ACTION PLAN
GEOLOGIC CROSS-SECTION A -A'
BBL
BLASAND. BOUCK d LEE, INC.
enghea'6 schxdfak, econarrais
2-4

B
NE
715-
710 -
705 -
700-
695 -
690 -
685 -
680-
675 -
670
SB- 8
STORMWATER GRATE-} I
24" RCP
STORMWATER PIPE
SB-7
--- -=
SB-11
SB-2 SB-3
TD=20''3%
PROBE REFUSAL
]!: 18902X00.0WG
L: ON=., OFF=REF
P: PAGESET/SYR—BL
10/19/O5 SYR-85—PGL MJS LJP (CAR—B5—LEE)
R:\CURRENT\OTHE7R\18902010\GMRACAP\18902VO2.DWC
LITHOLOGY:
TD=31'.
FORMER 30,000 GAL.
ABOVEGROUND TCE TANK
(STILL PRESENT)
CONCRETE CONTAINMENT WALL
SB-6
SB-10
CL - CLAY AND /OR SILTY CLAY
ML - SILT, SANDY SILT, AND CLAYEY SILT
SM - SILTY SAND
SW - POORLY SORTED SAND, SOME GRAVEL
SP - WELL SORTED SAND
SC - CLAYEY SAND
PWR - PARTIALLY WEATHERED ROCK, VERY STIFF
TO DENSE SILTY SAND (SM)
APPROX. GROUND SURFACE GROUND SURFACE ON
UNIQEMA PROPERTY
ON ADJACENT NORFOLK
SOUTHERN PROPERTY
UW-6
PROBE REFUSAL
0
10'
BG-1
TD= 24'
B'
SW
- - 715
- - 710
_ 705
- 700
-- 695
- - 690
- 685
-680
ELEVATION IN FEET
TD
RCP
LEGEND:
WELL SCREEN
WATER TABLE (8/16/04)
TOTAL DEPTH
REINFORCED CONCRETE PIPE
NOTES:
1. SURFACE FEATURE LOCATIONS AND
DIMENSIONS ARE APPROXIMATE.
2. LITHOLOGIC CONTACTS ARE
GENERALLY INFERRED.
- - 675 3. SOIL DESCRIPTIONS (EXCEPT FROM
3-5 FEET) NOT COLLECTED DURING
THE INSTALLATION OF UW-6 DUE TO
- 670 AN OBSTRUCTION IN THE AUGERS
THAT PREVENTED USE OF THE
SPLIT -SPOON SAMPLERS.
20'
0
VERTICAL SCALE
40' 80'
HORIZONTAL SCALE
UNIQEMA
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
2005 GROUNDWATER MONITORING REPORT
AND CORRECTIVE ACTION PLAN
GEOLOGIC CROSS-SECTION B-B'
BBL 2-5
BLASLAND, BOUCK 8 LEE, ENC.
engNieers, saleNlsh, economies

C
EAST
700-
_
705-
-
715-
ABANDONED ONE-STORY
[BRICK BUILDING
J
710 -
705- CL/ML
ML/CL
701.70) (698.40
a.
nD
N
GROUND SURFACE ON
UNIQEMA PROPERTY
RF RF
FENCE (APPROXIMATE UNIQEMA
PROPERTY BOUNDARY)
RAILROAD TRACKS
a
I I
700-
_
60" CMP
695- (694.18) �S�
690 -
685-
680-
r,.
675 -
670 _
665 _
660 -
655 -
650 -
0 r o oda 0
r
C�
TD-45'
NOTES:
CL/ML
0 c' 0 E? O' O CJ r.
000r 0{ 50 'Or O
o oo o of �o o�Y o 0 o o;', o c, o-��
10� a Cx � r� �_ ��.r 0- , k 0*-3C,--lc_OC
1. SURFACE FEATURE LOCATIONS AND
DIMENSIONS ARE APPROXIMATE.
2. LITHOLOGIC CONTACTS ARE GENERALLY
INFERRED.
X: 18902X00.DWG
L: ON=', OFF=REF
P: PAGESET/S1R-BL
10/19/05 SYR-85-PGL PGL LJP (CAR-85-LEE}
R:\CURRENT\OTHER\18902010\OMRACAP\18902V03.DWG
BEDROCK
698.76
• i
C _&0QC)
Or 00)0
TD= 53'
C'
WEST
- 700
- 705
- - 715
710
- - 705
- 700
- 695
- 690
-- 685
- 680
675
- 670
-665
660
- 655
-- 650
0
ELEVATION IN FEET
(698.76)
LEGEND:
WELL SCREEN
WATER TABLE (8/16/04)
WATER TABLE ELEVATIONS (ft. ABOVE
SEA LEVEL)
TD TOTAL DEPTH
CMP CORRUGATED METAL PIPE
LITHOLOGY:
CL - CLAY AND/OR SILTY CLAY
ML - SILT, SANDY SILT, AND CLAYEY SILT
SC - CLAYEY SAND
SM - SILTY SAND
EMI5W - POORLY SORTED SAND, SOME GRAVEL
RF - ROAD FILL SUBBASE
a- TSM/GW - SILTY SAND (SM) MIXED
WITH WELL GRADED GRAVEL (GW)
10' 20'
0
VERTICAL SCALE
40' 80'
_ d I
HORIZONTAL SCALE
PWR - PARTIALLY WEATHERED ROCK, VERY STIFF
TO DENSE SILTY SAND (SM)
BEDROCK
UNIQEMA
2130 N. TRYON STREET
CHARLOTTE, NORTH CAROLINA
2005 GROUNDWATER MONITORING REPORT
AND CORRECTIVE ACTION PLAN
GEOLOGIC CROSS-SECTION C-C'
BBL 2-6
BLASIAND, BOUCK & LEE, INC.
engineers, eyenfhb, scar:in5'h

ATTACHMENT 2
Injectate Safety Data Sheets

SAFETY DATA SHEET
0zoiezM,.DI14TlOO l LC
LAcTOIL®
SOY Ml CROEMULSION
1. IDENTIFICATION OF MATERIAL AND SUPPLIER
Product Identifier:
Other Name(s):
Recommended Use:
Recommended Restrictions:
Supplier Name:
Address:
Telephone:
EMERGENCY Telephone:
LactOil® Soy Microemulsion
none known
In -situ Bioremediation
none known
JRW Bioremediation, LLC
14321 W. 96th Terrace
Lenexa, KS 66215
913-438-5544
800-779-5545 x 116 (Mon -Fri 9am-5pm CST)
913-961-6644 (afterhours)
2. HAZARD IDENTIFICATION
Classification
Flammable liquid (Category 4)
Serious eye damage/irritation (Category 1)
Skin corrosion/irritation (Category 2)
Specific target organ toxicity, single exposure (Category 3), respiratory irritation
Pictogram
Signal Word
Warning
Hazard Statements
Combustible liquid.
Causes skin irritation.
Causes serious eye damage.
May cause respiratory irritation.
PRODUCT NAME: LACTOIL
VERSION 4 ISSUED: 10-23-18
Page 1/7

Precautionary Statements — Prevention
Keep away from open flames/hot surfaces- No smoking.
Wash face, hands and any exposed skin thoroughly after handling
Wear protective gloves/protective clothing/eye protection/face protection
Avoid breathing mist/vapors/spray.
Use only outdoors or in a well ventilated area.
Precautionary Statements — Response
In case of fire: Consider carbon dioxide, dry chemical, dry sand or alcohol resistant foam to extinguish.
IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to
do. Continue rinsing. Immediately call a POISON CENTER or doctor/physician.
IF ON SKIN: Take off contaminated clothing and wash before reuse. Wash with plenty of soap and water. If
irritation occurs get medical advice/attention.
IF INHALED: Remove person to fresh air and keep comfortable for breathing. Call POISON CENTER/doctor if
you feel unwell.
IF SWALLOWED: Rinse mouth Call a POISON CENTER or doctor/physician if you feel unwell
Precautionary Statements — Storage
Store in a well ventilated place. Keep cool. Keep container tightly closed. Store locked up.
Precautionary Statements - Disposal
Dispose of contents/container to an approved waste treatment and disposal facility in accordance with
applicable laws and regulations, and product characteristics at time of disposal.
OSHA Hazards:
Combustible liquid. May cause eye damage, skin or respiratory irritation
3. COMPOSITION / INFORMATION ON INGREDIENTS
Components
CAS #
% by Weight
Hazard Classification
LactOil®
Proprietary blend
100%
combustible
PRODUCT NAME: LACTOIL
VERSION 4 ISSUED: 10-23-18
Page 2/7

4. FIRST -AID MEASURES
Inhalation:
Inhalation of vapors or mist may cause mild irritation of respiratory system. If symptoms are experienced,
remove source of contamination or move to fresh air. If affected person is not breathing, apply artificial
respiration. If breathing is difficult, give oxygen.
Skin Contact:
In case of contact with skin, immediately wash with plenty of soap and water while removing contaminated
clothing. Seek medical attention if skin Irritation develops or persists.
Eye Contact:
In case of contact with eyes, immediately flush eyes with water for at least 15 minutes, lifting eyelids to
facilitate irrigation. Get medical attention if necessary.
Ingestion:
If swallowed, get medical attention. Do NOT induce vomiting.
Signs and symptoms of exposure:
May cause slight irritation to skin, eyes, respiratory system, headache, nausea, drowsiness. May cause
abdominal discomfort, nausea, and diarrhea. Treat symptomatically.
Medical Conditions aggravated by exposure:
Soybean derived product. Avoid if sensitive to soy products.
Indication of immediate medical attention or special treatment needed:
If medical advice is needed, have product SDS and/or label available to medical personnel.
5. FIRE -FIGHTING MEASURES
Suitable Extinguishing Media:
Unsuitable Extinguishing Media:
Specific hazards from substance/mixture:
General fire hazards:
Dry chemical, foam, carbon dioxide, or water fog.
Do not use heavy water stream as it may spread burning oil
May react with strong oxidizing agents. Hydrolysis may
occur in the presence of strong acids or bases.
No unusual fire or explosion hazards noted
Special protective equipment / precautions for fire-fighters:
Wear full protective clothing and positive pressure breathing apparatus. If possible, prevent/minimize
material from entering waterways.
PRODUCT NAME: LACTOIL
VERSION 4 ISSUED: 10-23-18
Page 3/7

6. ACCIDENTAL RELEASE MEASURES
Methods and Materials for containment and clean up:
Contain spill with absorbent materials such as clay or soil; shovel and place material in drum for disposal.
Surfaces may become slippery after spillage. Dispose of according to all local, state, and federal regulations
at an approved waste treatment facility.
Personal precautions / Protective equipment:
Use personal protective equipment. Prevent spills, contamination, and leakage.
Environmental precautions:
Prevent material from entering waterways. If contamination of local sewer or waterway has occurred
advise local emergency services.
7. HANDLING AND STORAGE
Precautions for safe handling:
Observe good work and industrial hygiene practices. Use personal protective equipment. Prevent spills,
contamination, and leakage.
Conditions for safe storage, including any incompatibilities:
Keep container tightly closed. Keep in properly labeled containers. Store in a well ventilated, cool, dry
area. Avoid freezing or excessive heat or sources of ignition.
8. EXPOSURE CONTROLS / PERSONAL PROTECTION
Control parameters:
Appropriate engineering controls:
No exposure or biological limits noted for ingredients(s).
General ventilation and local exhaust are recommended.
Individual protection measures, such as Personal Protective Equipment (PPE):
Eye/Face protection:
Skin / hand / body protection:
Respiratory protection:
General considerations:
Chemical goggles recommended.
Chemical resistant gloves recommended.
Suitable protective clothing as defined by employer.
May be required if used in poorly ventilated area or if
material is sprayed or heated. OSHA respiratory
regulations found in 29 CFR 1910.134. Use NIOSH approved
respirator when necessary.
Avoid contact with skin. When using material, do not eat,
drink, or smoke. Remove and wash any contaminated
clothing before storage or re -use.
PRODUCT NAME: LACTOIL Page 4/7
VERSION 4 ISSUED: 10-23-18

9. PHYSICAL AND CHEMICAL PROPERTIES
Appearance:
Odor:
Odor threshold:
pH:
Melting point/freezing point:
Initial boiling point and boiling range:
Closed cup Flash point:
std D93)
Evaporation rate: not determined
Flammability (solid, gas): not determined
Upper/lower flammability or explosive limits: not determined
Vapor pressure (Mg Hg): not determined
Vapor density (air = 1): not determined
Density: 7.8-8.1 Ibs per gallon at 25°C
Solubility in water: emulsion
Auto -ignition temperature: not determined
Decomposition temperature: not determined
Specific Gravity (H20 = 1): 0.95
Thick, brown to yellowish liquid
Sweet, mild alcohol -like scent
not applicable
5-8
not applicable
not determined
>66°C (151°F) via Pensky-Martens Closed Cup Test (ASTM
10. STABILITY AND REACTIVITY
Reactivity:
Chemical stability:
Possibility of hazardous reactions:
Conditions to avoid:
Incompatible materials:
Hazardous decomposition products:
Non -reactive under conditions of normal use, storage & transport.
Stable under conditions of normal use, storage and transport.
Hydrolysis may occur in the presence of strong acids or bases.
May react with strong oxidizing agents.
None known
PRODUCT NAME: LACTOIL Page 5/7
VERSION 4 ISSUED: 10-23-18

11. TOXICOLOGICAL INFORMATION
No adverse health effects are expected if the product is used as intended and in accordance with this Safety
Data Sheet.
Inhalation:
Inhalation of vapors or mist may cause mild irritation of respiratory system. If
symptoms are experienced, remove source of contamination or move to fresh air.
If affected person is not breathing, apply artificial respiration. If breathing is
difficult, give oxygen.
Ingestion: If swallowed, get medical attention. Soybean derived product. Avoid if sensitive to
soy products.
Skin:
In case of contact with skin, immediately wash with plenty of soap and water while
removing contaminated clothing. Seek medical attention if skin irritation develops
or persists.
Eye contact: In case of contact with eyes, immediately flush eyes with water for at least 15
minutes, lifting eyelids to facilitate irrigation. Get medical attention if necessary.
Signs & symptoms of exposure:
Slight irritation to skin, eyes, respiratory system, headache, nausea,
drowsiness. May cause abdominal discomfort, nausea, and diarrhea.
No chronic effects from short and long term exposure expected.
Carcinogenicity: Not determined.
Mutagenicity: Not determined.
Reproductive Toxicity: Not determined.
12. ECOLOGICAL INFORMATION
Ecotoxicity:
Product is not considered environmentally hazardous and is not
expected to cause significant harm to aquatic, animal, or plant life
however it is generally recommended to prevent material from
entering waterways.
Persistence/degradability: Readily biodegradable.
Bioaccumulative potential: Not expected to bioconcentrate or bioaccumulate.
Mobility in soil: No specific information available.
PRODUCT NAME: LACTOIL
VERSION 4 ISSUED: 10-23-18
Page 6/7

13. DISPOSAL CONSIDERATIONS
Disposal Methods:
Contain spill with absorbent materials such as clay or soil and shovel and place material in drum for
disposal. Surfaces may become slippery after spillage. Dispose of according to all local, state, and federal
regulations at an approved waste treatment facility.
14. TRANSPORTATION INFORMATION
NON BULK:
Shipping document:
BULK:
Shipping document:
DOT hazard class:
Proper Shipping Name:
N M FC#:
Class
Not regulated
NA1993, combustible liquid N.O.S. (lactate ester) combustible
liquid PGIII
Combustible liquid
Combustible liquid N.0.5 (lactate ester)
144920
65
15. REGULATORY INFORMATION
Restrictions on use:
Other regulations:
None.
No information available.
16. OTHER INFORMATION
The information in this SDS summarizes to the best of our knowledge at the date of issue, the chemical
health and safety hazards of this material and general guidance for safe handling, use, processing, storage,
transportation, disposal, and release. This information is not intended to be considered a warranty or
quality specifications. The information contained relates only to the specific material designated and may
not be valid if used in conjunction with other materials or in any other processes other than intended use.
If further clarification or information is required, please contact JRW Bioremediation.
PRODUCT NAME: LACTOIL
VERSION 4 ISSUED: 10-23-18
Page 7/7

EOS PRO
EDS13emediation, LLC
SAFETY DATA SHEET
Section 1: Identification
Product Name:
Chemical Description:
Manufacturer:
EOS Pro
Mixture; vegetable oil emulsion
EOS Remediation
PO Box 14266
Research Triangle Park NC 27709
(P): 919-873-2204
www.eosremediation.com
Recommended Use:
Groundwater bioremediation (environmental applications)
Restricted Use:
Not for human consumption.
24-Hour Emergency Contact:
ChemTel: United States
(P): 800-255-3924
ChemTel: International
(P): 813-248-0585
Section 2: Hazard(s) Identification
Hazard Classification:
Signal Word:
Hazard Statement(s):
Pictograms:
Precautionary Statement(s):
Irritant (skin and eye)
Warning
Potential eye and skin irritant.
Not for human consumption. Do not store near excessive heat or oxidizers.
Avoid contact with eyes and skin. Wear protective gloves and eye
protection.
Section 3: Composition/Information on Ingredients
Common Name(s)
Soybean Oil
CAS NO.
Food Grade Emulsifiers
Trade Secret1,2
8001-22-7
111-03-5
Soluble Substrates (glycerol)
Trade Secret"2
Water
by Weight
60
10
56-81-5
4
7732-18-5
26
1— The precise composition of this product is proprietary information. A more complete disclosure will be
provided to a physician in the event of a medical emergency.
2 — The soluble substrates and emulsifiers are generally recognized as safe for food contact.
EOS Remediation, LLC

EOS PRo
SAFETY DATA SHEET
Section 4: First -Aid Measures
Routes of Exposure
Inhalation
Eye Contact
Skin Contact
Ingestion
Emergency First -Aid Procedures
Remove to fresh air.
Flush with water for 15 minutes; if irritation persists see a physician.
Wash with mild soap and water.
Product is non -toxic. If nausea occurs, induce vomiting and seek medical
attention.
Section 5: Fire -Fighting Measures
Extinguishing Media:
Special Fire Fighting Procedures:
Fire Hazard(s):
CO2, foam, dry chemical
Note: Water, fog and foam may cause frothing and spattering.
Wear self-contained breathing apparatus and chemical resistant clothing.
Use water spray to cool fire exposed containers.
Burning will cause oxides of carbon.
Section 6: Accidental Release Measures
Personal Precautions:
Emergency Procedures:
Methods & Materials used for
Containment:
Cleanup Procedures:
Avoid contact with eyes and skin. Do not consume.
N/A
Compatible granular absorbent
Spread compatible granular absorbent over spill area and sweep using
broom and pan; dispose in appropriate receptacle. Clean area with water.
Section 7: Handling and Storage
Safe Handling & Storage:
Other Precautions:
Do not store near excessive heat or oxidizers.
Consumption of food and beverages should be prevented in work area
where product is being used. After handling product, always wash hands
and face thoroughly with soap and water before eating, drinking, or
smoking.
Section 8: Exposure Controls/Personal Protection
Exposure Limits
OSHA PEL:
NE
ACGIH TLV:
NE
NIOSH REL:
NE
Personal Protective Measures
Respiratory Protection:
Not normally required. P95 respirator if aerosols might be generated.
Hand Protection:
Protective gloves are recommended
Eye Protection:
Recommended
Engineering Measures:
Local exhaust ventilation if aerosols are generated
Hygiene Measures:
Wash promptly with soap & water if skin becomes irritated from contact.
Other Protection:
Wear appropriate clothing to prevent skin contact.
EOS Remediation, LLC
2

EOS PRo
SAFETY DATA SHEET
Section 9: Physical and Chemical Properties
Appearance:
Odor:
Odor Threshold:
White Liquid
Explosive Limits:
Vegetable Oil
Vapor Pressure:
NE
NE
NE
Vapor Density:
pH:
6.0-7.0 (su)
Relative Density:
Heavier than air
0.96-0.98
Melting Point/Freezing Point:
Boiling Point:
Flash Point:
Evaporation Rate:
Liquid at room
temperature
Solubility:
Dispersible
212°F (100°C)
>300°F (149°C)
NE
Partition coefficient:
Auto -ignition Temperature:
Decomposition Temperature:
NE
NE
N/A
Flammability (solid, gas):
NE
Viscosity:
500-1500 cP
NE — Not Established
Section 10: Stability and Reactivity
Stability:
Incompatibility:
Stable
Strong acids and oxidizers
Hazardous Decomposition
Products:
Thermal decomposition may produce oxides of carbon
Hazardous
Reactions/Polymerization:
Conditions to Avoid:
Will not occur
None known
Section 11: Toxicological Information
Likely Routes of Exposure:
Ingestion, dermal and eye contact
Signs and Symptoms of Exposure:
None known
Health Hazards
Acute:
Potential eye and skin irritant
Chronic:
None known
Carcinogenicity
NTP:
IARC:
OSHA:
No
No
No
Section 12: Ecological Information (non -mandatory)
There is no data on the ecotoxicity of this product.
Section 13: Disposal Considerations (non -mandatory)
Waste Disposal Methods:
Dispose of according to Federal and local regulations for non -hazardous
waste. Recycle, if practical.
EOS Remediation, LLC
3

EOS PRo
SAFETY DATA SHEET
Section 14: Transport Information (non -mandatory)
The product is not covered by international regulation on the transport of dangerous goods.
No transport warning required.
Section 15: Regulatory Information (non -mandatory)
N/A
I
Section 16: Other Information
Date of Preparation:
Last Modified Date:
29 May 2014
27 June 2019
The information contained herein is based on available data and is believed to be correct. However, EOS
Remediation, LLC makes no warranty, expressed or implied, regarding the accuracy of this data or the results to
be obtained thereof. This information and product are furnished on the condition that the person receiving
them shall make his/her own determination as to the suitability of the product for his/her particular purpose. 1
EOS Remediation, LLC 4

(DAP) Diammonium phosphate
Safety Data Sheet 200
Revision date:04/30/2015
Version: 1.0
SECTION 1: Identification of the substance/mixture and of the company/undertaking
1.1. Product identifier
Product form
Substance name
Product code
CAS No.
Formula
: Substance
: (DAP) Diammonium phosphate
: DAP, DAPFR,DAPOS, DAPLG
: 7783-28-0
: (NH4)2HPO4
Synonyms : Ammonium phosphate, dibasic / Diammonium hydrogenorthophosphate /
Phosphoric acid, diammonium salt / Diammonium hydrogenphosphate /
Ammonium phosphate dibasic / Diammonium hydrogen phosphate /
Diammonium hydrogen orthophosphate / Phosphoric acid, ammonium salt
(1:2) / DIAMMONIUM PHOSPHATE / DAP
Product group : Commercial product
Other means of identification : DAP, DAPLG
1.2. Relevant identified uses of the substance or mixture and uses advised against
Use of the substance/preparation : Agricultural chemical
1.3. Details of the supplier of the safety data sheet
PCS Sales (USA), Inc.
1101 Skokie Blvd.
Suite 400
Northbrook, IL 60062
T 800-241-6908 / 847-849-4200
Suite 500
122 1st Avenue South
Saskatoon, Saskatchewan Canada S7K7G3
T 800-667-0403 (Canada) / 800-667-3930 (USA)
[e-mail] - www.PotashCorp.com
1.4. Emergency telephone number
Emergency number
: 800-424-9300
CHEMTREC
SECTION 2: Hazards identification
2.1. Classification of the substance or mixture
GHS-US classification
Skin Irrit. 2 H315
Eye Irrit. 2B H320
STOT SE 3 H335
Aquatic, Acute 2 H401
04/30/2015
EN (English)
SDS Ref.: 200
1/10

(DAP) Diammonium phosphate
Safety Data Sheet 200
Full text of H-phrases: see section 16
2.2. Label elements
GHS-US labelling
Hazard pictograms (GHS-US)
Signal word (GHS-US)
Hazard statements (GHS-US)
Precautionary statements (GHS-US)
2.3. Other hazards
Hazardous to the aquatic environment.
No additional information available
GHS07
: Warning
: H315 - Causes skin irritation
H320 - Causes eye irritation
H335 - May cause respiratory irritation
H401 - Toxic to aquatic life.
: P261 - Avoid breathing dust
P264 - Wash hands thoroughly after handling
P271 - Use only outdoors or in a well -ventilated area
P273 — Avoid release to the environment.
P280 - Wear eye protection, face protection, protective clothing, protective
gloves
P302+P352 - IF ON SKIN: Wash with plenty of water
P304+P340 - IF INHALED: Remove person to fresh air and keep comfortable
for breathing
P305+P351+P338 - If in eyes: Rinse cautiously with water for several
minutes. Remove contact lenses, if present and easy to do. Continue rinsing
P312 - Call a POISON CENTER/doctor if you feel unwell
P332+P313 - If skin irritation occurs: Get medical advice/attention
P337+P313 - If eye irritation persists: Get medical advice/attention
P362 - Take off contaminated clothing
P403+P233 - Store in a well -ventilated place. Keep container tightly closed
P405 - Store locked up
P501 - Dispose of contents/container according to local, regional, national,
and international regulations
SECTION 3: Composition/information on ingredients
3.1. Substances
Substance type
: Mono -constituent
Name
Product identifier
%
GHS-US classification
(DAP) Diammonium phosphate (as P205)
(Main constituent)
(CAS No.) 7783-28-0
46
Skin Irrit. 2, H315
Eye Irrit. 2B, H320
STOT SE 3, H335
04/30/2015
EN (English)
SDS Ref 200
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(DAP) Diammonium phosphate
Safety Data Sheet 200
Name
Product identifier
%
GHS-US classification
Total Nitrogen, as N**
18
Fluorides, as F
1
**Product contains diammmonium phosphate as essential ingredient with small amounts of
monoammonium phosphate, ammonium sulfate, urea, and aluminum/calcium/iron/magnesium compounds.
Full text of H-phrases: see section 16
3.2. Mixtures
Not applicable
SECTION 4: First aid measures
4.1. Description of first aid measures
First -aid measures general
: If medical advice is needed, have product container or label at hand.
First -aid measures after inhalation : If inhaled, remove to fresh air and keep at rest in a position comfortable for
breathing. Give oxygen or artificial respiration if necessary. Obtain medical
attention if breathing difficulty persists.
First -aid measures after skin contact : Wash skin thoroughly with mild soap and water. Obtain medical attention if
irritation develops or persists.
First -aid measures after eye contact : Immediately rinse with water for a prolonged period while holding the
eyelids wide open. Obtain medical attention if irritation develops or persists.
First -aid measures after ingestion : Do not induce vomiting. Seek medical attention if a large amount is
swallowed. Get medical advice and attention if you feel unwell. Drink large
amounts of water (or milk if available) to dilute stomach contents. Ingestion
of small quantifies in unlikely to cause toxic effect. Large quantities may
give rise to gastro-intestinal disorders.
4.2. Most important symptoms and effects, both acute and delayed
Symptoms/injuries : Irritation to eyes, skin and respiratory tract.
Symptoms/injuries after inhalation : Difficulty in breathing. Dry/sore throat. Symptoms may be delayed.
Symptoms/injuries after skin contact : May cause skin irritation.
Symptoms/injuries after eye contact : May cause eye irritation.
Symptoms/injuries after ingestion : If a large quantity has been ingested : Abdominal pain. Diarrhea. Nausea.
Vomiting.
4.3. Indication of any immediate medical attention and special treatment needed
No additional information available
SECTION 5: Firefighting measures
5.1. Extinguishing media
Suitable extinguishing media
Unsuitable extinguishing media
: Chemical type foam, Carbon Dioxide (CO2), dry chemical, water fog.
: None known.
04/30/2015
EN (English)
SDS Ref.: 200
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(DAP) Diammonium phosphate
Safety Data Sheet 200
5.2. Special hazards arising from the substance or mixture
Fire hazard
Explosion hazard
Reactivity
5.3. Advice for firefighters
Firefighting instructions
Protection during firefighting
Other information
: Under conditions of fire this material may produce: Ammonia.
: Product is not explosive.
: Stable at ambient temperature and under normal conditions of use.
: Keep upwind. Under conditions of fire this material may produce: Ammonia.
: Wear full fire -fighting turn -out gear (full Bunker gear) and respiratory
protection (SCBA).
: Do not allow run-off from fire fighting to enter drains or water courses.
SECTION 6: Accidental release measures
6.1. Personal precautions, protective equipment and emergency procedures
General measures
: Do not breathe fumes from fires or vapours from decomposition.
6.1.1. For non -emergency personnel
: Wear suitable protective clothing, gloves and eye/face protection.
Emergency procedures : Collect as any solid. Ventilate area.
Protective equipment
6.1.2. For emergency responders
Protective equipment
Emergency procedures
: Wear suitable protective clothing, gloves and eye/face protection.
: If possible, stop flow of product. Contain and collect as any solid. Ventilate
area.
6.2. Environmental precautions
If spill could potentially enter any waterway, including intermittent dry creeks, contact the U.S. COAST GUARD
NATIONAL RESPONSE CENTER at 800-424-8802. In case of accident or road spill notify CHEMTREC at
800-424-9300. In other countries call CHEMTREC at (International code) [phone].
6.3. Methods and material for containment and cleaning up
For containment
Methods for cleaning up
6.4. Reference to other sections
No additional information available
: If contaminated with other materials, contain and collect as any solid in
suitable containers. Do not allow into drains or water courses or dispose of
where ground or surface waters may be affected. Prevent large quantities
from contacting vegetation.
: Recover the product by vacuuming, shoveling or sweeping and place in
appropriate container to be disposed at an appropriate disposal facility
according to current applicable laws and regulations and product
characteristics at the time of disposal. Provide adequate ventilation. Avoid
generation of dust during clean-up of spills. If uncontaminated, recover and
reuse product. Practice good housekeeping — spillage can be slippery on
smooth surface either wet or dry.
04/30/2015 EN (English)
SDS Ref.: 200
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(DAP) Diammonium phosphate
Safety Data Sheet 200
SECTION 7: Handling and storage
7.1. Precautions for safe handling
Additional hazards when processed : When heated, material emits irritating fumes.
Precautions for safe handling
Hygiene measures
: Handle in accordance with good industrial hygiene and safety procedures.
Avoid contact with skin and eyes. Do not eat, drink or smoke when using this
product.
: Emergency eye wash fountains and safety showers should be available in
the immediate vicinity of any potential exposure.
7.2. Conditions for safe storage, including any incompatibilities
Storage conditions : Store tightly closed in a dry, cool and well -ventilated place. Protect from
moisture.
Incompatible materials : Alkalis and caustic products; strong acids; copper and its alloys.
7.3. Specific end use(s)
Agricultural chemical
SECTION 8: Exposure controls/personal protection
8.1. Control parameters
Diammonium Phosphate (7783-28-0) as P205
USA ACGIH
ACGIH TWA (mg/m3)
10 mg/m3 — inhalable fraction
3 mg/m3— respirable fraction
USA OSHA
OSHA PEL (TWA) (mg/m3)
15 mg/m3 — particulate
5 mg/m3 — respirable
Fluorides
USA ACGIH
ACGIH TWA (mg/m3)
2.5 mg/ m3
USA OSHA
OSHA PEL (TWA) (mg/m3)
2.5 mg/ m3
8.2. Exposure controls
Appropriate engineering controls : Ensure adequate ventilation, especially in confined areas. Avoid high dust
concentration.
Personal protective equipment : Gloves. Safety glasses. Protective clothing.
Hand protection
Eye protection
Skin and body protection
0
: Impermeable protective gloves.
: Protective goggles.
: Emergency eye wash fountains and safety showers should be available in
the immediate vicinity of any potential exposure. Wear suitable protective
clothing. Wash contaminated clothing before reuse. Handle in accordance
with good industrial hygiene and safety practice.
04/30/2015 EN (English)
SDS Ref.: 200
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(DAP) Diammonium phosphate
Safety Data Sheet 200
Respiratory protection : Wear NIOSH approved respiratory protective equipment when exposure
exceeds the OSHA nuisance dust standard of 15 mg/m3 or the ACGIH
nuisance dust limit of 10 mg/m3 for the eight hour time weighted average.
When stored in closed area, a self-contained breathing apparatus is required
to protect against ammonia gas.
Environmental exposure controls : Ensure adequate ventilation, especially in confined areas.
SECTION 9: Physical and chemical properties
9.1. Information on basic physical and chemical properties
Physical state Solid
Appearance : Granular solid
Molecular mass : 132.06 g/mol
Colour : Gray to brownish black
Odour : Ammonia
Odour threshold : No data available
: 8.0 (conc: 1 % at 20 °C (solution)
pH
Relative evaporation rate : No data available
(butylacetate=1)
Melting point : 155 °C (302°F) (decomposes)
Freezing point : No data available
Boiling point : Decomposes
Flash point : Not applicable
Self ignition temperature : Not flammable
Decomposition temperature : No data available
Flammability (solid, gas) : Not flammable
Vapour pressure : < 1 mm Hg (at 20 °C)
Relative vapour density at 20 °C : No data available
Relative density : No data available
Density : 1.619 g/cm3 (at 20 °C)
Bulk Density : 58-61 Ib/ft3 (loose)
60-67 Ib/ft3 (tamped)
Solubility : Water: 588 g/I (at 20 °C)
Log Pow : No data available. Based on water solubility it is expected that the log Poi,,
would be very low.
Log Kow : No data available
Viscosity : No data available
Explosive properties : Not explosive
Oxidising properties : No oxidizing properties
Explosive limits : No data available
9.2. Other information
No additional information available
04/30/2015 EN (English)
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(DAP) Diammonium phosphate
Safety Data Sheet 200
SECTION 10: Stability and reactivity
10.1. Reactivity
Stable at ambient temperature and under normal conditions of use.
10.2. Chemical stability
Stable at standard temperature and pressure.
10.3. Possibility of hazardous reactions
Hazardous polymerization will not occur.
10.4. Conditions to avoid
Welding or hot work on equipment or plant which may have contained fertilizer should not be done without first
washing thoroughly to remove all fertilizer.
10.5. Incompatible materials
Alkalis and caustic products ; strong acids; copper and its alloys.
10.6. Hazardous decomposition products
Ammonia is released upon reaction with strong bases or from thermal decomposition.
SECTION 11: Toxicological information
11.1. Information on toxicological effects
Acute toxicity : Not classified
(DAP) Diammonium phosphate (7783-28-0)
LD50 oral rat
6500 mg/kg
LD50 dermal rabbit
> 7950 mg/kg
Additional information
This compound is listed by the FDA as generally recognized as safe (GRAS)
and may be used as a food additive, for both human food and ruminant
feed, according to prescribed conditions.
Skin corrosion/irritation
Serious eye damage/irritation
Respiratory or skin sensitisation
Germ cell mutagenicity
Carcinogenicity
Reproductive toxicity
Specific target organ toxicity (single
exposure)
Specific target organ toxicity
(repeated exposure)
: Causes skin irritation.
pH: 8.0 (conc: 1 % at 20 °C (solution)
: Causes eye irritation.
pH: 8.0 (conc: 1 % at 20 °C (solution)
: Not classified
: OECD 471: Bacterial reverse mutation assay, S. typhimurium: Negative
OECD 473: Chromosome aberration test, Chinese hamster ovaries: Negative
: Not classified
: Not classified. OECD 422: NOAEL, Rat = 1,500 mg/kg/day
: May cause respiratory irritation.
: Not classified
04/30/2015
EN (English)
SDS Ref.: 200
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(DAP) Diammonium phosphate
Safety Data Sheet 200
(DAP) Diammonium phosphate (7783-28-0)
NOAEL (oral,rat,90 days)
250 mg/kg bodyweight/day OECD Guideline 422
Aspiration hazard
: Not classified
SECTION 12: Ecological information
12.1. Toxicity
Ecotoxicity:
EPA Ecological Toxicity rating :
Slightly toxic to practically non -toxic to aquatic organisms based
on the Federal Insecticide Fungicide and Rodenticide Act
(FIFRA) acute toxicity ratings.
Acute Toxicity to Fish:
(Coho salmon, Chinook salmon, Rainbow trout, Bluegill, Large
mouth
Chronic Toxicity to Fish:
No data available
Acute Toxicity to Aquatic
Invertebrates:
(Amphipod) 96-hr: LC50 = 40-52 mg/L; (Snails, worm) 96-hr:
LC50 = 1,005 - 2,472 mg/L.
Chronic Toxicity to
Aquatic Invertebrates:
No data available
Toxicity to Aquatic Plants:
(Selenastrum capricornutum) 72-hr: NOEC (stimulation) = 3.57 mg
DAP/L; NOEC (toxicity) = 97.1 mg DAP/L.
Toxicity to Bacteria:
No data available
Toxicity to Soil Dwelling
Organisms:
No data available
Toxicity to Terrestrial Plants:
No data available
Environmental Fate:
Stability in Water:
Stable
Stability in Soil:
Stable
Transport and Distribution:
Calculated, fugacity level III: 6.5 x 10-15 to air, 45.3% to water,
54.6% to soil, 0.0755% to sediment. Phosphates, whether
water or citrate soluble, are translocated in the soil only over
very short periods and are then immobilized.
Toxicity:
Inorganic phosphates have the potential to increase the growth of freshwater algae, whose eventual
death will
Degradation Products:
Biodegradation:
The Phosphorus cycle is well understood. Phosphates are
converted to calcium or iron/aluminum phosphates or are
incorporated with the organic soil matter.
Photodegradation:
No data available
SECTION 13: Disposal considerations
13.1. Waste treatment methods
Sewage disposal recommendations
Waste disposal recommendations
Additional information
: This material is hazardous to the aquatic environment. Keep out of sewers
and waterways.
: Place in an appropriate container and dispose of the contaminated material
at a licensed site.
: Dispose of waste material in accordance with all local, regional, national,
and international regulations.
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(DAP) Diammonium phosphate
Safety Data Sheet 200
SECTION 14: Transport information
In accordance with DOT / TDG / ADR / RID / ADNR / IMDG / ICAO / IATA
14.1. UN number
No dangerous good in sense of transport regulations.
14.2. UN proper shipping name
Not applicable
14.2 Additional information
Other information : No supplementary information available.
Overland transport
No additional information available
Transport by sea
No additional information available
Air transport
No additional information available
SECTION 15: Regulatory information
15.1. US Federal regulations
(DAP) Diammonium phosphate (7783-28-0)
Listed on the United States TSCA (Toxic Substances Control Act) inventory
SARA Section 311/312 Hazard Classes
Immediate (acute) health hazard
15.2. US State regulations
No additional information available
15.3. Canadian regulations
Diammonium phosphate (7783-28-0)
Listed on the Canadian DSL (Domestic Sustances List) inventory.
WHMIS Classification
Uncontrolled product according to WHMIS classification criteria
This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and
the MSDS contains all of the information required by the CPR.
SECTION 16: Other information
NFPA health hazard
NFPA fire hazard
NFPA reactivity
: 1 - Exposure could cause irritation but only minor
residual injury even if no treatment is given.
: 0 - Materials that will not burn.
: 0 - Normally stable, even under fire exposure conditions,
and are not reactive with water.
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SDS Ref.: 200
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(DAP) Diammonium phosphate
Safety Data Sheet 200
Full text of H- phrases:
Eye Irrit. 2
Serious eye damage/eye irritation Category 2
Skin Irrit. 2
skin corrosion/irritation Category 2
STOT SE 3
H335 — May cause respiratory irritation.
H315
Causes skin irritation
H319
Causes serious eye irritation
Previous PotashCorp MSDS Number : MSDS 4 — Diammonium Phosphate (DAP)
SDS US (GHS HazCom 2012)
Although the information contained is offered in good faith, SUCH INFORMATION IS EXPRESSLY GIVEN WITHOUT ANY WARRANTY (EXPRESS OR IMPLIED) OR ANY
GUARANTEE OF ITS ACCURACY OR SUFFICIENCY and is taken at the user's sole risk. User is solely responsible for determining the suitability of use in each particular
situation. PCS Sales specifically DISCLAIMS ANY LIABILITY WHATSOEVER FOR THE USE OF SUCH INFORMATION, including without limitation any recommendation
which user may construe and attempt to apply which may infringe or violate valid patents, licenses, and/or copyright.
04/30/2015 EN (English)
SDS Ref.: 200
10/10

SiREM
SAFETY DATA SHEET
1. CHEMICAL IDENTIFICATION AND COMPANY INFORMATION
Product Name:
Company Info:
KB-1® PLUS
SiREM
130 Stone Rd. W. Guelph, ON, N1G3Z2
Phone: [phone]
Toll Free, North America: 1-866-251-1747
Fax: [phone]
www.siremlab.com
Emergency Phone Number:
Description:
Recommended Use:
Restrictions on Use:
Rev. No.: 0
Date: 8 January 2016
Page: 1 of 6
519-822-2265 (for 24/7 assistance, contact poison center hotline in your
jurisdiction).
Microbial inoculum (non-pathogenic, non -hazardous) in growth media
consisting of a dilute aqueous solution of mineral salts and nutrients.
Bioremediation of contaminated groundwater.
KB-1® PLUS product intended for laboratory research and field
applications for cleanup of contaminated groundwater. Products are not
intended to be used as human or animal therapeutics, cosmetics,
agricultural or pesticide products, food additives, or as household
chemicals.
2. HAZARDS IDENTIFICATION
GHS Classification: Not classified as "hazardous" per OSHA 29 CFR 1910.1200, "Hazard Communication".
GHS Label elements, including hazard and precautionary statements: Not Applicable.
HMIS
Rating:
Health
Flammability
Physical Hazard
Personal Protection
1
0
0
B*
NFPA
Rating:
Health
Flammability
Reactivity
Special Hazard
1
0
0
N/A
* B = Safety Glasses, Gloves.
A review of available data indicates minimal potential for health effects related to normal use of this product.
Microbial components are non-pathogenic. The product is not expected to be a health hazard as a result of
inhalation of mists, ingestion or skin contact. Eye contact may result in mild irritation/redness. Normal hygiene
precautions should be observed, including eye protection, skin protection, and hand washing. The potential exists for
individuals with hypersensitivity to biological materials to exhibit allergic sensitivity to biological components of this
product (see Section 4, "First Aid Measures").
3. COMPOSITION/INFORMATION ON INGREDIENTS
KB-1® PLUS is a microbial culture grown in an aqueous dilute solution of mineral salts and nutrients classified as
non -hazardous in accordance with provisions of OSHA 29 CFR 1910.1200, "Hazard Communication."
The microbial composition of KB-1®PLUS, as determined by phylogenetic analysis, includes:
KB I
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Date: 8 January 2016
Page: 2 of 6
Dehalococcoides sp.
Geobacter sp.
Methanomethylovorans sp.
Dehalobacter sp.
Dehalogenimonas sp.
Identification of organisms was obtained by matching 16S rRNA gene sequence of organisms in KB-1® PLUS to
other known organisms. The characteristics of related organisms can be used to identify potential or likely
characteristics of organisms in KB-1® PLUS.
4. FIRST AID MEASURES
Avoid direct contact with skin and eyes. In any case of any exposure which elicits a response, a physician should be
consulted immediately.
Route of Entry
Symptoms
First Aid Procedures
Ingestion
Upset stomach, irritation of
Do not induce vomiting. Drink several cups of water.
digestive tract
Seek medical attention.
Skin contact
Skin irritation — reddening, itching
Remove contaminated clothes. Wash skin with plenty of
or inflammation.
water and soap. Seek medical attention if irritation
develops or open wounds are present.
Eye contact
Eye irritation — redness, tearing,
blurred vision.
Rinse immediately with plenty of water for 15 — 20 minutes,
lifting lower and upper eyelids occasionally (remove
contact lenses if easily possible). Seek medical attention if
undue irritation or redness occurs.
Inhalation of mist
Respiratory irritation, coughing,
breathing difficulty.
Remove victim to fresh air. Administer first aid as
appropriate for symptoms. Seek medical attention if serious
symptoms occur.
5. FIRE FIGHTING MEASURES
General:
Suitable extinguishing media:
Special protective equipment and
precautions for firefighters:
Hazardous combustion products:
Toxic gases produced:
Shock/impact sensitivity:
6. ACCIDENTAL RELEASE MEASURES
Method of containment and cleanup:
This material is non-flammable, consisting primarily of water, and poses
no special hazards if involved in a fire situation.
If material is involved in
for surrounding fire.
No special equipment
surrounding fire.
Not applicable.
Not applicable.
Not shock sensitive.
fire situation, use extinguishing media suitable
necessary; use equipment appropriate for
Spilled KB-1® PLUS should be soaked up with sorbent and saturated with
a 10% bleach solution (prepared by making a one in ten dilution of diluted
standard bleach [normally sold at a strength of 5.25% sodium
hypochlorite] to disinfect affected surfaces. Sorbent should be double
siremlab.com

Ventilation:
Eye/skin protection:
Protective equipment for airborne mist:
7. HANDLING AND STORAGE
Handling and storage precautions:
Incompatibilities:
Rev. No.: 0
Date: 8 January 2016
Page: 3 of 6
bagged and disposed of as indicated in Section 13. After removal of
sorbent, area should be washed with 10% bleach solution to disinfect. If
liquid from the culture vessel is present on the fittings, non -designated
tubing or exterior of the stainless steel pressure vessel liquid should be
wiped off and the area washed with 10% bleach solution.
No special ventilation is required in the event of the spill, as the material
consists of water and non-volatile constituents. If the potential for
generation of mist exists, open windows and provide adequate
ventilation. If high levels of mist are encountered, use personal protective
equipment indicated below.
Have eye -washing facilities readily available where eye contact can
occur. Wash skin with soap and water. Use appropriate protective gloves
when handling. Showering and changing into street clothes after work is
recommended.
A NIOSH/MSHA approved dust mask or air purifying respirator with
dust/mist filter is recommended where elevated concentrations of
airborne mist are expected.
Use personal protective equipment (eye & skin protection) and hygiene
measures (hand washing) to minimize contact with the material.
KB-1® PLUS is shipped in stainless steel pressure vessels and
connected to injection lines and inert gas is used to pressurize the
vessel to displace the contents. KB-1® PLUS should be handled with
care to avoid any spillage. Vessels are shipped with 1 to 5 pound per
square inch (psi) pressure; valves should not be opened until
connections to appropriate lines for subsurface injection are in place.
During storage, avoid exposing stainless steel pressure vessels to
undue temperature extremes (i.e., temperatures less than 0°C or
greater than 30°C may result in harm to the microbial cultures and
damage to the vessels). All valves should be in the closed position
when the vessel is not pressurized to prevent the escape of gases and
to maintain anaerobic conditions in the vessel.
Avoid exposure of the culture to air as the presence of oxygen will kill
the microbes.
8. EXPOSURE CONTROLS/PERSONAL PROTECTION
OSHA Permissible Exposure Limits
(PELs):
ACHIH Threshold Limit Values (TLVs):
Engineering controls:
Work practices:
No occupational exposure limits are established for microbial
constituents. Mixture is not classified as "hazardous" in accordance
with 29 CFR 1910.1200 "Hazard Communication," exceedance of
exposure limits is not anticipated either under normal conditions of
use, or as the result of an accidental release.
Generally not required under normal conditions of use. If method of
use will result in significant mist generation, use under conditions of
adequate ventilation.
Use good hygiene practices, avoid mist generation, and minimize
contact with the material as a general precautionary measure.
KB.]:
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Personal protective equipment:
Rev. No.: 0
Date: 8 January 2016
Page: 4 of 6
Under normal conditions of use, wear safety glasses, protective
gloves (latex, vinyl or nitrile) and steel toed footwear as general
precautionary measures, particularly when opening pressure vessel
valves or when pressurizing vessels to inject contents into the
subsurface environment. For laboratory use, also wear lab coat. For
higher risk of eye contact, wear safety goggles or face shield, as
appropriate. Respiratory protection is not required under normal
conditions of use (see Section 6, "Accidental Release Measures."
9. PHYSICAL AND CHEMICAL PROPERTIES
Appearance, physical state: Aqueous liquid, dark grey, slightly turbid under anaerobic conditions,
pink if exposed to air (oxygen).
Odor: Pungent ("skunky") odor.
Solubility: Soluble in water.
pH: 6.5 — 7.5
Melting range Not determined, approximately equivalent to water.
Vapor density: Not determined, approximately equivalent to water.
Vapor pressure: Not determined, approximately equivalent to water.
Relative density: Not determined, approximately equivalent to water.
Evaporation rate: Not determined, approximately equivalent to water.
Initial Boiling point, boiling range Not determined, approximately equivalent to water.
Flammability Not flammable.
Partition coefficient Not Applicable.
Auto -ignition temperature Not Applicable.
Decomposition temperature: No data, bacterial contents will decompose by heating.
Flash point Not Applicable.
Flammable limits Not Applicable.
10. STABILITY AND REACTIVITY
Chemical stability and reactivity:
Possibility of hazardous reactions:
Conditions to avoid:
Incompatible materials:
Hazardous decomposition products:
Shock sensitivity:
Stable and non -reactive.
Stable. Spontaneous hazardous chemical reactions / decomposition
will not occur.
Maintain under anaerobic conditions to preserve product integrity
(exposure to air/oxygen will kill microbes).
Strong oxidizers, acids, water reactive materials.
Not applicable.
Not shock sensitive; will not decompose and form shock sensitive
compounds.
KB.]:
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11. TOXICOLOGICAL INFORMATION
Potential for pathogenicity: KB-1° PLUS has tested negative (i.e., the organisms are not present) for a variety of
pathogenic organisms indicated below:
Pathogenic Organisms
Disease(s) Caused
Test Results
Salmonella sp.
Typhoid fever, gastroenteritis
Not Detected
Listeria monocytogenes
Listerioses
Vibrio sp.,
Cholera, gastroenteritis
"
Campylobacter sp.,
Clostridia sp.,
Bacillus anthracis
Bacterial diarrhea
Food poisoning, botulism, tetanus, gas gangrene
Anthrax
"
Pseudomonas aeruginosa
Wound infection
Yersinia sp.,
Yeast and Mold
Bubonic plague, intestinal infection
Candidiasis, yeast infection, etc.
Fecal coliforms
Indicator organisms for many human pathogens
diarrhea, urinary tract infections
Enterococci
Various opportunistic infections
"
While there is no evidence that virulent pathogenic organisms are present in KB-1® PLUS, there is potential that
certain organisms in KB-1® PLUS may have the potential to act as opportunistic (mild) pathogens, particularly in
individuals with open wounds and/or compromised immune systems. For this reason standard hygienic procedures
such as hand washing after use should be observed.
12. ECOLOGICAL INFORMATION
This product is not rated as "hazardous" as either an acute or chronic ecological hazard, in accordance with the
OSHA Hazard Communication standard, 29 CFR 1910.1200.
13. DISPOSAL CONSIDERATION
Material must be disinfected or sterilized prior to disposal. Consult local regulations prior to disposal.
14. TRANSPORT INFORMATION
U.S. (D.O.T.):
Canada (T.D.G.)
Proper Shipping Name: Culture of Micro-organisms
Hazard Class: Not Applicable
UN/NA: Not Applicable
Labels: Not Applicable
Proper Shipping Name: Culture of Micro-organisms
Hazard Class: Not Applicable
UN/NA: Not Applicable
Labels: Not Applicable
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Date: 8 January 2016
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International:
IMDG:
IATA:
Proper Shipping Name: Culture of Micro-organisms
Hazard Class: Not Applicable
UN/NA: Not Applicable
Labels: Not Applicable
Proper Shipping Name: Culture of Micro-organisms
Hazard Class: Not Applicable
UN/NA: Not Applicable
Labels: Not Applicable
15. REGULATORY INFORMATION
TSCA: No
SARA TITLE III
Section 302 (EHS) Ingredients: No
Section 313 Ingredients: No
Section 304 (EHS/CERCLA) Ingredients: No
SARA TITLE III NOTIFICATION INFORMATION
Acute Health Hazard: No
Chronic Health Hazard: No
Fire Hazard: No
Sudden Release of Pressure Hazard: No
16. OTHER INFORMATION
SiREM provides the information contained herein for hazard communication and safety planning purposes, based on
existing information on each of the product components available in the literature; no independent testing was
conducted on the final product. The above information is intended to be used only as a guide to the appropriate
precautionary handling of this material by a properly trained person.
KB1
siremiab.com