WI0501094_Notification of Intent (NOI) – GW Remediation_20220614 (2)

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: May 20 , 2022
PERMIT NO. (to be filled in by DWR)
NOTE- If this NOI is being submitted as notification of a modification of a previously issued NOI for this site (e.g.,
different injection wells, plume, additives, etc.) and still meets the deemed permitted by rule criteria, provide the
previously assigned permit tracking number and any needed relevant information to assess and approve injection:
A.
B.
Permit No. WI0501070 Issued Date: March 9, 2021
WELL TYPE TO BE CONSTRUCTED OR OPERATED
(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) Small -Scale Injection Operation Complete sections B through M
(5) X 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
Deemed Permitted GW Remediation NOI Rev. 2-17-2020
Page 1

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:
Name(s): Eaton Corporation: Jeffrey P. Allen
Mailing Address: Mail Code 4S, 1000 Eaton Blvd
City: Cleveland State: OH Zip Code: 44122 County: Cuyahoga
Day Tele No.: 440-523-4777 Cell No.:
EMAIL Address: [e-mail] Fax No.:
D. PROPERTY OWNER(S) (if different than well owner/applicant)
Name and Title: Same as the well owner
Company Name
Mailing Address:
City: State: Zip Code: County:
Day Tele No.: Cell No..
EMAIL Address: Fax No.:
E. PROJECT CONTACT (Typically Environmental Consulting/Engineering Firm)
Name and Title: Bilgen Yuncu, Project Manager
Company Name Draper Aden Associates (DAA)
Mailing Address: 114 Edinburgh South Drive Suite 200
City: Cary State: NC Zip Code: 27513 County: Wake
Day Tele No.: 919-582-7267 Cell No.:
EMAIL Address: [e-mail] Fax No.:
F. PHYSICAL LOCATION OF WELL SITE
(1) Facility Name & Address: Eaton Corporation
2564 Durham Road
City: Roxboro County: Person Zip Code: 27573
(2) Geographic Coordinates: Latitude**: 36 ° 21 ' 34 " or
Longitude**: 78 ° 59 ' 11.24 " or
Reference Datum: Accuracy:
°
°
Method of Collection: Google Maps
**FOR AIR INJECTION AND AQUIFER TEST WELLS ONLY: A FACILITY SITE MAP WITH PROPERTY
BOUNDARIES MAY BE SUBMITTED IN LIEU OF GEOGRAPHIC COORDINATES.
G. TREATMENT AREA
Land surface area of contaminant plume: 810,000 square feet
Land surface area of inj. well network: 1,500 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)
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 2

H. INJECTION ZONE MAPS — Attach the following to the notification.
(1) 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
(2) 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.
(3) Potentiometric surface map(s) indicating the rate and direction of groundwater movement, plus existing
and proposed wells.
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:
DAA will inject EOS Pro (emulsified vegetable oil) and BAC-9 (bioaugmentation culture) supplied by EOS
Remediation, LLC to stimulate reductive dechlorination of PCE and associated daughter products in deep aquifer
source zone. Two wells will be installed in partially weathered bedrock (PWR)/competent bedrock. Each well
will be intended to be screened from 30 to 40 ft bls to inject in the PWR/bedrock zone. However, the screened
interval of the proposed two wells will be adjusted based on site geology. The estimated total volume of
amendments and dilution water is about 1,590 gallons and chase water is 1,900 gallons. The target flow rate at
each point is between 0.5 and 1 gallon per minute (gpm) which was estimated from previous injection activities
(i.e., field -observed injection rates and subsequent performance monitoring). Amendment will be injected in up
to two injection locations for a total flow rate between 0.5 and 1 gpm resulting in an estimated injection duration
of about six days.
J. WELL CONSTRUCTION DATA
(1) No. of injection wells: 2 Proposed Existing (provide NC Well
Construction Record (GW-1) for each well)
(2) Appx. injection depths (BLS): — 35 ft bls for proposed wells
(3) For Proposed wells or Existing wells not having GW-ls, 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
Well ID
Installation
Date
PVC
Riser
(Casing)
(ft bls)
PVC
Screen
Interval
(ft bls)
Grout
(ft bls)
Bentonite
(ft bls)
Sand Pack
(ft bls)
Well Type
Well
Contractor
IW-27B
and
IW-28B
Proposed
0 - 30
30-40
0-23
23-28
28-40
Permanent
TBD
Deemed Permitted GW Remediation NOI Rev. 2-17-2020
Page 3

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: EOS PRO Total Amt. to be injected (gal)/event: 265
Injectant: BAC-9 Total Amt. to be injected (gal)/event: 1
Injectant: Water Total Amt. to be injected (gal)/event: 3,225
Injectant: Total Amt. to be injected (gal)/event:
Injectant: Total Amt. to be injected (gal)/event:
Total Amt. to be injected (gal/event): 3,491
No. of separate injection events:1 Total Amt. to be injected (gal): 3,491
Source of Water (if applicable): Hydrant on site
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.
Baseline sampling will be conducted after two injection wells are installed and developed, prior to the injections.
Each newly installed injection well pair will be sampled for Volatile Organic Compounds (VOCs). One
monitoring well (MW-52D) near the injection area will also be sampled for VOCs, total organic carbon (TOC),
sulfate, nitrate, total and dissolved iron and manganese, alkalinity, methane/ethane/ethene (MEE) and molecular
biological tools (MBTs) . Approximately three months following the injection test, monitoring well MW-52D
will be sampled for VOCs, TOC, sulfate, nitrate, total and dissolved iron and manganese, alkalinity, MEE and
MBTs. One newly installed injection well will also be sampled for VOCs.
Prior to sampling, water levels will be gauged at each of the wells. The wells selected for sampling will then be
purged with a peristaltic pump and one -time -use new tubing using low -flow purging and sample collection
procedures. During well purging, the water quality indicator parameters pH, temperature, dissolved oxygen
(DO), oxidation-reduction potential (ORP), conductivity, and turbidity will be measured at three to five-minute
intervals until these parameters stabilize within specific ranges. Following purging, groundwater samples will
be collected and submitted to a North Carolina certified laboratory for VOCs by EPA8260D, TOC by SM 5310B,
alkalinity by SM 2320B, nitrate by HACH 10206, sulfate by EPA 9056A, total and dissolved iron and manganese
by EPA 6010D, and MEE by RSK 175 and to Microbial Insights, Inc. in Knoxville, TN for MBTs by CENSUS
analyses.
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 4

M. SIGNATURE OF APPLICANT AND PROPERTY OWNER
Well Owner/Applicant: "I hereby cert, 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, I 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 02CO200 Rules."
f
cant
Jeffrey Allen, Environmental, Health, Safety and Security Manager
Print or Type Full Name and Title
Property Owne (if the property is not owned by the Well Owner/Applicant):
"As owner of the property 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
(15,4 NCAC 02C . 0200). "
"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.
Same as the applicant
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]
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 5

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•
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BEDROCK INJECTION WELL LOCATION
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PROPOSED BEDROCK INJECTION WELL
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70
140
SCALE IN FEET
a Draper Aden Associates
Engineering • Surveying • Environmental Services
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
919-873-1060 Fax: [phone]
www.daa.com
NC Firm License # C-0861
• Richmond, VA
• Blacksburg, VA
• Charlottesville, VA
• Hampton Roads, VA
• Fayetteville, NC
• Northern Virginia
• Virginia Beach, VA
NOTES:
1) SITE PLAN BASED ON PLAT OF SURVEY COMPLETED BY
HAMLETT-JENNINGS AND ASSOCIATES, DATED NOVEMBER 2010.
EATON CORPORATION
2564 DURHAM ROAD
ROXBORO, NORTH CAROLINA
PROPOSED INJECTION PLAN
FIGURE:
1
T:\Env-NC\CAD Files\Eaton Corporation\Eaton Roxboro\Current Drawings\2022 Pilot Study.dwg

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SHALLOW MONITORING WELL LOCATION
DEEP MONITORING WELL LOCATION
f8( RECOVERY WELL LOCATION
▪ TEMPORARY WELL LOCATION
• EXISTING SSD SUMP
APPROXIMATE SSD TRENCH LOCATION
SITE BOUNDARY
• SAPROLITE / PWR INJECTION WELL
LOCATION
•
•
BEDROCK INJECTION WELL LOCATION
(APPROXIMATE)
PROPOSED BEDROCK INJECTION WELL
LOCATION (APPROXIMATE)
— G— UNDERGROUND GAS LINE
- PII- UNDERGROUND PHONE LINE
-E- UNDERGROUND ELECTRIC LINE
STORM WATER SYSTEM
FENCE, CHAIN LINK
WOODED AREA
A - At CROSS SECTION LINE
0
200
400
SCALE IN FEET
a Draper Aden Associates
Engineering • Surveying • Environmental Services
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
919-873-1060 Fax: [phone]
ww.daa.com
NC Fi m License # C-0861
• Richmond, VA • Hampton Roads, VA
• Blacksburg, VA • Fayetteville, NC
• Charlottesville, VA • Northern Virginia
• Virginia Beach, VA
NOTES:
1) SITE PLAN BASED ON PLAT OF SURVEY COMPLETED BY
HAMLETT-JENNINGS AND ASSOCIATES, DATED NOVEMBER 2010.
EATON CORPORATION
2564 DURHAM ROAD
ROXBORO, NORTH CAROLINA
CROSS SECTION INDEX
FIGURE:
2
T:\Env-NC\CAD Files\Eaton Corporation\Eaton Roxboro\Current Drawings\2022 Pilot Study.dwg

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ROCK FRAGMENTS AND IRON AND MANGANESE OXIDE
PRECIPITATION ALONG FRACTURES.
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WEATHERED TO SANDY -CLAYEY SILT ALONG NUMEROUS
FRACTURES AND SOFT ENOUGH TO PENETRATE WITH AN
AUGER.
MVB = METAVOLCANIC BEDROCK, FOLIATED FELSIC METAVOLCANICS
INTERBEDDED WITH HIGHLY SLICEOUS, FLOW -BANDED
METAVOLCANICS.
LITHOLOGY FOR MW-45D, MW-51 D, AND MW-52D BASED ON DRILLERS
LOGS ONLY.
V 622.30 SAPROLITE WELL WATER LEVEL DECEMBER 2021
PCE= 29.70
Y 613.44 BEDROCK WELL WATER LEVEL DECEMBER 20201
APPROXIMATE WATER TABLE BEDROCK
WELL SCREEN
TETRACHLOROETHENE (PCE) CONCENTRATION IN
MICROGRAMS PER LITER (ug/L) DECEMBER 2021
570
ESTIMATED EXTENT OF PCE IN GROUNDWATER (ug/L)
PCE NCAC 2L STANDARD - 0.7 ug/L
EXISTING INJECTION POINT(S) PROJECTED ONTO
CROSS SECTION WITH TOTAL DEPTHS
PROPOSED INJECTION POINT(S) PROJECTED ONTO
CROSS SECTION WITH TOTAL DEPTHS
a Draper Aden Associates
Engineering • Surveying • Environmental Services
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
919-873-1060 Fax: [phone]
ww.daa.com
NC Firm License # C-0861
• Richmond, VA • Hampton Roads, VA
• Blacksburg, VA • Fayetteville, NC
• Charlottesville, VA • Northern Virginia
• Virginia Beach, VA
NOTES:
HORIZONTAL SCALE: 1" = 150'
VERTICAL SCALE: 1" = 15'
VERTICAL EXAGGERATION = 10
SITE PLAN BASED ON PLAT OF SURVEY COMPLETED BY
HAMLETT-JENNINGS AND ASSOCIATES, DATED NOVEMBER 2010.
EATON CORPORATION
2564 DURHAM ROAD
ROXBORO, NORTH CAROLINA
CROSS SECTION A - A'
FIGURE:
3
T:\Env-NC\CAD , ..__.,project Files\Eaton Corporation\Eaton Roxboro\Current Drawings\2022 Pilot Study.dwg

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LEGEND
• SHALLOW MONITORING WELL LOCATION
• DEEP MONITORING WELL LOCATION
181 RECOVERY WELL LOCATION
• TEMPORARY WELL LOCATION
PROPOSED BEDROCK INJECTION WELL
•
LOCATION (APPROXIMATE)
SITE BOUNDARY
FENCE, CHAIN LINK
WOODED AREA
�— GROUNDWATER CONTOUR (ESTIMATED)
642.73 GROUNDWATER ELEVATION
(FEET ABOVE MEAN SEA LEVEL)
GROUNDWATER FLOW DIRECTION
(ESTIMATED)
NG NOT GAUGED
0
250
500
SCALE IN FEET
a Draper Aden Associates
Engineering • Surveying • Environmental Services
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
919-873-1060 Fax: [phone]
ww.daa.com
NC Fi m License # C-0861
• Richmond, VA • Hampton Roads, VA
• Blacksburg, VA • Fayetteville, NC
• Charlottesville, VA • Northern Virginia
• Virginia Beach, VA
NOTES:
1) SITE PLAN BASED ON PLAT OF SURVEY COMPLETED BY
HAMLETT-JENNINGS AND ASSOCIATES, DATED NOVEMBER 2010.
EATON CORPORATION
2564 DURHAM ROAD
ROXBORO, NORTH CAROLINA
SHALLOW GROUNDWATER
POTENTIOMETRIC SURFACE MAP
DECEMBER 2021
FIGURE:
4
T:\Env-NC\CAD Files\Eaton Corporation\Eaton Roxboro\Current Drawings\2022 Pilot Study.dwg

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DEEP MONITORING WELL LOCATION
RECOVERY WELL LOCATION
TEMPORARY WELL LOCATION
PROPOSED BEDROCK INJECTION WELL
LOCATION (APPROXIMATE)
SITE BOUNDARY
FENCE, CHAIN LINK
WOODED AREA
�— GROUNDWATER CONTOUR (ESTIMATED)
622.70
0
GROUNDWATER ELEVATION
(FEET ABOVE MEAN SEA LEVEL)
GROUNDWATER FLOW DIRECTION
(ESTIMATED)
250
500
SCALE IN FEET
a Draper Aden Associates
Engineering • Surveying • Environmental Services
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
919-873-1060 Fax: [phone]
ww.daa.com
NC Fi m License # C-0861
• Richmond, VA • Hampton Roads, VA
• Blacksburg, VA • Fayetteville, NC
• Charlottesville, VA • Northern Virginia
• Virginia Beach, VA
NOTES:
1) SITE PLAN BASED ON PLAT OF SURVEY COMPLETED BY
HAMLETT-JENNINGS AND ASSOCIATES, DATED NOVEMBER 2010.
EATON CORPORATION
2564 DURHAM ROAD
ROXBORO, NORTH CAROLINA
DEEP GROUNDWATER
POTENTIOMETRIC SURFACE MAP
DECEMBER 2021
FIGURE:
5
T:\Env-NC\CAD Files\Eaton Corporation\Eaton Roxboro\Current Drawings\2022 Pilot Study.dwg

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181 RECOVERY WELL LOCATION
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•
LOCATION (APPROXIMATE)
SITE BOUNDARY
FENCE, CHAIN LINK
WSJ WOODED AREA
ESTIMATED LATERAL EXTENT OF
TETRACHLOROETHENE (PCE) IN
GROUNDWATER (0.7 pg/L)
(DASHED WHERE INFERED)
247 MICROGRAMS PER LITER ( pg/L)
J ESTIMATED CONCENTRATION
<0.16 CONSTITUENT NOT DETECTED ABOVE
0
PCE CONCENTRATIONS SHOWN IN
LABORATORY REPORTING LIMIT
250
500
SCALE IN FEET
a Draper Aden Associates
Engineering • Surveying • Environmental Services
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
919-873-1060 Fax: [phone]
www.daa.com
NC Firm License # C-0861
• Richmond, VA
• Blacksburg, VA
• Charlottesville, VA
• Hampton Roads, VA
• Fayetteville, NC
• Northern Virginia
• Virginia Beach, VA
NOTES:
1) SITE PLAN BASED ON PLAT OF SURVEY COMPLETED BY
HAMLETT-JENNINGS AND ASSOCIATES, DATED NOVEMBER 2010.
2) DATA FROM SAMPLES COLLECTED DECEMBER 2020.
3) DATA FROM RECOVERY WELLS NOT USED.
4) TETRACHLOROETHENE NCAC 2L STANDARD - 0.7 pg/L.
EATON CORPORATION
2564 DURHAM ROAD
ROXBORO, NORTH CAROLINA
PCE ISOCONCENTRATION MAP
SHALLOW ZONE
DECEMBER 2021
FIGURE:
6
T:\Env-NC\CAD Files\Eaton Corporation\Eaton Roxboro\Current Drawings\2022 Pilot Study.dwg

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036J
YW-35
W-40
MOWED
W-2
4 .
or-4
•Yw-,9
7/
TOOL ROOM
.602
<040
MW-31
WOODED
CONCNE1E PARKING
5
THREE
RAMS
ROOM
SCALE
ON) #
EATON FACILITY
B•94
o7
4
ASPHALT PARKING
WOODED
L 20' SANITARY SEWER
EASEMENT
4/W-32
WW-448
YEFMA
0 0
YW-HC
31S
1,W-33S0YW-33o
YW-34e
i0 ROXBORO +
•
•
LEGEND
SHALLOW MONITORING WELL LOCATION
DEEP MONITORING WELL LOCATION
RECOVERY WELL LOCATION
TEMPORARY WELL LOCATION
PROPOSED BEDROCK INJECTION WELL
LOCATION (APPROXIMATE)
SITE BOUNDARY
FENCE, CHAIN LINK
J WOODED AREA
475
J
<0.16
0
ESTIMATED LATERAL EXTENT OF
TETRACHLOROETHENE (PCE) IN
GROUNDWATER (0.7 pg/L)
(DASHED WHERE INFERED)
PCE CONCENTRATIONS SHOWN IN
MICROGRAMS PER LITER ( pg/L)
ESTIMATED CONCENTRATION
CONSTITUENT NOT DETECTED ABOVE
LABORATORY REPORTING LIMIT
250
500
SCALE IN FEET
a Draper Aden Associates
Engineering • Surveying • Environmental Services
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
919-873-1060 Fax: [phone]
www.daa.com
NC Firm License # C-0861
• Richmond, VA
• Blacksburg, VA
• Charlottesville, VA
• Hampton Roads, VA
• Fayetteville, NC
• Northern Virginia
• Virginia Beach, VA
NOTES:
1) SITE PLAN BASED ON PLAT OF SURVEY COMPLETED BY
HAMLETT-JENNINGS AND ASSOCIATES, DATED NOVEMBER 2010.
2) DATA FROM SAMPLES COLLECTED DECEMBER 2020.
3) DATA FROM RECOVERY WELLS NOT USED.
4) TETRACHLOROETHENE NCAC 2L STANDARD - 0.7 pg/L.
EATON CORPORATION
2564 DURHAM ROAD
ROXBORO, NORTH CAROLINA
PCE ISOCONCENTRATION MAP
DEEP ZONE
DECEMBER 2021
FIGURE:
7
T:\Env-NC\CAD Files\Eaton Corporation\Eaton Roxboro\Current Drawings\2022 Pilot Study.dwg

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

BAC-9
EOS Remediation, LLC
SAFETY DATA SHEET
Section 1: Identification
Product Name:
BAC-9 aka SDC-9
Chemical Description:
Manufacturer:
Non -toxic, naturally occurring, non-pathogenic, non -genetically altered
anaerobic microbes in a water -based medium
Aptim
17 Princess Road
Lawrenceville, NJ 08648
609-895-5340
Recommended Use:
Groundwater bioremediation
environmental applications
Restricted Use:
Not for human consumption.
24-Hour Emergency Contact:
CHEMTREC
(P): 800-424-9300
Section 2: Hazard(s) Identification
Hazard Classification:
Irritant (skin and eye)
Signal Word:
Warning
Hazard Statement(s):
Potential eye and skin irritant in hypersensitive humans.
Pictograms:
Precautionary Statement(s):
Not for human consumption. Avoid contact with eyes and skin. Wear
protective gloves and eye protection.
Section 3: Composition/Information on Ingredients
Common Name(s)
Microbial consortium in water
(comprised of microorganism of
the genera Dehalococcoides)
CAS NO.
N/A
by Weight
100
Section 4: First -Aid Measures
Routes of Exposure
Inhalation
Eye Contact
Skin Contact
Ingestion
Emergency First -Aid Procedures
Get medical attention if allergic symptoms develop.
Flush eyes with plenty of water for at least 15 minutes.. Get medical
attention if irritation occurs.
N/A
Thoroughly rinse mouth with water. Do not induce vomiting unless directed
to do so by medical personnel. Get immediate medical attention.
Section 5: Fire -Fighting Measures
Extinguishing Media:
CO2, foam, dry chemical
EOS Remediation, LLC

BAC-9
SAFETY DATA SHEET
Special Fire Fighting Procedures:
Fire Hazard(s):
None
None
Section 6: Accidental Release Measures
Personal Precautions:
Emergency Procedures:
Avoid contact with skin or eyes.
N/A
Methods & Materials used for
Containment:
Cleanup Procedures:
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:
Use personal protective equipment recommended in Section 8.
Keep containers tightly closed in a cool, well -ventilated area. The DHC
microbial consortium can be supplied in stainless steel kegs designed for
maximum working pressure of 130 psi and equipped with pressure relief
valves. The kegs are pressurized with Nitrogen up 15 psi. Do not exceed
pressure of 15 psi during transfer of DHC microbial consortium from kegs.
Do not open keg if content of the keg is under pressure.
BAC-9 may be stored for up to 3 weeks at a temperature range of 2-4°C
without aeration. Avoid freezing.
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. N95 respirator if aerosols might be generated.
Hand Protection:
Protective gloves are recommended.
Eye Protection:
Recommended. An eyewash station in the work area is recommended.
Engineering Measures:
Local exhaust ventilation if aerosols are generated
Hygiene Measures:
Wash promptly with soap & water following skin contact.
Other Protection:
Wear appropriate clothing to prevent skin contact.
EOS Remediation, LLC
2

BAC-9
SAFETY DATA SHEET
Section 9: Physical and Chemical Properties
Appearance:
Light greenish
murky liquid
Explosive Limits:
N/A
Odor:
Musty
Vapor Pressure:
24 mm Hg
Odor Threshold:
N/A
Vapor Density:
N/A
pH:
6.0-8.0
Relative Density:
0.9-1.1
Melting Point/Freezing Point:
0°C
Solubility:
Soluble
Boiling Point:
100°C
Partition coefficient:
NE
Flash Point:
N/A
Auto -ignition Temperature:
N/A
Evaporation Rate:
0.9-1.1
Decomposition Temperature:
N/A
Flammability (solid, gas):
N/A
Viscosity:
NE
Section 10: Stability and Reactivity
Stability:
Stable
Incompatibility:
Water -reactive materials
Hazardous Decomposition
Products:
None
Hazardous
Reactions/Polymerization:
Conditions to Avoid:
None
None
Section
Routes
11: Toxicological Information
Ingestion, Eye Contact
of Exposure:
Signs and Symptoms of Exposure:
� Ingestion of large quantities may result in abdominal discomfort including
nausea, vomiting, cramps, diarrhea, and fever.
Skin may become irritated upon prolonged contact. Hypersensitive
individuals may experience allergic reactions.
May cause eye irritation unless immediately rinsed.
Health Hazards
Acute:
Irritation of the skin or eyes. Ingestion may result in abdominal discomfort.
Chronic:
None
Carcinogenicity
NTP:
No
IARC:
No
OSHA:
No
Section 12: Ecological Information (non -mandatory)
Ecotoxicity: this material will degrade in the environment
EOS Remediation, LLC
3

BAC-9
SAFETY DATA SHEET
Section 13: Disposal Considerations (non -mandatory)
Waste Disposal Methods:
Dispose of according to Federal and local regulations for non -hazardous
waste. Recycle, if practical.
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
Section 16: Other Information
Date of Preparation:
15 August 2014
Last Modified Date: 12 August 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.
EOS Remediation, LLC 4