WI0600220_DEEMED FILES_20200130

D~ t.,v..le) 6 o 02 2 o
WELL CONSTRUCTION RECORD (GW-1) l For Internal Use Only:
1. Well Contractor Information: . \G ~~ 1..-.--------------'
~ e)~ · 14. WATER ZONES
FROM TO DESCRIPTION Well Contractor Name
ft. ft. 4L! 10-~ ,n?(\ ~~~,a 1,,w-ft. ft.
NC Well Contractor Certification Number 15. 0UTER CASING (for mnlti-cased wells) OR LINER (if aoolicablel \Ledo'X! ,~ LLC -· FROM l !fO DIAMETER TlllCKNESS MATERIAL
..; ft, ft. in.
Company Name
" 16, INNER CASING OR TUBING fteothermal closed-loo11l
2. Well Construction Permit#: Wi 0,002.2.0 FROM TO DIAMETER TlllCKNESS MATERIAL
list all applicable well construction permits (i.e. UIC, County, State. Variance, etc.) ft. ft. in.
3. Well Use (check well use): ft. ft. in.
Water Supply Well: 17.SCREEN
FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL D Agricultural QMunicipal/Public 2o ft. 10 ft. ,, z..s in. c:>.)CIJbl& ~tc_. +P
QGeothennal (Heatlng/Cooling Supply) 0Residential Water Supply (single) ft. ft. in. '
t)rndustrial/Commercial 0Residential Water Supply (shared) 18.GROUT
hlrri11ation FROM TO MATERIAL EMPLACEMENT METHOD & AAIOUNT
Non-Water Supply Well: ft. ft.
7Monitoring 0Recovery ft. ft.
Injection Well:
(JiAquifer Recharge ~oundwater Remediation
ft, ft.
QAquifer Storage and Recovery Qsalinity Barrier
19. SAND/GRAVEL PACK (if applicable)
FROM TO MATERIAL EMPLACEMENT METHOD
QAquifer Test ,· Ostonnwater Drainage ft. ft.
QExperimental Technology Qsubsidence Control ft, ft,
t]Geothermal (Closed Loop) 0Tracer 20. DRILLING LOG (attach additional sheets if necessary)
ilGeothennal (Heating/Cooling Return) n Other ( explain under #21 Remarks) FROM TO DESCRlPTTON rcolor, hardness, soil/rock l\'De .. !:!rain size, etc.)
ft. ft. ,vijrc,h.,... louis c,i-1/ttv~_)
t·ll 11 I 1'\ IA-1-G-4. Date Well(s) Completed: Well ID# ft. ft, IJ u
5a. Well Location: fl, ft.
tl)f"Mv ~..\vii' &~o~-.. 4.-oi.l"\
ft. ft.
Facility/Owner Name Facility ID# (if applicable) ft. Ct.
\6'\oo ~ee.n ~-~hs-v-j ; ~ 2S3S'Z. ft. ft.
Physical Address, City, and Zip fl, ft.
~-\-\<A~ Cew\1,,,-\-, 21.REMARKS
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: -----· ~-·-·•'
(if well field, one lat/long is sufficient) ,~~ gi..f, +'l} 2.LIS N -::,.q . ..,, IJ5 6 w 1 [l:J-L io·to
or [91fuiporary 6. Is(are) the well(s)QPermanent ~~.iiw,11,~•-• o,,•
0Yes or~
;orm, I hereby cert/fy thal 1he well(s) was (were) constructed in accordance
7. Is this a repair to an existing well: C 02C .0/00 or 15A NCAC 02C .0200 Well Construction Standards and thal a
ord has been orovided to the well owner. If th,s 1s a repa,r, fill oul known well construcllon m/01 matwn and exp/am the natu, e of the •
repair under #21 remarks section or on the back of this form.
'PY f
8. For GeoprobeIDPT or Closed-Loop Geothermal Wells having the same
construction, onlv I GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled: L.(t:J .
9. Total well depth below land surface: ___ J-/_' '--C/ __ {),_......::;1::.cCJ::...__• __ (ft.)
For multiple wells list all depths if different (example-3@200 · and 2@/ 00')
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this fo!1Il within 30 days of completion of well
construction to the following:
10. Static water level below top of casing: ____________ (ft.) Division of Water Resources, Information Processing Unit,
If water level is above casing, 11se "+" II 1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: J, Z 5 (in.)
12. Well construction method: __ _.O=--\_ftv"---r-k __ V,_1._l-5-=-\...--------
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) _______ Method of test: _______ _
13b. Disinfection type: ______ _ Amount: ________ _
24b. For Iniection Wells: In addition to sending the fo!1Il to the address in 24a
above, also submit one copy of this fonn within 30 days of completion of well
construction to the following;
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Suµpl l' & Injection Wells: In addition to sending the fonn to
the address(es) above, also submit one copy of this fo!1Il within 30 days of
completion of well construction to the county health department of the county
where constructed.
FonuGW-1 North Carolina Department.of Environmental Quality-Division ofWa1er Resources Revised 2-22-2016
WELL ABANDONMENT RECORD
For Internal Use ONLY,
Physical Address, City, and Zip
(4
County
1. Well Contractor Information:
bitc-i
Well Contractor Name (or well owner personally abandoning welt on his/her propettyy
NC Well Contractor Certification Number
Company Name
2. Weil Construction Permit #: 1 1 2.Z-D
List all applicable well construction permits (La UIC. County: Mare, Variance. etc) ijl known
3. Well use (check well use):
Water Supply Wen:
❑ Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ bidustriaivCon nterc(al
❑ ftrittation
❑MunicipaifPuhiic
❑Rcsideniial Water Supply (single)
❑Residential Water Supply (shared)
Nen-Water Supply Well:
❑Monitoring
❑Recovery
Injection Welt:
ID Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
roundwater Remediation
CSalinity Barrier
❑Stormwater Drainage
❑ Subsidence Control
❑ Tracer
❑Other (explain under 7W
d, Date well(s) abandoned: 12111 )141
Sa. Wed ktcation:
ir~
f U► ilk ect c or, 47;n
Facility/Owner Name
Facility ID# (if appl icabie)
14goo ,44,,erzieeel . c n.0,..v-� 3C zest z
Parcel Identification No. {PIN)
56. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well Held, one larlioag is sufficient)
31-11-91-LNS N
w
CONSTRUCTION DETAILS OF WELLS). BEING ABANDONED
Aired' well construction record(:) 4favotlabre For mullipte infection nr Rua-wetersrtppiy erect,
ONLY wish the snow construction-•/nbnedoirmest• youcan submit one farm
fin. Well ID#: 1 4 w •-6••
6b. Total well depth: 2c) (ft.)
6r. Borehole diameter: 1' -6 (in.)
fid. Water level below ground surface: (fit.)
6c. Outer casing length (if known): (It.)
6f. Inner casing/tubing length {if known): (ft.)
6g. Screen length (if known): (ft.)
Fang W-30
ALL ABANDONMENT DETAILS
7g. For GeoprobelDPT or Closed -Loop Geothermal Wells having the same
well construction/depth, only 1 GW Ups needed, Indicate TOTAL NUMBER of
wells abandoned: i--��
76. Approximate volume of water remaining in well(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c- Type of disinfectant used:
7d. Amount of disinfectant used:
le. Sealing materials used (check all that apply
El Neat Cement Grout
0 Sand Cement Grout
C1 Concrete Grout
CI Specialty Grout
CIBentonite Slurry
Bentonite Chips or Pellets
O Dry Clay
❑ Drill Cuttings
O Gravel
0 Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
7g. Provide a brief d
escription of the abandonment procedure:
`,4
►�- +10 e
S. Certification:
Signature of ■ . t d W .'rtractoror Well Owner
Dot
B,. ning this form. 1 hereby cereffr Char the well(s) was (were) abandoned in
rceordance with 15A NG4C 02C .0100 or 2C 0200 Well Construction Standards
and that a ropy of this record has been provided to the well owner.
9. Site diagram or additional welt details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
1Oa. For Ali Wells: Submit this form within 30 days of completion of well
abandonment to the following;
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Injection Wells: in addition to sending the form to the address in I0a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mall Service Center, Raleigh, NC 27699-1636
10c. For Water Simply & Infection Wells: In addition to sending the form to the
addresses) above, also submit one copy of this form within 30 days of completion
of well abandonment to the county health department of the county where
abandoned.
North Carolina Department of Environmental Quality - Division o: Water Resources Revised 2.22 2016

North Carolina Department of Environmental Quality - Division of Water Resources
INJECTION EVENT RECORD (IER)
Permit Number WI 060021-O
Permit Information
Perrnittee
c3?-6ttai CorvorAfeel I-tu 11
Facility Name
16%12 Ar .,✓ffi 12.d. LuAfio is 241351
Facility Address (include County)
/
2. Injection Contractor Ynformation
)edO)C Tr
Injection Contractor / Company Name
Street Address 2.00 a a.d,Or.
State Zip Code
(q )b —OiIt'
Area code — Phone number
3. Well luformation
Number of wells used for injection gel
Well IDs a A -
Were any new wells installed during this injection
ev
Yes ❑ No
If yes, please provide the following information:
Number of Monitoring Wells
Number of Injection Wells 11
Type of Well Installed (Check applic
❑ Bored ❑ Drilled
❑ Hand -Augured ❑ Other (specify)
e type):
Direct -Push
Please include a copy of the GW l form for each
well installed
Were is wells abandoned during this injection
eve r
Yes ❑ No
If yes, please provide the following information:
Number of Monitoring Wells �J
Number of Injection Wells "i t1
Please include a copy of the GW-30 for each well
abandoned.
4 Injectant Information
Injectan s) Type (can use separate additional siieets
if necessary
Concentration 2 -1. 44`51e
If the injectant is diluted please indicate the source
dilution fluid. \1 1(kceAr t
Total Volume Injected (gal) —yS5 1ai
Volume Injected per well (gal)_ ISO i
Injection History
Injection date(s)
Injection number (e.g. 3 of 5) _
Is this the last injection at this site?
❑ Yes ❑ No
I DO HEREBY CERTIFY THAT ALL THE
INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY I{Ni O WLEDGE AND THAT THE'
INJECTION WAS PERF _ } N MED I THE
STANDARDS LAID = _ IN TI l EMIT.
mil /Z1-)
SIG iF INJECTION CONTRACTOR DATE
11-e- sue.
i
PRINT N 1 If F P R LA I' [FORMING Icif NH -CI -ION
tON
Submit the original of this form to the Division of Water Resources within 30 days of injection.
Attn: UIC Program, 1636 Mail Service Center, Raleigh, NC 27699-I636, Phone No. 919-807-6464
Form U IC-IER
Rev. 3-1-2016

,.
REDOX TECH, LLC ~
''Providing Innovative In Situ Soil and Groundwater Treatment"
December 23, 2019
Via email
Rob Thompson
AnteaGroup
3530 Toringdon Way, Suite 106
Charlotte, NC 28277
Phone:[phone]
Email: [e-mail]
RE: OBC Injection at Former Eaton Corporation Facility in Laurinburg, NC
Dear Mr. Thompson,
OBC Injection through DPT was performed at the above referenced site from December 2,
2019 through December 11, 2019. The following letter provides a brief summary of these
field events.
FIELD SUMMARY
The OBC injections were performed systematically at 49 unique locations laid out in a grid
pattern by Antea Group's oversight, Matthew Eckmair. Each location received 150 gallons
of injectate split evenly into five 2' intervals from 20' to 10' below ground surface using a
bottom up approach through 1.25" rods with an expendable tip. A total of 15,680 lbs of
OBC in 7,350 gal of solution was injected.
Water used for injections was sourced from a fire hydrant at the corner of Poplar Dr. and
Aberdeen Rd. approximately 0.25 miles south of the facility. Water was delivered to the
injection area via a 2,000 gal water truck and mixed in 450 gal batches with 960 lbs of
OBC using a pneumatic mixer mounted above a 550 gal tank. A 1" double diaphragm
pump was used to inject the OBC slurry and a pressure gauge mounted on a pneumatic
regulator was used to control and monitor inject pressures. Flow rate was calculated by
monitoring volume and time.
As predicted daylighting was an issue, especially at the shallower intervals and later in the
day as volume injected increased. In instances of daylighting the injection pump pressure
and speed were lowered as much as possible and injections continued. A detailed injection
log with injection volumes, time logs, flow rate and injection pressures can be found below
in Table 1.
Former Eaton Corporation Facility
OBC Injections via DPT
December 23 . 2019
At the completion of work all equipment was decontaminated and waste garbage was
collected and disposed of in a dumpster on site. Approximately ten 4 'x8' sheets of
plywood used to track the DPT Machine over was collected and stored near the old SVE
trailer on site. Hay bales were replaced around the disturbed areas for erosion control and
the adjacent asphalt area was cleaned.
It was a pleasure working with Antea Group on this project and we look forward to the
Permanganate Excavation coming in 2020. If there are any questions regarding the work
please do not hesitate to email me at [e-mail], or Joe Rossabi at
[e-mail].
Regards,
Kyle Baseley
T bl 1 F' ld I . f L a e : 1e nJec 10n og
Date Point Depth Start End Pressure Volume Flow Notes (ft) Time Time (psi) (gal) (gpm)
12/3 7A 20-18 7:23 7:26 25 30 10
12/3 7A 18-16 7:26 7:29 25 30 10
12/3 7A 16-14 7:29 7:32 25 30 10
12/3 7A 14-12 7:36 7:39 25 30 10
12/3 7A 12-10 7:39 7:43 25 30 7.5 Day lil!hted
12/3 2A 20-18 7:51 7:57 25 30 5
12/3 2A 18-16 7:57 8:01 25 30 7.5
12/3 2A 16-14 8:01 8:03 25 30 15
12/3 2A 14-12 8:13 8:17 25 30 7.5
12/3 2A 12-10 8:17 8:19 25 30 15
12/3 SA 20-18 8:23 8:27 25 30 7.5
12/3 5A 18-16 8:27 8:32 25 30 6
12/3 5A 16-14 8:32 8:37 25 30 6
12/3 5A 14-12 8:45 8:49 25 30 7.5
12/3 SA 12-10 8:49 8:53 25 30 7.5
12/3 4A 20-18 10:08 10:13 25 30 6
12/3 4A 18-16 10:13 10:17 25 30 7.5
12/3 4A 16-14 10:17 10:20 25 30 10
12/3 4A 14-12 10:32 10:35 25 30 10
12/3 4A 12-10 10:35 10:39 25 30 7.5
12/3 IA 20-18 10:42 10:46 25 30 7.5
12/3 IA 18-16 10:46 10:50 25 30 7.5
12/3 IA 16 -14 10:50 10:54 25 30 7.5 Daylighted
12/3 IA 14-12 11:15 11 :20 15 30 6
12/3 IA 12-10 11:20 11:27 15 30 4.3
Former Eaton Corporation Facility
OBC Injections via DPT
December 23, 2019
Date Point Depth
(ft)
12/3 3A 20-18
12/3 3A 18-16
12/3 3A 16-14
12/3 3A 14-12
12/3 3A 12-10
12/3 7B 20-18
12/3 7B 18-16
12/3 7B 16-14
12/3 7B 14-12
12/3 7B 12-10
12/3 6A 20-18
12/3 6A 18-16
12/3 6A 16-14
12/3 6A 14-12
12/3 6A 12-10
12/4 2B 20-18
12/4 2B 18-16
12/4 2B 16-14
12/4 2B 14-12
12/4 2B 12-10
12/4 4B 20-18
12/4 4B 18-16
12/4 4B 16-14
12/4 4B 14-12
12/4 4B 12-10
12/4 1B 20-18
12/4 1B 18-16
12/4 1B 16-14
12/4 1B 14-12
12/4 1B 12-10
12/4 6B 20-18
12/4 6B 18-16
12/4 6B 16-14
12/4 6B 14-12
12/4 6B 12-10
12/4 3B 20-18
12/4 3B 18-16
12/4 3B 16-14
12/5 3B 14-12
12/5 3B 12-10
Start End
Time Time
11:27 11:39
11:39 11:49
11:49 12:00
12:15 12:20
12:20 12:29
14:48 14:52
14:52 14:59
14:59 15:32
15:43 16:01
16:01 16:21
16:35 16:39
16:39 16:45
16:45 16:51
16:57 17:03
17:03 17:09
7:39 7:46
7:46 7:59
7:59 8:09
8:25 8:31
8:31 8:38
9:55 10:04
10:04 10:11
10:11 10:32
10:40 10:55
10:55 11:27
11:28 11:39
11:39 11:51
11:51 11:59
12:05 12:25
12:26 12:37
13:30 13:37
13:37 13:53
13:53 14:05
14:15 14:29
14:29 14:34
15:31 15:38
15:38 15:45
15:45 15:52
7:36 7:45
7:46 7:54
Pressure Volume Flow Notes (psi) (gal) (gpm)
10 30 2.5 Davfoi;hted
10 30 3
10 30 2.7
10 30 6
10 30 3.3
25 30 7.5
25 30 4.3
10 30 0.9 Dayli ghted
10 30 1.7
10 30 1.5
25 30 7.5
25 30 5
25 30 5
10 30 5 Day li ghted
10 30 5
25 30 4.3
25 30 2.3
25 30 3
25 30 5
25 30 4.3
25 30 3.3
15 30 4.3 Dayli ghted
15 30 1.4
15 30 2
15 30 0.9
25 30 2.7
25 30 2.5
25 30 3.8
20 30 1.5
20 30 2.7
20 30 4.3
20 30 5
20 30 2.5
20 30 2.1
20 30 6
25 30 4.3
25 30 4.3
25 30 4.3
25 30 3.3
25 30 3.8
Former Eaton Corporation Facility
OBC Injections v ia DPT
December 2 3, 2019
Date Point Depth
(ft)
12/4 lC 20-18
12/4 lC 18-16
12/4 lC 16-14
12/5 IC 14-12
12/5 lC 12-10
12/4 SB 20-18
12/4 SB 18-16
12/4 SB 16-14
12/4 5B 14-12
12/4 SB 12-10
12/5 7C 20-18
12/5 7C 18-16
12/5 7C 16-14
12/5 7C 14-12
12/5 7C 12-10
12/5 2C 20-18
12/5 2C 18-16
12/5 2C 16-14
12/5 2C 14-12
12/5 2C 12-10
12/5 5C 20-18
12/5 5C 18-16
12/5 SC 16-14
12/5 SC 14-12
12/5 5C 12-10
12/5 6C 20-18
12/5 6C 18-16
12/5 6C 16-14
12/5 6C 14-12
12/5 6C 12 -10
12/5 2D 20-18
12/5 2D 18-16
12/5 2D 16-14
12/5 2D 14-12
12/5 2D 12-10
12 /5 4C 20-18
12/5 4C 18-16
12/5 4C 16 -14
12 /5 4C 14-12
12 /5 4C 12-10
Start
Time
15:59
16:08
16:17
7:17
7:26
16:37
16:44
16:50
17:00
17:08
8:18
8:29
8:36
8:56
9:08
9:19
9:27
9:34
10:54
10:59
9 :47
9:58
10:03
10:34
10:44
11:29
11:40
11 :50
13:41
13:48
12:04
12:15
12:23
13:57
14:03
12:32
12:41
12 :47
13:29
13:36
End Pressure Volume Flow Notes Time (psi) (gal) (gpm)
16:08 25 30 3.3
16:17 25 30 3.3
16:30 25 30 2 .3
7:26 25 30 3.3
7:35 25 30 3.3
16:44 30 30 4.3
16:50 30 30 5
17:00 30 30 3 Daylighted
17:08 15 30 3.8
17:16 15 30 3.8
8:27 25 30 3 .3
8:36 25 30 4 .3
8:46 25 30 3
9:06 20 30 3
9:16 20 30 3.8
9:27 25 30 3.8
9:34 25 30 4.3
9:46 25 30 3 .8
10:59 20 30 6
11 :08 20 30 3 .3
9:58 25 30 2.7
10:03 25 30 6
10:15 25 30 2.5
10:43 20 30 3.3
10:53 20 30 3.3
11:40 25 30 2.7
11 :50 25 30 3
11 :58 25 30 3 .8
13:48 15 30 4 .3
13:56 15 30 3 .8
12:15 25 30 2 .7
12:23 25 30 3.8
12:30 25 30 4.3 Dayli ghted
14:03 15 30 5
14:10 15 30 4.3
12:41 15 30 3 .3
12 :47 15 30 5
12 :57 15 30 3
13:36 15 30 4 .3
13:41 15 30 3
Former Eaton Corporation Facility
OBC Injections via DPT
December 23, 2019
Date Point Depth
(ft)
12/5 6D 20-18
12/5 6D 18-16
12/5 6D 16-14
12/5 6D 14-12
12/5 6D 12-10
12/5 3C 20-18
12/5 3C 18-16
12/5 3C 16-14
12/5 3C 14-12
12/5 3C 12-10
12/5 lD 20-18
12/5 ID 18-16
12/5 ID 16-14
12/5 ID 14-12
12/5 ID 12-10
12/6 7D 20-18
12/6 7D 18-16
12/6 7D 16-14
12/6 7D 14-12
12/6 7D 12-10
12/6 3D 20-18
12/6 3D 18-16
12/6 3D 16-14
12/6 3D 14-12
12/6 3D 12-10
12/6 SD 20-18
12/6 5D 18-16
12/6 SD 16-14
12/6 5D 14-12
12/6 SD 12-10
12/6 7E 20-18
12/6 7E 18-16
12/6 7E 16-14
12/6 7E 14-12
12/6 7E 12-10
12/6 4D 20-18
12/6 4D 18-16
12/6 4D 16-14
12/6 4D 14-12
12/6 4D 12-10
Start
Time
14:35
14:43
14:51
16:02
16:10
15:11
15:19
15:27
16:19
16 :30
15:36
15:42
15:50
16:40
16:46
7:41
7:48
7:57
9:25
9:33
8 :09
8:16
8 :32
10:21
10:35
9:01
9:09
9:16
9:54
10:05
11:11
11:21
11:30
12:48
13:00
11 :39
11:47
11:52
13:16
13:25
End Pressure Volume Flow Notes Time (psi) (gal) (gpm)
14:43 25 30 3.8
14:51 25 30 3.8
15:09 15 30 1.7 Daylim ted
16:10 25 30 3.8
16:19 25 30 3.3
15 :19 25 30 3 .8
15:27 25 30 3.8
15:34 25 30 4.3
16:30 15 30 2.7
16 :39 10 30 3.3 Dav lighted
15:42 25 30 5
15:50 25 30 3.8
16:01 25 30 2.7
16:46 10 30 5
16:57 10 30 2.7
7:47 25 30 5
7:57 25 30 3.3
8:07 25 30 3
9:33 25 30 3.8
9:40 25 30 4.3
8:16 25 30 4.3
8:32 15 30 5 Day lighted
8:39 15 30 4.3
10:35 15 30 2.1
10:47 15 30 2.5
9:09 25 30 3.8
9:16 25 30 4.3
9:24 25 30 3.8
10:05 20 30 2 .7 Day lighted
10:20 15 30 2
11 :21 25 30 3
11:30 25 30 3.3
11 :38 25 30 3.8
13 :00 20 30 2.5
13:10 20 30 3
11:47 25 30 3.8
11:52 25 30 6
12:02 25 30 3
13:25 20 30 3 .3
13:31 20 30 5
Fonner Eaton Corporation Facility
OBC Injections via DPT
December 23 , 2019
Date Point Depth
(ft)
12/6 2E 20-18
12/6 2E 18-16
12/6 2E 16-14
12/6 2E 14-12
12/6 2E 12-10
12 /6 SE 20-18
12/6 SE 18-16
12/6 SE 16-14
12/6 SE 14-12
12/6 5E 12-10
12/9 6E 20-18
12/9 6E 18-16
12/9 6E 16-14
12/9 6E 14-12
12/9 6E 12-10
12/9 3E 20-18
12/9 3E 18-16
12 /9 3E 16-14
12/9 3E 14-12
12/9 3E 12-10
12/9 IE 20-18
12/9 IE 18-16
12/9 lE 16-14
12/9 lE 14-12
12/9 IE 12-10
12/9 7F 20-18
12/9 7F 18 -16
12/9 7F 16-14
12/9 7F 14-12
12/9 7F 12-10
12/9 4E 20-18
12/9 4E 18-16
12/9 4E 16-14
12/9 4E 14-12
12/9 4E 12-10
12/9 lF 20-18
12/9 IF 18-16
12/9 lF 16-14
12/9 IF 14-12
12/9 lF 12-10
Start
Time
12:04
12:19
12:27
13:32
13:38
14:23
14:32
14:39
14:51
15:00
9:19
9:25
9:31
9 :46
9:59
10:15
10:24
10:31
11:05
11: 18
11:30
11:40
11:50
12:10
12:21
14:18
14:27
14:35
14:54
15 :06
15:22
15:35
15:44
16:01
16 :21
16:31
16:40
16:48
16:55
17:01
End Pressure Volume Flow Notes Time (psi) (gal) (gpm)
12:17 15 30 2.3 Day li ghted
12:27 15 30 3.8
12:48 15 30 2.7
13:38 20 30 5
13:46 20 30 3.8
14 :32 25 30 3.3
14:39 25 30 4.3
14:48 25 30 3.3
15:00 25 30 3.3
15:08 25 30 3.8
9:25 25 30 5
9:31 15 30 5 Dayli ghted
9:42 15 30 2.7
9:59 15 30 2.3
10:13 15 30 2.1
10:24 20 30 3.3
10:31 20 30 4.3
10:44 15 30 2.3 Day li w ted
11 :18 15 30 2.3
11 :29 15 30 2.7
11:40 30 30 3
11:50 20 30 3
12:00 20 30 3
12 :21 20 30 2.7
12:30 20 30 3.3
14:27 25 30 3.3
14 :35 20 30 3.8
14:49 15 30 2.1 Day li ghted
15:06 15 30 2.5 Dayli~hted
15:21 15 30 2 Dayli ghted
15 :35 20 30 2.3
15:44 20 30 3.3
15:57 20 30 2.3
16:21 20 30 1.5
16 :31 20 30 3
16:40 25 30 3.3
16:48 30 30 3.8
16:52 30 30 7.5
17:01 30 30 5
17 :05 30 30 7.5
Former Eaton Corporation Facility
OBC Injections via DPT
December 23, 2019
Date Point Depth
(ft)
12/10 6F 20-18
12/10 6F 18-16
12/10 6F 16-14
12/10 6F 14-12
12/10 6F 12-10
12/10 2F 20-18
12/10 2F 18-16
12/10 2F 16-14
12/10 2F 14-12
12/10 2F 12-10
12/10 4F 20-18
12/10 4F 18-16
12/10 4F 16-14
12/10 4F 14-12
12/10 4F 12-10
12/10 3F 20-18
12/10 3F 18-16
12/10 3F 16-14
12/10 3F 14-12
12/10 3F 12-10
12/10 SF 20-18
12/10 SF 18-16
12/10 SF 16-14
12/10 SF 14-12
12/10 SF 12-10
12/10 7G 20-18
12/10 7G 18-16
12/10 7G 16-14
12/10 7G 14-12
12/10 7G 12-10
12/10 6G 20-18
12/10 6G 18-16
12/10 6G 16-14
12/10 6G 14-12
12/10 6G 12-10
12/10 5G 20-18
12/10 5G 18-16
12/10 5G 16-14
12/10 5G 14-12
12/10 5G 12-10
Start End
Time Time
7:32 7:38
7:38 7:47
7:47 7:58
9:16 9:21
9:21 9:27
8:00 8:08
8:08 8:15
8:15 8:25
9:28 9:34
9:34 9:41
8:26 8:32
8:32 8:36
8:36 8:44
9:02 9:07
9:07 9:15
10:36 10:43
10:43 10:51
10:51 10:57
12:24 12:43
12:43 12:49
11:00 11:07
11:07 11:13
11:13 11:21
12:49 12:58
12:58 13:05
11:23 11:36
11:36 11:46
11:46 12:24
13:06 13:17
13:17 13:37
14:08 14:22
14:22 14:32
14:34 14:43
17:01 17:09
17:09 17:20
14:48 14:58
14:58 15:10
15:10 15:17
16:39 16:54
16:54 17:01
Pressure Volume Flow Notes (psi) (gal) (gpm)
35 30 5
35 30 3.3
35 30 2.7
30 30 6
30 30 5
35 30 3.8
35 30 4.3
35 30 3
25 30 5
25 30 4.3
35 30 5
35 30 7.5
35 30 3.8
30 30 6
30 30 3.8
30 30 4.3
30 30 3.8
30 30 5
20 30 3.3
20 30 5
30 30 4.3
30 30 5
30 30 3.8
20 30 3.3
20 30 4.3
15 30 2.3 Daylighted
15 30 3
15 30 0.8
15 30 2.7 Day li ghted
15 30 1.5
15 30 2.1 Daylighted
15 30 3 Daylighted
15 30 3.3 Daylighted
15 30 3.8 Daylighted
15 30 2.7
15 30 3 Dayli rrhted
15 30 2.5 Daylighted
15 30 4.3 Daylighted
20 30 2
20 30 4.3
Former Eaton Corporation Fac ili ty
OBC Injections via DPT
December 23 , 2019
Date Point Depth
(ft)
12/10 4G 20-18
12/10 4G 18-16
12/10 4G 16-14
12/10 4G 14 -12
12/10 4G 12-10
12/11 lG 20-18
12/11 lG 18-16
12/11 lG 16 -14
12/11 lG 14-12
12/11 lG 12-10
12/11 2G 20-18
12/11 2G 18-16
12/11 2G 16-14
12/11 2G 14-12
12/11 2G 12-10
12/11 3G 20-18
12/11 3G 18-16
12/11 3G 16-14
12/11 3G 14-12
12/11 3G 12-10
Start
Time
15:18
15:28
15:40
16:18
16:26
8:11
8:20
8:33
11 :30
11 :38
8:50
9 :09
9:19
11:05
11:19
9:30
9:41
9:52
10:49
10:55
End Pressure Volume Flow Notes Time (psi) (gal) (gpm)
15:28 25 30 3
15:39 25 30 2.7
15:57 25 30 1.8
16:26 20 30 3.8 Day li 1mted
16:38 20 30 2.5
8:20 15 30 3.3
8:33 15 30 2.3
8:49 15 30 1.9
11:38 25 30 3.8
11:45 25 30 4 .3 Flushed
9:09 15 30 1.6
9:19 15 30 3
9:30 15 30 2.7
11 :19 25 30 2.1
11 :30 25 30 2.7
9:41 20 30 2.7
9:52 20 30 2.7
10:05 20 30 2 .3
10:55 15 30 5
11:05 15 30 3
Former Eaton Corporation Facility
OBC Injections via DPT
December 23, 2019
Figure 1: Injection Lay out
ASeT
_1 —I
IL39
F.x�
K+ MiP
•inga mate lbfdtration Area.
llghred RFesS tout epprox. depress
%'x30'%40' ^'SADO Sq Ft `27,000 ga
Redo,' TTCh DSC it y.^( cB below *SW fl6Gt
1�0 t WM..
0:11mi
PireTX
• e7
ar--�ewS one 9F21'imiRm veers
i�r �sCa a7Q►Lb41suarceJtraim MOO
• 3n SISektri
n�..P tklIPPIPMPT Fb•WO..Lpl
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i A DI -AC O O 014
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FICRWJ ]Y
LY,G,AL,Ce MrA Kr I
fdlaYe4QY.•
wsrr.P' nnr 4CJAADa..
anted hoop
Note: Rows denoted numerically beginning with row 1 at the top of Figure 1; Columns
denoted alphabetically beginning with Column A at the right of Figure l .

Permit Number
Program Category
Deemed Ground Water
Permit Type
WI0600220
Injection Deemed In-situ Groundwater Remediation Well
Primary Reviewer
shristi.shrestha
Coastal SWRule
Permitted Flow
Facility
Facility Name
Nature's Earth Pellets NC, LLC
Location Address
16900 Aberdeen Rd
Laurinburg NC
Owner
Owner Name
Nature's Earth Pellets NC LLC
Dates/Events
Orig Issue
11/26/2019
App Received
11/18/2019
Regulated Activities
Groundwater remediation
Outfall
Waterbody Name
28352
Draft Initiated
Scheduled
Issuance Public Notice
Central Files: APS SWP
11/26/2019
Permit Tracking Slip
Status
Active
Version
1.00
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Facility Contact Affiliation
Cliff Bragg
16900 Aberdeen Rd
Laurinburg
Owner Type
Non-Government
Owner Affiliation
Jeffrey Allen
Mail Code4s
Woodmere
Region
Fayetteville
County
Scotland
NC
OH
Issue
11/26/2019
Effective
11/26/2019
28352
44122
Expiration
Requested /Received Events
Streamlndex Number Current Class Subbasin
w' its
f•;�R--�a.�
November 14, 2019
Ms, Shristi R. Shrestha
Hyd rogeolagist
Water Quality Regional Operations Section
Animal Feeding Operations & Groundwater Protection Branch
North Carolina Department of Environmental Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject:
ef3
antea'group
Antea USA of North Carolina, Inc.
3530 Toringdon Way, Suite 106
Charlotte, NC 28277 USA
Notification Of Intent To Construct Or Operate Injection Wells
Former Eaton Corporation Facility
16900 Aberdeen Road
Laurinburg, Scotland County, North Carolina
Site Identification No.: NONCD0001661
Dear Ms. Shrestha;
Antea USA of North Carolina, Inc. (Antea USA of NC) has prepared the attached Notification Of Intent To Construct
Or Operate injection Wells (NOI) in accordance with 15A NCAC 02C .0225 for the purpose of conducting small-scale
injection operations at the above references site. The Injection in the attached NOI will be done using Oxygen
BioChem (OBC'"r) by RedoxTech, LLC.
Sincerely,
Robert R. Thompson, III, P.r�., J�SM
Senior Professional
704-324-7046
[e-mail]
Antea USA of North Carolina, Inc.
Attachments: Notification Of Intent To Construct Or Operate Injection Wells
Figures 1-13
Cross Sections A -A' and B-B'
Injection Well Schematic
Access Agreement
RedoxTech OBC'' SOS
cc:
Jeffrey Allen, Eaton Corporation
Kevin Svitana, BSI
Jonathan Alix, Antea USA of NC
&►ir' IEllL'Ill
6WZ
XINOGEN.
The leto erd ANTE4 are regrars:lon trademarks- of Ant re USA, hi:-
us.anteagroup.com

i
l
North Carolina Department of Environmental Quality -Division of Water Resources
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 l SA NCAC 02C .0200 (NOTE: This form must be received at least 14 DAYS prior to in jection)
AQUIFER TEST WELLS (15A NCAC 02C .0220 1
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 In jection S ystems -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 In jection O perations -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 are 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 In jection Wells -Used to inject ambient air to enhance in-situ treatment of soil or groundwater.
Print Clearly or Type Information. Illegible Submittals Will Be Returned As Incomplete.
DATE: November 14 . 2020 PERMIT NO. V\I J,,,0 6 0 0 2. 2 0 (to be filled in by DWR)
A. WELL TYPE TO BE CONSTRUCTED OR OPERATED
B.
(1)
(2)
(3)
(4)
(5)
(6)
___ .Air Injection Well ...................................... Complete secti'ons B through F, K, N
___ .Aquifer Test Well ....................................... Complete sections B through F, K, N
___ .Passive Injection System ............................... Complete sections B through F, H-N
=X~ __ Small-Scale Injection Operation ...................... Complete sections B through N
___ Pilot Test ................................................. Complete sections B through N
___ Tracer Injection Well ................................... Complete sections B through N
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:
Name(s): Jeffre y Allen. Manager-Growth. Ac quisition and Remediation -Eaton Cor poration
Mailing Address: Mail Code 4S 1000 Eaton Blvd
City: Cleveland State: OH Zip Code:_4_4_1_22 ____ County: Cuyaho £?:a
Day Tele No.: 440-523-4777 Cell No.: 216-534-8749
EMAIL Address: jeffpallen(@Eaton.com FaxNo.: ___________ _
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page I
D. PROPERTY OWNER(S) (if different than well owner/applicant)
Name and Title: Ken Simard, Managing Member
Company Name ---=S-=-co=t=lan=d'-'H=o=l=d=inc:aoa:s _______________________ _
Mailing Address: ------=-l -=-69'-0"-'0'""'A"-='-be=r=d-=-ee=n"-'R=-=o=a=d"-----------------------
City: Laurinburg State: NC Zip Code:28352 County: Scotland
Day Tele No.: 561-312-3685 Cell No.: 561-312-3685
EMAIL Address: ksimard{@ naturesearth.com FaxNo.: ___________ _
E. PROJECT CONTACT (Typically Environmental Engineering Firm)
Name and Title: Rob Thom pson -Senior Professional
Company Name Antea USA of North Carolina. Inc.
Mailing Address: 3530 Torine.don Way. Suite 106
City: Charlotte State: N_C __ Zip Code:_2~82~7~7 ____ County: Mecklenburg
Day Tele No.: 704-324-7046 Cell No.: __________ _
EMAIL Address: rob.thom pson@anteae rou p.com Fax No.: _70_4_-_5_4_3-_4_0_3_5 ______ _
F. PHYSICAL LOCATION OF WELL SITE
(1) Facility Name & Address: Nature's Earth 16900 Aberdeen Road
City: Laurinburo
(2) Geographic Coordinates:
County: Scotland
Latitude** : =34~ __ 0 _11_' 48.43 " or
Longitude**: ~79a,.._ __ 0 n__• 40.08 "or
Zip Code: _28_3_5_2 __ _
0
0
Reference Datum: ________ .Accuracy: _______ _
Method of Collection:_G~o~o ... 0 ..... l~e ~E~art~h~P~r~o ___________ _
**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: 8.00 -9 .500 square feet
Land surface area ofinj. well network: __ 8~-~00~0'--~9=5~0~0_square feet~ 10,000 ft2 for small-scale injections)
Percent of contaminant plume area to be treated: 1 -2.5% (must be::: 5% of plume for pilot test injections)
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.
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 2

Antea USA of North Carolina, Inc. 
3530 Toringdon Way, Suite 106 
Charlotte, NC 28277 USA 

November 14, 2019 

Ms. Shristi R. Shrestha 
Hydrogeologist 
Water Quality Regional Operations Section 
Animal Feeding Operations & Groundwater Protection Branch 
North Carolina Department of Environmental Quality 
1636 Mail Service Center 
Raleigh, NC 27699‐1636 

Subject: Notification Of Intent To Construct Or Operate Injection Wells 
Former Eaton Corporation Facility 
    16900 Aberdeen Road 
    Laurinburg, Scotland County, North Carolina 
    Site Identification No.:  NONCD0001661 

Dear Ms. Shrestha: 

Antea USA of North Carolina, Inc. (Antea USA of NC) has prepared the attached Notification Of Intent To Construct 
Or Operate Injection Wells (NOI) in accordance with 15A NCAC 02C .0225 for the purpose of conducting small‐scale 
injection operations at the above references site.  The injection in the attached NOI will be done using Oxygen 
BioChem (OBC™) by RedoxTech, LLC.   

Sincerely, 

Robert R. Thompson, III, P.G., RSM 
Senior Professional 
704‐324‐7046 
[e-mail] 
Antea USA of North Carolina, Inc. 

Attachments:   Notification Of Intent To Construct Or Operate Injection Wells  
    Figures 1 – 13 
    Cross Sections A‐A’ and B‐B’ 
    Injection Well Schematic 
    Access Agreement 
    RedoxTech OBC™ SDS 

cc:   Jeffrey Allen, Eaton Corporation 
Kevin Svitana, BSI 
Jonathan Alix, Antea USA of NC 
6
antea·group
us.anteagroup .com
The loeo and ANTEA are registration trademarks of Antea USA, Inc.
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 1
North Carolina Department of Environmental Quality – Division of Water Resources

Print Clearly or Type Information. Illegible Submittals Will Be Returned As Incomplete.

DATE: November 14, 2020 PERMIT NO. (to be filled in by DWR)

A. WELL TYPE TO BE CONSTRUCTED OR OPERATED

(1) Air Injection Well……………………………..…Complete sections B through F, K, N
(2) Aquifer Test Well……………………….………..Complete sections B through F, K, N
(3) Passive Injection System…………………..……..Complete sections B through F, H-N
(4) X Small-Scale Injection Operation………………….Complete sections B through N
(5) Pilot Test………………………………………….Complete sections B through N
(6) Tracer Injection Well………………………….….Complete sections B through N

B. 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:

Name(s): Jeffrey Allen, Manager-Growth, Acquisition and Remediation – Eaton Corporation
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.: 216-534-8749
EMAIL Address: [e-mail] Fax No.:
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 are 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.
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 2
D. PROPERTY OWNER(S) (if different than well owner/applicant)
Name and Title: Ken Simard, Managing Member
Company Name Scotland Holdings
Mailing Address: 16900 Aberdeen Road
City: Laurinburg State: _NC__ Zip Code: 28352 County: Scotland
Day Tele No.: 561-312-3685 Cell No.: 561-312-3685
EMAIL Address: [e-mail] Fax No.:

E. PROJECT CONTACT (Typically Environmental Engineering Firm)

Name and Title: Rob Thompson - Senior Professional
Company Name Antea USA of North Carolina, Inc.
Mailing Address: 3530 Toringdon Way, Suite 106
City: Charlotte State: NC___ Zip Code: 28277 County: Mecklenburg
Day Tele No.: 704-324-7046 Cell No.:
EMAIL Address: [e-mail] Fax No.: 704-543-4035

F. PHYSICAL LOCATION OF WELL SITE

(1) Facility Name & Address: Nature’s Earth 16900 Aberdeen Road

City: Laurinburg County: Scotland Zip Code: 28352
(2) Geographic Coordinates: Latitude**: 34 o 47 ′ 48.43 ″ or o.
Longitude**: 79 o 27 ′ 40.08 ″ or o.
Reference Datum: Accuracy:
Method of Collection: Google Earth Pro
**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: 8,00 – 9,500 square feet
Land surface area of inj. well network: 8,000 – 9,500 square feet (< 10,000 ft2 for small-scale injections)
Percent of contaminant plume area to be treated: 1 – 2.5% (must be < 5% of plume for pilot test injections)

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.

Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 3
I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES – Provide a brief narrative regarding the
purpose, scope, and goals of the proposed injection activity. This should include the rate, volume, and duration
of injection over time.
Injection and soil amendment application activities will be completed in 5 areas.
For convenience, these areas are individually described in the following sections, I-K.
Area No. 1: The first area (Figure 9) includes injection of approximately 15,680 lbs. of OBC™ in 7,350
gallons of injection slurry within an area of approximately 1,000 ft2, prior to excavation to remediate dissolved
contaminants in groundwater. The OBC™ slurry will be injected through direct push rods in a total of
approximately 49 locations. Injections will be performed at multiple depths (2’ intervals) between 10’ and 20’
below ground surface (bgs) below the excavation depth. It is anticipated that this work will take approximately
4 working days with an assumed injection rate of 4 gpm and each location will be able to accept 150 gallons of
injectate.

J. APPROVED INJECTANTS – Provide a MSDS for each injectant (attach additional sheets if necessary).

NOTE: Only injectants approved by 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 DHHS prior to use. Contact the UIC Program for more info (919-
807-6496).

Injectant: OBC (pre-excavation injection)
Volume of injectant: 15,680 lbs. in 7,350 gallons of slurry
Concentration at point of injection: 70-90% sodium persulfate, 10-20% calcium peroxide
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

K. WELL CONSTRUCTION DATA

(1) Number of injection wells: 49 Proposed 0 Existing (provide GW-1s)
(2) For Proposed wells or Existing wells not having GW-1s, 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
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 4
I. I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES – Provide a brief narrative regarding
the purpose, scope, and goals of the proposed injection activity. This should include the rate, volume, and
duration of injection over time.
Area No. 2: Application into the second area (Figure 10) will take place following completion of a small
excavation and includes the application of OBC within an area of approximately 2,500 ft2 and into the bottom
of the that excavation area which will be mixed with the saturated soils prior to backfilling to remediate dissolve
contaminants in groundwater. A dosing rate of 5 lbs. OBC™ per square foot will be used for placement in the
bottom of the excavation. This results in a total of 12,500 lbs. of OBC™. It is anticipated that this work will take
approximately 2 working days to complete.

J. APPROVED INJECTANTS – Provide a MSDS for each injectant (attach additional sheets if necessary).

NOTE: Only injectants approved by 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 DHHS prior to use. Contact the UIC Program for more info (919-
807-6496).

Injectant: OBC (excavation soil amendment)
Volume of injectant: 12,500 lbs.
Concentration at point of injection: 70-90% sodium persulfate, 10-20% calcium peroxide
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

K. WELL CONSTRUCTION DATA

(1) Number of injection wells: 0 Proposed 0 Existing (provide GW-1s)
(2) For Proposed wells or Existing wells not having GW-1s, 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
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 5
I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES – Provide a brief narrative regarding the
purpose, scope, and goals of the proposed injection activity. This should include the rate, volume, and duration
of injection over time.
Area No. 3: The third area (Figure 11) includes injection of approximately 15,040 lbs. of OBC in 4,700
gallons of injection slurry into the saturated zone within an area of approximately 2,500 ft2 below the excavation
footprint to remediate dissolved contaminants in groundwater. Injections will be performed at multiple depths
(2’ intervals) between 10’ and 20’ bgs below the excavation depth. It is anticipated that this work will take
approximately 4 working days to complete with an assumed injection rate of 4 gpm and each location will be
able to accept 100 gallons of injectate.

J. APPROVED INJECTANTS – Provide a MSDS for each injectant (attach additional sheets if necessary).

NOTE: Only injectants approved by 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 DHHS prior to use. Contact the UIC Program for more info (919-
807-6496).

Injectant: OBC™ (excavation injection)
Volume of injectant: 15,040 lbs. in 4,700 gallons of slurry
Concentration at point of injection: 70-90% sodium persulfate, 10-20% calcium peroxide
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

K. WELL CONSTRUCTION DATA

(1) Number of injection wells: 47 Proposed 0 Existing (provide GW-1s)
(2) For Proposed wells or Existing wells not having GW-1s, 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
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 6
I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES – Provide a brief narrative regarding the
purpose, scope, and goals of the proposed injection activity. This should include the rate, volume, and duration
of injection over time.
Area No. 4: The fourth area (Figure 12) includes injection of 3,850 lbs. of OBC™ in 1,210 gallons of slurry
into the saturated zone within an area of approximately 2,500 ft2 and below the fire water line to remediate
dissolved contaminants in groundwater. The fire water line will have sheet pile driven into the ground on either
side of the line to provide support and isolate the targeted injection area. Injections will begin at a sufficient
depth to prevent contact with the ductile iron piping. Injections will be performed at multiple depths (2’
intervals) between 8’ and 20’ bgs. It is anticipated that this work will take approximately 2 working days to
complete with an assumed injection rate of 4 gpm and each location will be able to accept 110 gallons of injectate.

J. APPROVED INJECTANTS – Provide a MSDS for each injectant (attach additional sheets if necessary).

NOTE: Only injectants approved by 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 DHHS prior to use. Contact the UIC Program for more info (919-
807-6496).

Injectant: OBC™ (water line injection)
Volume of injectant: 3,850 lbs. in 1,210 gallons of slurry
Concentration at point of injection: 70-90% sodium persulfate, 10-20% calcium peroxide
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

K. WELL CONSTRUCTION DATA

(1) Number of injection wells: 11 Proposed 0 Existing (provide GW-1s)
(2) For Proposed wells or Existing wells not having GW-1s, 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
Deemed Permitted GW Remediation NOI Rev. 3-21-2018 Page 7
I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES – Provide a brief narrative regarding the
purpose, scope, and goals of the proposed injection activity. This should include the rate, volume, and duration
of injection over time.
Area No. 5: The fifth area (Figure 13) includes injection of 42,575 lbs. of OBC in 13,100 gallons of injection
slurry into the saturated zone within an area-wide area of approximately 5,000 ft2 outside of the excavation
footprint and water line injection areas to remediate dissolved contaminants in groundwater. Injections will be
performed at multiple depths (2’ intervals) between 8’ and 20’ bgs. It is anticipated that this work will take
approximately 9 working days to complete with an assumed injection rate of 4 gpm and each location will be
able to accept 100 gallons of injectate.

J. APPROVED INJECTANTS – Provide a MSDS for each injectant (attach additional sheets if necessary).

NOTE: Only injectants approved by 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 DHHS prior to use. Contact the UIC Program for more info (919-
807-6496).

Injectant: OBC™ (area-wide injection)
Volume of injectant: 42,757 lbs. in 13,100 gallons of slurry
Concentration at point of injection: 70-90% sodium persulfate, 10-20% calcium peroxide
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

Injectant:
Volume of injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:

K. WELL CONSTRUCTION DATA

(1) Number of injection wells: 131 Proposed 0 Existing (provide GW-1s)
(2) For Proposed wells or Existing wells not having GW-1s, 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
L. SCHEDULES — Briefly describe the schedule for well construction and injection activities.
Work in the first injection area is scheduled to begin December 2, 2019. The work in the second through fifth
areas is expected to begin in the second quarter 2020.
M. 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.
Groundwater monitoring at the site occurs on a semi-annual schedule in June and December each year with
groundwater monitoring reports submitted on an annual basis. During the first year of remedial implementation,
groundwater will be monitored on a quarterly basis for the first year, and on a semi-annual basis thereafter until
a reduction in frequency is practical or cleanup goals are achieved. Monitoring well OW-16 is designated as the
up gradient background data paint. Up to six shallow Type II monitoring wells (locations to be determined after
excavation) will be installed as replacement wells for the abandoned OW-42 as part of the soil excavation and
disposal remedy. These replacement wells, in addition to monitoring wells OW-9, OW-22, OW-24, OW-26,
OW-30, OW-31 V, OW-32, OW-37, OW-38, OW-39, and OW-43 will be utilized to confirm the effectiveness
of the remedy. OW-21 and OW-27 will be designated as down gradient data points.
N. SIGNATURE OF APPLICANT AND PROPERTY OWNER
Well Owner/Applicant: "1 hereby certify, under penalty of law, that 1 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. 1 am aware that there are significant penalties, including the possibility of fines and imprisonment,
for submitting false information. 1 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."
n t e of A p ic ant Print or Typ ull Name and Title
Property Owner (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
(I SA 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.
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 his 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. 3-21-2018 Page 8

PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A
4/18/2018
CCM
0 0.25 0.5 0.75 10.125 Miles
$
1:24,000
1 inch = 2,000 feetJA
Site
FIGURE 1
SITE LOCATION MAP
FORMER EATON FACILITY
HWY 15/501 @ 401 LAURINBURG,
NORTH CAROLINA
Service Layer Credits: Copyright:© 2013 NationalGeographic Society, i-cubed-6
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LEGEND
PP
NOTES
George T. Paris & Assoc. dated 12/5/08.
Map based on physical survey completed by
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PP
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US HIGHWAY # 401FMCR-D
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PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A MB/SAA
2/19/2019
0 50 100 150 20025
Feet
1 inch = 80 feet
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Multi Phase Extraction Well Location
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Geoprobe Temporary Well
OW-30 and GP-4 Identical Locations
SVE Header and Well FIGURE 2
SITE MAP
GOLF PRIDE GOLF GRIP FACILITY
HWY 15/501 @ 401
LAURINBURG, NORTH CAROLINA
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PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
7/11/2019
0 10 20 30 405
Feet 1 inch = 10 feet$\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Soil Assessment 3 Feet.mxd
1:120
FIGURE 3a
SOIL TOTAL VOC DATA AT 3 FEET
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HWY 15/501 @ 401
LAURINBURG, NORTH CAROLINA
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SOIL TOTAL VOC DATA AT 6 FEET
FORMER EATON CORPORATION FACILITY
HWY 15/501 @ 401
LAURINBURG, NORTH CAROLINA
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
7/11/2019
0 10 20 30 405
Feet 1 inch = 10 feet$\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Soil Assessment 6 Feet.mxd
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PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
7/11/2019
0 10 20 30 405
Feet 1 inch = 10 feet$\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Soil Assessment 8-9 Feet.mxd
1:120
FIGURE 3c
SOIL TOTAL VOC DATA AT 8-9 FEET
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0 65 130 195 26032.5
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Laboratory Data Isoconcentration (mg/kg)
(Dashed Where Inferred)
FROG-4000-Derived Data (mg/kg)
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US HIGHWAY # 401FMCR-D
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OW-29
OW-27
OW-26
OW-25
OW-24
OW-22
OW-21
OW-20
OW-18
OW-17
OW-16
OW-15
OW-23V
OW-12
OW-11
RW-2
OW-10
OW-9
OW-8
RW-1
OW-7
RW-4
OW-5RW-3
OW-4OW-3
OW-6
OW-2
GRASS
OW-34
OW-35
OW-33
OW-32
OW-30OW-31v
OW-36v
BG-1 BG-2
BG-3
BG-4
BG-5
FPAST-D
FPAST
FPAST-E
FPAST-B
FMCR-D
HHOAST
FMCR-B FMCR-A
MMR-C
MMR-B
MMR-A
FSP-C
FSP-B
FSP-A
OW-11A
SB-15
OW-10D
OW-10A
OW-10B
OW-10C
SB-14
SED-1
GEP-2
GEP-1
GEP-6
GEP-5
GEP-3
GEP-9
GEP-10GEP-4
GEP-7
GP-5
GRASS
GRAVEL
ASPHALT
CONC
RAMP
GRASS
GRASS
GRASS
GRASS
PUMP
HSE
GRASS
GRAVEL
ASPHALT PARKING
AREA
ASPHALT PARKING
AREA
GEP-8W OW-43OW-42
OW-40
OW-41
OW-38
OW-37
OW-39
IW-8
OW-14
MMPE-1
MMPE-2MMPE-4
MMPE-6
MMPE-5
MMPE-3
Rail-Road Tracks
Overhead Electric
LEGEND
Right-of-Way / Easement
Property Line
Deep Monitoring Well Location
Recovery Well Location
Fence Line
PP
Air Sparge Well Location
Substrate Injection Well Location
Soil Boring/Sample Location
Geoprobe Temporary Well
OW-30 and GP-4 Identical Locations
NOTES
George T. Paris & Assoc. dated 12/5/08.
Map based on physical survey completed by
Power Pole
Shallow Monitoring Well Location
Multi Phase Extraction Well Location
HA-2
HA-1
HA-3
HA-4
VP-1
VP-2
VP-5
VP-4
VP-3
VP-6
VP-7
VP-8
(217.91 ft)
(219.59 ft)
(220.13 ft)
(219.51 ft)
(219.07 ft)
(222.35 ft)
(222.91 ft)(224.37 ft)
(224.26 ft)
(224.10 ft)
(222.38 ft)
(223.91 ft)
(225.03 ft)
(226.43 ft)
(226.91 ft)
(227.22 ft)
(224.87 ft)
(223.70 ft)
(223.09 ft)
(224.78 ft)
(221.23 ft)(221.78 ft)2262
2
5
2
2
3
22
2
221
22
0
21
9
218 2242232
2
7
224223
SHALLOW GROUNDWATER ELEVATION - 4th QUARTER 2018
FORMER EATON CORPORATION FACILITY HWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A MB/SAA
3/22/2019
0 50 100 150 20025
Feet
1 inch = 80 feet
\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\4Q18\ShallowGWElevation_4Q18.mxd
1:963
FIGURE 4Groundwater Flow DirectionGroundwater Elevation ContourDashed where inferred
AM
x-x-
'tb
-+
__ .,,,,
I
/
/
/
\
\
0
\@
'
'•' --
0
t
0
0
0
0
@
(!j
/
I 0
~
. .
I
. .
I
0
)(
\
)(
\
)(
\
)(
I . . . .
I . .
X
I
X
I
X
I
X
I
X
I
X
I
X
\
)(
)(
\
)(
\
)(
\ . )(
l ' )(
\
)( . .
I '){
I
X
I
X
I
X
I
~/
I
X
I
X
I
X
I
X
I
X
I
0
antea~
LAURINBURG & SOUTHERN RAILROADPP
PP
PP
PP
US HIGHWAY # 401FMCR-D
OW-28
OW-29
OW-27
OW-26
OW-25
OW-24
OW-22
OW-21
OW-20
OW-18
OW-17
OW-16
OW-15
OW-23V
OW-12
OW-11
RW-2
OW-10
OW-9
OW-8
RW-1
OW-7
RW-4
OW-5RW-3
OW-4OW-3
OW-6
OW-2
GRASS
OW-34
OW-35
OW-33
OW-32
OW-30OW-31v
OW-36v
BG-1 BG-2
BG-3
BG-4
BG-5
FPAST-D
FPAST
FPAST-E
FPAST-B
FMCR-D
HHOAST
FMCR-B FMCR-A
MMR-C
MMR-B
MMR-A
FSP-C
FSP-B
FSP-A
OW-11A
SB-15
OW-10D
OW-10A
OW-10B
OW-10C
SB-14
SED-1
GEP-2
GEP-1
GEP-6
GEP-5
GEP-3
GEP-9
GEP-10GEP-4
GEP-7
GP-5
GRASS
GRAVEL
ASPHALT
CONC
RAMP
GRASS
GRASS
GRASS
GRASS
PUMP
HSE
GRASS
GRAVEL
ASPHALT PARKING
AREA
ASPHALT PARKING
AREA
GEP-8W OW-43OW-42
OW-40
OW-41
OW-38
OW-37
OW-39
IW-8
OW-14
MMPE-1
MMPE-2MMPE-4
MMPE-6
MMPE-5
MMPE-3
Rail-Road Tracks
Overhead Electric
LEGEND
Right-of-Way / Easement
Property Line
Deep Monitoring Well Location
Recovery Well Location
Fence Line
PP
Air Sparge Well Location
Substrate Injection Well Location
Soil Boring/Sample Location
Geoprobe Temporary Well
OW-30 and GP-4 Identical Locations
NOTES
George T. Paris & Assoc. dated 12/5/08.
Map based on physical survey completed by
Power Pole
Shallow Monitoring Well Location
Multi Phase Extraction Well Location
HA-2
HA-1
HA-3
HA-4
VP-1
VP-2
VP-5
VP-4
VP-3
VP-6
VP-7
VP-8
(6.2 ug/L)
(0.31 ug/L)
(<0.048 ug/L)
(<0.048 ug/L)
(0.31 ug/L)
(19 ug/L)
(<0.48 ug/L)
(<0.048 ug/L)
(<0.048 ug/L)
(64 ug/L)
(<0.048 ug/L)
(370 ug/L)
(100 ug/L)
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS NS
NS
NS NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
25
1100
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A MB/SAA
3/11/2019
0 50 100 150 20025
Feet
1 inch = 80 feet
\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\4Q18\Benzne_4Q18.mxd
1:963
FIGURE 5
GROUNDWATER ANALYTICAL RESULTS- BENZENE 4th QUARTER 2018
FORMER EATON CORPORATION FACILITYHWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
Benzene ConcentrationDashed where inferred
Not SampledSample not detected above method detection limitNorth Carolina Administrative Code Benzene 2L Standard
All values are in micrograms per liter (ug/L)
AM
NS<0.041 ug/L
' !: ' I "' ' IX
I ( ,., . 1><
'
1t1
I '><
':1
i)(
I
-■■-x-x-
x :
.-Jc__'::,:\ -:'-t:::::==--+f _ --, " ---------------
j :. \. _<ir - -
• l .. --~---.. _· -----;,,11, ,, •. ----
\
' .
\
' .
\ . .
\
--
·., .@
r•· " ~
0
/
-----
/
/ / +
/
0
-x 1+ X-
0
0
0
0
0
0
0
© 0
\
)(
\
)(
\
)(
\
)(
\
)(
')(
\
')(
\
')(
\
)(
')(
I
X
I
X
I
X
I
~ @x , I
! X
i I
: X
! I
, X
f I
I X
: I
I X
: I ! X
i I
; X
I I
X
! I
' X
{ I
I X , I
I X
i I
• X j I
X
I
X
I
X
I
X
0
antea~
LAURINBURG & SOUTHERN RAILROADPP
PP
PP
PP
US HIGHWAY # 401FMCR-D
OW-28
OW-29
OW-27
OW-26
OW-25
OW-24
OW-22
OW-21
OW-20
OW-18
OW-17
OW-16
OW-15
OW-23V
OW-12
OW-11
RW-2
OW-10
OW-9
OW-8
RW-1
OW-7
RW-4
OW-5RW-3
OW-4OW-3
OW-6
OW-2
GRASS
OW-34
OW-35
OW-33
OW-32
OW-30OW-31v
OW-36v
BG-1 BG-2
BG-3
BG-4
BG-5
FPAST-D
FPAST
FPAST-E
FPAST-B
FMCR-D
HHOAST
FMCR-B FMCR-A
MMR-C
MMR-B
MMR-A
FSP-C
FSP-B
FSP-A
OW-11A
SB-15
OW-10D
OW-10A
OW-10B
OW-10C
SB-14
SED-1
GEP-2
GEP-1
GEP-6
GEP-5
GEP-3
GEP-9
GEP-10GEP-4
GEP-7
GP-5
GRASS
GRAVEL
ASPHALT
CONC
RAMP
GRASS
GRASS
GRASS
GRASS
PUMP
HSE
GRASS
GRAVEL
ASPHALT PARKING
AREA
ASPHALT PARKING
AREA
GEP-8W OW-43OW-42
OW-40
OW-41
OW-38
OW-37
OW-39
IW-8
OW-14
MMPE-1
MMPE-2MMPE-4
MMPE-6
MMPE-5
MMPE-3
Rail-Road Tracks
Overhead Electric
LEGEND
Right-of-Way / Easement
Property Line
Deep Monitoring Well Location
Recovery Well Location
Fence Line
PP
Air Sparge Well Location
Substrate Injection Well Location
Soil Boring/Sample Location
Geoprobe Temporary Well
OW-30 and GP-4 Identical Locations
NOTES
George T. Paris & Assoc. dated 12/5/08.
Map based on physical survey completed by
Power Pole
Shallow Monitoring Well Location
Multi Phase Extraction Well Location
HA-2
HA-1
HA-3
HA-4
VP-1
VP-2
VP-5
VP-4
VP-3
VP-6
VP-7
VP-8
(<0.044 ug/L)
(31,000 ug/L)
(2.2 ug/L)
(<0.044 ug/L)
(130 ug/L)
(1,200 ug/L)
(4,200 ug/L)
(<0.044 ug/L)
(<0.044 ug/L)
(32,000 ug/L)
(<0.044 ug/L)
(97,000 ug/L)
(130,000 ug/L)
NS
NS
NS
NS
NS
NS
NS NS
NS
NS
NS
NS
NS
NS
NSNS
NS
NS NS
NS
NS
NS
NS
NS
NS
NS
600 60,00060,000GROUNDWATER ANALYTICAL RESULTS- TOLUENE 4th QUARTER 2018
FORMER EATON CORPORATION FACILITYHWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A MB/SAA
2/20/2019
0 50 100 150 20025
Feet
1 inch = 80 feet
\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\4Q18\Toluene_4Q18.mxd
1:960
FIGURE 6
AM
Toluene ConcentrationDashed where inferred
Not SampledSample not detected above method detection limitNorth Carolina Administrative Code Toluene 2L Standard
All values are in micrograms per liter (ug/L)
NS<0.04600 ug/L+0 ·♦@@H)U ~ 11 0 QJ ::::, rt (t) . ,,, __ ,,, ,,, . .. )(. \ ~ r )(. ~ ,,) w -)(."2 OJ. 10° ---------------------,c:~i;;.•~x~-x~,...,~::::.. -x~ -\ ' ....... ----.. { cif>" . \ \ ·~ ,,,, . , , ,,", ,,,, ~ ~-lffl ,_ ;,,•/, ,,>; II p,J;' ~.~ ,, ~ ~ -,, , ,, 'I N $ 1 ,,, ~I' I ,,, I' -I I I , ~,!,/,,::.,: ~: I , • ~· :; t,t : j / / 0 \ / \ @ @ \ / ) ' I \ I I ' -\ 4-1 I \ I \ I \ { \ I \ I@ \ I 1~0 ;!r;,;,,:-_t t~J ~( I ~ \ I \ \0 0 ♦ \ -~~-. ·•J~{ , .. , .. T ,. ,., n \ ... +:.~t'. ,'~,~',l;',11,':,; \ ♦ 0+-0 \ \ \ --. \ ♦ ~ ♦(t) \ \ ' --t~ --I \ ""' \ @ ' ' , ~,,>,>;s· .. ,,:,; r·~AJ □ ........... ,,,;s,.,,~,,, 0 _ , h 11 _., 1 '• 1,.,....,,,,,, .._ 0 Gia G 0 0 @ 0 -------------·-;· -)(. -··-----------------------------------------------~--, -------)(. -w -)(. -x-x-x-x-x-x-x-x-x-x-x-x-x -x-x-x-x x-x-x-x @ 0 I I @ )(.-)(. . )(. @ 0 -)(.-0 0 )(.-)(.-)(.-
LAURINBURG & SOUTHERN RAILROADPP
PP
PP
PP
US HIGHWAY # 401FMCR-D
OW-28
OW-29
OW-27
OW-26
OW-25
OW-24
OW-22
OW-21
OW-20
OW-18
OW-17
OW-16
OW-15
OW-23V
OW-12
OW-11
RW-2
OW-10
OW-9
OW-8
RW-1
OW-7
RW-4
OW-5RW-3
OW-4OW-3
OW-6
OW-2
GRASS
OW-34
OW-35
OW-33
OW-32
OW-30OW-31v
OW-36v
BG-1 BG-2
BG-3
BG-4
BG-5
FPAST-D
FPAST
FPAST-E
FPAST-B
FMCR-D
HHOAST
FMCR-B FMCR-A
MMR-C
MMR-B
MMR-A
FSP-C
FSP-B
FSP-A
OW-11A
SB-15
OW-10D
OW-10A
OW-10B
OW-10C
SB-14
SED-1
GEP-2
GEP-1
GEP-6
GEP-5
GEP-3
GEP-9
GEP-10GEP-4
GEP-7
GP-5
GRASS
GRAVEL
ASPHALT
CONC
RAMP
GRASS
GRASS
GRASS
GRASS
PUMP
HSE
GRASS
GRAVEL
ASPHALT PARKING
AREA
ASPHALT PARKING
AREA
GEP-8W OW-43OW-42
OW-40
OW-41
OW-38
OW-37
OW-39
IW-8
OW-14
MMPE-1
MMPE-2MMPE-4
MMPE-6
MMPE-5
MMPE-3
Rail-Road Tracks
Overhead Electric
LEGEND
Right-of-Way / Easement
Property Line
Deep Monitoring Well Location
Recovery Well Location
Fence Line
PP
Air Sparge Well Location
Substrate Injection Well Location
Soil Boring/Sample Location
Geoprobe Temporary Well
OW-30 and GP-4 Identical Locations
NOTES
George T. Paris & Assoc. dated 12/5/08.
Map based on physical survey completed by
Power Pole
Shallow Monitoring Well Location
Multi Phase Extraction Well Location
HA-2
HA-1
HA-3
HA-4
VP-1
VP-2
VP-5
VP-4
VP-3
VP-6
VP-7
VP-8
(370 ug/L)
(<9.8 ug/L)
(<0.098 ug/L)
(<0.098 ug/L)
(0.97 ug/L)
(0.59 ug/L)
(<0.98 ug/L)
(<0.098 ug/L)
(<9.8 ug/L)
(<9.8 ug/L)
(140 ug/L)
(<9.8 ug/L)
(<9.8 ug/L)
NS
NS
NS
NS
NS
NS
NS
NS
NS NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS NS
NS
NS
NS
1000.7GROUNDWATER ANALYTICAL RESULTS- TETRACHLOROETHENE
4th QUARTER 2018
FORMER EATON CORPORATION FACILITYHWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A MB/SAA
2/20/2019
0 50 100 150 20025
Feet
1 inch = 80 feet
\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\4Q18\PCE_4Q18.mxd
1:960
FIGURE 7
AM
Tetrachloroethene ConcentrationDashed where inferred
Not SampledSample not detected above method detection limitNorth Carolina Administrative Code Tetrachloroethene 2L Standard
All values are in micrograms per liter (ug/L)
NS<0.040.7 ug/L
0 CJ :::, ,..,. m _.,,,. @ DJ, A l.O' ---\ ol . \J C "tJ .. _.,,, .,,, 0 ,-; ( I I \ :><\ I +0 ·4@@Glil~ ~ 11 --4-1 --0 @ 0 0 @ ----.,,,. " \ / / / 0 I I I I / ... ♦ ... @ @ e+-0 0 ♦@ 0 @ 0 0 ~,-)(-.-. 1<=~~x~e-~-~-~-;_:; _ ,<-=. xs:::--~ . .., ·,--. ,,·,1r·. II 'I 1r,, lj I " "'r,. ,.,. , I r, .,rl zl I ,II , , , ,, '., ; 1-, I'"' ~ , 1 "" ',,,,,,,. .,, , ,,,. ., ,, , 1 .. , '11 tr fr~ ,J ~ 1 I I' I I "r 1-'' ,.,.11.._ :I;._"'~ .t "'! ,,~ r.r• 0 @ @ 0 0 0 -~·=·X -X -x-x _: _X~X-x _; _: _,_;:•;--~-. x-x -x··-·· -------------.. -x-x-X-x-'1---x·-'l--'1--'1-.')(_y._y._'1-_y._
Rail-Road Tracks
Overhead Electric
LEGEND
Right-of-Way / Easement
Property Line
Deep Monitoring Well Location
Recovery Well Location
Fence Line
PP
Air Sparge Well Location
Substrate Injection Well Location
Soil Boring/Sample Location
Geoprobe Temporary Well
OW-30 and GP-4 Identical Locations
NOTES
George T. Paris & Assoc. dated 12/5/08.
Map based on physical survey completed by
Power Pole
Shallow Monitoring Well Location
Multi Phase Extraction Well Location
HA-2
HA-1
HA-3
HA-4
VP-1
VP-2
VP-5
VP-4
VP-3
VP-6
VP-7
VP-8LAURINBURG & SOUTHERN RAILROADPP
PP
PP
PP
US HIGHWAY # 401FMCR-D
OW-28
OW-29
OW-27
OW-26
OW-25
OW-24
OW-22
OW-21
OW-20
OW-18
OW-17
OW-16
OW-15
OW-23V
OW-12
OW-11
RW-2
OW-10
OW-9
OW-8
RW-1
OW-7
RW-4
OW-5RW-3
OW-4OW-3
OW-6
OW-2
GRASS
OW-34
OW-35
OW-33
OW-32
OW-30OW-31v
OW-36v
BG-1 BG-2
BG-3
BG-4
BG-5
FPAST-D
FPAST
FPAST-E
FPAST-B
FMCR-D
HHOAST
FMCR-B FMCR-A
MMR-C
MMR-B
MMR-A
FSP-C
FSP-B
FSP-A
OW-11A
SB-15
OW-10D
OW-10A
OW-10B
OW-10C
SB-14
SED-1
GEP-2
GEP-1
GEP-6
GEP-5
GEP-3
GEP-9
GEP-10GEP-4
GEP-7
GP-5
GRASS
GRAVEL
ASPHALT
CONC
RAMP
GRASS
GRASS
GRASS
GRASS
PUMP
HSE
GRASS
GRAVEL
ASPHALT PARKING
AREA
ASPHALT PARKING
AREA
GEP-8W OW-43OW-42
OW-40
OW-41
OW-38
OW-37
OW-39
IW-8
OW-14
MMPE-1
MMPE-2MMPE-4
MMPE-6
MMPE-5
MMPE-3
(0.95 ug/L)
(630 ug/L)
(<0.097 ug/L)
(<0.097 ug/L)
(<0.097 ug/L)
(0.54 ug/L)
(<0.097 ug/L)
(<0.097 ug/L)
(43 ug/L)
(<0.097 ug/L)
(<9.7 ug/L)
(<9.7 ug/L)
NS
NS
NS
NS
NS
NS
NS
NS NS NS
NS NS
NS
NS
NS
NS
NSNS
NS
NS
NS
NS
NS
NS
NS NS
NS
0.03GROUNDWATER ANALYTICAL RESULTS- VINYL CHLORIDE
4th QUARTER 2018
FORMER EATON CORPORATION FACILITYHWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A MB/SAA
2/20/2019
0 50 100 150 20025
Feet
1 inch = 80 feet
\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\4Q18\VC_4Q18.mxd
1:960
AM
FIGURE 8
Vinyl Chloride ConcentrationDashed where inferred
Not SampledSample not detected above method detection limitNorth Carolina Administrative Code Vinyl Chloride 2L Standard
All values are in micrograms per liter (ug/L)
NS<0.040.03 ug/L
0 QJ ::::, rt (t) . ,,, __ ,,, i) OJ. 10° ,,, . .. +0 ·♦@@H)U ~ 11 4-I -~ 0 @ 0 0 J I 0 @ ---------------------,c:~i;;.•~x~-x~,...,~::::.. -x~ // ~)f ,,,,;.,,,,,, $/':,,,~::,,,,~, , , , ' ~,!,/,,::.,: L. • 131111E□J'l~~., •• 1 1 ... 1 a;.; ••.• >:=:J ....... u '~ ::u,.-=........,, .[; ~i .. ·.,·1 .. ,!l ♦ ♦ ♦ @ 1 • I 'z , __ I ~ _e -1r■ _r I• "'• .,.I 1_r ,.,. ""••"' -, I" • .,. • --~~-7 t'+ l'I ... . ..!t ~,,,,~','•, , .. ,".': "~] • d n,_ ,,.1 0+-0 0 ♦@ ,~ I ---, ~·~@.,.:(Ir.·®'! ·~·I ."1,: •• 1 ,. ~ L 0 @ 0 0 0 □ Gia G I I @ I 0 0 @ 0 X -X -X -X -X -X -x -x -x -x = X-_ ;::-.:_-,;::·=·~--~-"' ----------------_)(._)(._)(._ )(. -)(. -)(. -)(. -)(. -)(. .)(. -)(. -x-x-x-x-
[[[[[[[[[[[[[[[[[[[[[[[WWWWWWWWWWWWWWWWWWWWWWWWWWWWW!!!!!
!
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!U
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0.26 ND 0.180.471.01
ND
ND
1.195.59
0.24
ND
0.48ND
0.17
0.04
0.19
ND
ND
ND ND
ND0.08
(0.09)
(4.73)
(99.10)(602.20)
ND
(8.30)
(4.30)
(5.82)
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Concrete Pad
SA-13 SA-14 SA-15SA-12SA-11
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SA-20
SA-10
SA-09
SA-07
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SA-18 SA-05
SA-19
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HA-3
HA-4
HA-1
PROPOSED PRE-EXCAVATION INJECTION AREA
LOCATION MAP
FORMER EATON CORPORATION FACILITY
HWY 15/501 @ 401
LAURINBURG, NORTH CAROLINA
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
7/11/2019
0 10 20 30 405
Feet 1 inch = 10 feet$\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Soil Assessment 6 Feet.mxd
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FIGURE 9
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Laboratory Data Isoconcentration (mg/kg)
(Dashed Where Inferred)
FROG-4000-Derived Data (mg/kg)
Laboratory-Derived Data (mg/kg)
1.08(6.33)
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OW-38
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MMPE-5
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
6/3/2019 1 inch = 30 feet $\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Figure 4.mxd
1:360
AM
FIGURE 10
PROPOSED EXCAVATION AND SOIL AMENDMENT APPLICATION LOCATION MAP
FORMER EATON CORPORATION FACILITY HWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
0 15 30 45 607.5
Feet
Legend
Property Line
E Overhead Electrical Lines
G Gas
S T Storm Sewer
W Water
[ [Fence
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Proposed DPT Injection Location (7.5' centers)
Proposed DPT Water Line Area Injection Location
------------------
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FMCR-D
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OW-25
OW-24
OW-22
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OW-9
OW-8
RW-1
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OW-33
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OW-40
OW-41
OW-38
OW-37
OW-39
OW-14
MMPE-6
MMPE-5
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
6/3/2019 1 inch = 30 feet $\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Figure 4.mxd
1:360
AM
FIGURE 11
PROPOSED EXCAVATION INJECTION AREA LOCATION MAP
FORMER EATON CORPORATION FACILITY HWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
0 15 30 45 607.5
Feet
Legend
Property Line
E Overhead Electrical Lines
G Gas
S T Storm Sewer
W Water
[ [Fence
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Proposed post-excavation injection location
(7.5' centers)
------------------
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FMCR-D
OW-27
OW-25
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OW-8
RW-1
OW-7
OW-33
OW-32
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OW-40
OW-41
OW-38
OW-37
OW-39
OW-14
MMPE-6
MMPE-5
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
6/3/2019 1 inch = 30 feet $\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Figure 4.mxd
1:360
AM
FIGURE 12
PROPOSED WATER LINE INJECTION AREA LOCATION MAP
FORMER EATON CORPORATION FACILITY HWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
0 15 30 45 607.5
Feet
Legend
Property Line
E Overhead Electrical Lines
G Gas
S T Storm Sewer
W Water
[ [Fence
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Proposed Fire Waterline injection location
(~7.5' centers)
------------------
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FMCR-D
OW-27
OW-25
OW-24
OW-22
OW-20
OW-23V
OW-9
OW-8
RW-1
OW-7
OW-33
OW-32
OW-30OW-31v
OW-36v
FMCR-D
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MMR-B
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GEP-9
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GEP-8
OW-43OW-42
OW-40
OW-41
OW-38
OW-37
OW-39
OW-14
MMPE-6
MMPE-5
PROJECT NO.
DATE
PREPARED BY
REVIEWED BY
REF SCALE
MAP SCALE
170734296A ALR
6/3/2019 1 inch = 30 feet $\\gis-s3\GIS_Data\Sandbox\!Projects\A-E\Eaton\Eaton Laurinburg\Project Number\Layout\Figure 4.mxd
1:360
AM
FIGURE 13
PROPOSED AREA-WIDE INJECTION AREA
LOCATION MAP
FORMER EATON CORPORATION FACILITY HWY 15/501 @ 401LAURINBURG, NORTH CAROLINA
0 15 30 45 607.5
Feet
Legend
Property Line
E Overhead Electrical Lines
G Gas
S T Storm Sewer
W Water
[ [Fence
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Proposed DPT Injection Location (7.5' centers)
------------------
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LEGEND
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200 300 400 500 500 700 800
Sandy Soil Material
Clayey Soil Material
Water Table Elevation
NOTES
Map adapted from well records completed by
others & site plan by Excel
Structure locations are approximate.
1
900
95001 /Phase I RI\Cross Sections_12.28.09
1,000 1,100 1,2100 feet
- 230'
— 220'
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Excel
Clwll Q Environmental Associates, PLLC
625 HUNTSMAN COURT, GASTONIA, NC PHONE r (704] 8$1-0860
PREPARED FOR : EATON CORPORATION
GOLF PRIDE GOLF GRIP FACILITY
HWY 15/501 @ HWY 401, LA URINBURG, NC
MAP TITLE :
FIGURE 5 - LITHOLOGIC CROSS-SECTION - A /A'
PAHSE 1 REMEDIAL INVESTIGATION
PROJECT NO. :
96001
DRAWN BY :
TWG
SCALE: DATE:
1" = 150' 12/28/09

LEGEND
l,pr, zir,
r
8
OW-25
45'7D
8
100 200 300
Sandy Soil Material
Clayey Soil Material
Water Table Elevation
NOTES
Map adapted from well
others & site plan by
Structure locations are
400
records completed by
Excel
approximate.
500
500
3
- 230'
- 220'
- 210'
J
- 200' c
D
W
- 190'
- 180'
- 170'
700 feet
Excel
CI�11 & Environmental Associates, PLLC
625I►UATSM.JNCOURT, GASTONIA, NC PHONE: [phone]
PREPARED FOR :
EATON CORPORATION
GOLF PRIDE GOLF GRIP FACILITY
HWY I5/501 @ HWY 401, LAURINBURG, NC
MAP TITLE :
FIGURE 6 - LITHOLOGIC CROSS-SECTION - B / B'
PHASE 1 REMEDIAL INVESTIGATION
PROJECT NO. :
95001 \Phase I RI\Cross Sections_12.28.09 96001
DRAWN BY : SCALE : DATE :
TWG
1"=150'
12/28/09

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DELIVERY PUMP WITH AIR COMPRESSOR
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DEPTHS:
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12-14 FT BGS
14-16 FT BGS
16-18 FT BGS
18-20 FT BGS
TOTAL DEPTH 20 FT BGS
LOCK QUICK CONNECTS
PRESSURE GAUGE
GATE VAL VE WITH CAM V LOCK QUICK CONNECT -FOR PRESSURE RELIEFH7
TRANSFER FITTING
GROUND SURFACE
SOLID CASING
� �EXPOSED SCREEN
� � LENGTH VARIES
EXPENDABLE DRIVE TIP
INJECTION WELL
PROJECT NO.:
170734296A
PREPARED BY:
RT
REVIEWED BY:
RT
FORMER EATON CORPORATION
FACILITY HWY 15/501 @
401 LAURINBURG, NORTH CAROLINA
MODIFIED BY: 6MB
DATE:
1118119
FILE NAME: antea·group INJ -//V/V/V/V/V/V/V/V/V/V/V/' / /,/ /\/ /\/ /\/ /\/ /\/ /\/ /\/ /\/ /\/ /\/ /

REAL ESTATE PURCHASE AGREEMENT
• TITI , R EAi. ES'I A'I I~ PlJRC I I ASh AC i RhEMl •:1''1 (llit:"Agn:t:rm:11 1) i, t:11tt:rl:)II irr to as
of the 21 ~ day or May. 2009 (the "Effcclivc Date') by and between EATON CORPORATION. an
Ohio corporuLion, s11ccesso r hy merger 10 Eaton Y11lc & Towne, Inc. ("Scllcr"), and SCOTLAJ\D
HOLDINGS, LLC, a No rth Carolina lim iLed liability company {'Buyei), on the following te, ms an<l
conditions:
(c) Seller (on behalf of Seller ar.d all sul:Cessurs in interest to Seller) hcrcby
covenants thn t ii will ns~u1110..: foll responsi brlrty for l{emediat10n of the I la1.arclous S ubsta nces e.'cisting on,
all()u t, he,ieatl1 OI' migrati ng from the Properly that (i) violate appli cable Environmental Law, (ii) were
re le ased or dischar11cd in to the Ct1\'iro111110..:11 t by Scllt:r or as ll resu lt of Seller's ope rations at the Property,
1md (iii) i.:xi~L ii~ of the Closing Date , nil in a::cordanec will1 the terms specified in th is Agreement, which
obligation shall perpetually s urvive th e Closing. For purpm,1:S or thi s Agreem en t, Seller 11eknowledges
that all lh11,1 rdoJ5 S11hs111nccs identified to dace by Se ller or its consultants that currently t·xist in the soil
o r gmundwater a: the Property were released o r di scharged as a rcsull of Seller's operntiL>11 s. Spceitical ly,
Seller ~~ill 11~:,,ume full rcsponsi hi lity for co·npliane e, at its sole expense, with the obligations required o f
tire "Remediatof under that certain Administrative A1:-rrccment for Registered Environmental Consulhmt-
Directed Assessment 1111d Remedial Action be tween ~cllcr nnd the , orch Carol ina Oepa11ment of
Jinvimnmelll a nd l\arural Resources ("DE R") Division of Waste l\·1a.iagemen l, as 1m1y bt: a mcruJcd from
t im e to time in Seller's reasona ble d iscri;ti on o r as rcquirt:d by DEN R, prt::.t:n tl y in die form of that
atwchcd hereto a.s Exhibit E (1{EC Agreement). The parties anticipate th a t Seller's compli ance with and
completi on of the REC AKrccmcnl will likely co11st i1ut t: rl1 c t:,\lt:11 1 of Sellc:i'~ required Remed ia tion, hu t
St:ller shall remain responsible fo r and complete 2ny Remediation that may be additionally required
pursuant to this Agreement. AH Remediation will be pcrfonncd by Scller or its employees, agents or
eontr!IClors at Sdle,'s sole cosl. Seller s hall also provide Buyer with reasonable written notice of its
intended Remedia tion <1cliv it ies and sy~tcms it intend~ to employ 011 the Property, a nd Seller agree;; LO
cons ult and coordinnte with B11yer prior to im1>lemcntation of any Remediation activity in order to make
rea.~onab le efforts to minimize interfe ren ce with b usi ness operati ons at tho..: Properly. Seller furlher agrees
to cooperate with Duyer if Duy er pursues eligibility 11s a Prospective IJeve lo per o f the Property pursuant
-4-

111 the North Carolina Ilrownficlds Property Reuse Act of 199 7, N.C. Gen. Stat. ~ I 30A -3 I 0.30. ct seq.
("Orownficlds Prot,'l'itm"), with Buyer agreeing (and o n behalf of Buy~ and a ll :.11cce,,1,rs in intere.-;1 to
Huycr) 10 use ren_~onable effort..~ to negotiate a Brownfie lds Agreement that doe, not req uire Buyer to
perfo,m any rcmed ialion work as long as Seller continues to meet it s obl igations u-11 ler the REC:
Al!fccmcnt . lfthc proposed Hrownfields Agrccmcnl requ ir\:S Buyer Lo perfom1 rcrm:<liation in additi on to
that which the Seller is required to pcrfunn under the trnC ,\grccmcnt, the parties will cooperate with
each olhcr in discussing the scope with the Brownfield,; Progrom admin i,1 rator~. In the e"ent that Buyer
elect!> to execute a Hrownfic ld s A~rccmen t with DEi\ R tl11Jt requires Bu)'er to pe rfonn remcdia lion in
additi on to that required o f Seller under it~ REC Agreement, then Buyer :.hall be solely respon::.ihlc for
imp le menting any such addit:onal requ ired remediat ion ur1dcr the Brownfield<. Agr'eement at Buyer's sole
cost and otherwise in accordtmce with the term s hereof. In no event ~hall Seller ~ re.'>poosible for the
incrc.asi.:d scope and related expense of remediation under the Drown fie lds /\greemcr.t. ror avoidance of
doubt, Seller's Remediation shall nol be in1 :edcd fir delayed in any man ner by Buyer's election lo
participato in the Brownfields l'rosram.
(d) Buyer sh all cooperate with Seller from time to tim e in Scllcr:'s performance o f
s uch Remed iation (altho ugh Buyer shall no t be required to bear imy of the c>.pense of Hemediation),
in cluclin g Buyer"s ag,cement (on behalf of Buyer and all !>1:ccessors in interest to Buyer) to implement the
in stitution al controls, as set forth below. that will neither exacerbate the condit ion of lhc Property uor
hin de r (he Remediation, and to reflect such r"-st riction~ thruugh rcstriccive covenants placed of record in
the Scotland County Register of Di.:~ds Office nn d which restr icti ons shall run with the land , be binding
upon all :,ubscqueul holders of any inte rest in or to the Property, and inure to 1hc benefit o f Sell er. ·1 he
in:.titulional controls to be im pl emented arc: {A) !,(rou11dwatcr ut the l'roperty may not be used for a ny
purpose; (B) no potable water :,upply wells may be installed in o r on the Property; (C) lht: substmice; set
forth on J;xhih it t-attached hereto and incorporated herein by referen ce ("'ll estricted S:rbstanccs") and
1he11· related breakdown chemica l s ubs1ance~ may not he used in on-site manufacturing proce:,:,1:s or
stored, handled or ruanagccl i1 a manner that could reasonably result in ullditional co111am ination at the
Property; ( D) the Property rr.ay no( be used fo r 1111y p11111n~c: other thnn indJstria l use; and (E) any other
restriction rcc1u ired by the DENR a~ a condition of its issuance of a No Further Action letter to Seller for
th<.: Hemechation at th e Property or to complclc the Remediation which will not unreasonably interfere
wi1h Huyer·s and its tcna11t's opc:rn licn~ HI the l'l'Operty. For avoidance of doubt, Seller n:hcins sole and
exclusive docision-mn~ing authority and control (with eoun~d itnd consu lt an1s of iL'i choosing) with
re~pcct co any matter associated wilh th e Rcmecl inhon n_~ lo ng a s Seller cont inues to perform s ui.:h
Rcmcdia(ion in Clm1pl i,111ct: with applicable Em•ironmcn tal Laws. 1.n a<l(li1ion, Buyer (for it~elf, its
te n1111ts or ot her occupants and on beh a lf or 1111 other sm:cc.~sors in and to any interest in tli c Propcr1y)
hereby agrees to occupy nnll opc:rn te th e l'ropcr1y in compl iance with all Environr11c11111l I .aws, and not 10
store, clisehJrge, release or dispose of Haamlous 'ub~t,mce on or near I.lie l'ropcrty except in compliance
with all Environmental Litw:., which covenant shal I be binding upon all s ubsct1ucnt holden; of :my i11tcre~l
in or to the: Pm11erty, and inure lo the benefit o f cllcr. Duyer (for it self and on behalf of all successors in
interest to Buyer) further ugrees 10 be exclusively rcsponsib'.c for the management 111' ull a,be\tos-
contain ing rnnlerials ac, in or on the Buildin,11, or othcrwis<.: affixed to or incorporated in any of the
Personal l'roperty. all in accord11111.:e wit h ap1,licable lmvironmental laws and at Buyer's cxpi.:nsc.
1. Identification
Product identifier Oxygen Biochem (OBC)™
Other means of identification Not available.
Recommended use Oxygen Biochem (OBC)™ is used to promote chemical oxidation and aerobic bioremediation of
petroleum compounds in groundwater.
Recommended restrictions Use in accordance with supplier's recommendations.
Manufacturer/Importer/Supplier/Distributor information
Manufacturer/Supplier Redox Tech, LLC
Address 200 Quade Drive Cary
NC 2751
Telephone [phone]
E-mail [e-mail]
Contact person Dr. John Haselowi
Emergency Telephone For Hazardous Materials [or Dangerous Goods] Incidents ONLY
(spill, leak, fire, exposure or accident), call CHEMTREC at
CHEMTREC®, USA: 001 [phone]
CHEMTREC®, Mexico (Toll-Free - must be dialed from within country):
01-800-681-9531
CHEMTREC®, Other countries: 001 [phone]
2. Hazard(s) identification
Category 3Oxidizing solidsPhysical hazards
Category 4Acute toxicity, oralHealth hazards
Category 2Skin corrosion/irritation
Category 2Serious eye damage/eye irritation
Category 1Sensitization, respiratory
Category 1Sensitization, skin
Category 3 respiratory tract irritationSpecific target organ toxicity, single exposure
Not classified.OSHA defined hazards
Label elements
Signal word Danger
Hazard statement May intensify fire; oxidizer. Harmful if swallowed. Causes skin irritation. Causes serious eye
irritation. May cause allergy or asthma symptoms or breathing difficulties if inhaled. May cause an
allergic skin reaction. May cause respiratory irritation.
Precautionary statement
Prevention Keep away from heat. Keep/Store away from clothing and other combustible materials. Take any
precaution to avoid mixing with combustibles. Wear protective gloves/eye protection/face
protection. Wash thoroughly after handling. Do not eat, drink or smoke when using this product.
Avoid breathing dust/fume. In case of inadequate ventilation wear respiratory protection.
Contaminated work clothing must not be allowed out of the workplace. Use only outdoors or in a
well-ventilated area.
Response In case of fire: Use foam, carbon dioxide, dry powder or water fog for extinction. If swallowed: Call
a poison center/doctor if you feel unwell. Rinse mouth. If on skin: Wash with plenty of water. If
skin irritation or rash occurs: Get medical advice/attention. Take off contaminated clothing and
wash before reuse. If in eyes: Rinse cautiously with water for several minutes. Remove contact
lenses, if present and easy to do. Continue rinsing. If eye irritation persists: Get medical
advice/attention. If inhaled: If breathing is difficult, remove person to fresh air and keep
comfortable for breathing. If experiencing respiratory symptoms: Call a poison center/doctor.
Oxygen Biochem (OBC)™SDS US
920293 Version #: 01 Revision date: - Issue date: 09-May-2014 1 / 7
Material Safety Data Sheet – Oxygen BioChem
REDOX TECH, LLC Ii)
"Providing Innovative In Situ Soil and Groundwater Treatment"
Storage Store in a well-ventilated place. Keep container tightly closed. Store locked up.
Disposal Dispose of contents/container in accordance with local/regional/national/international regulations.
Hazard(s) not otherwise
classified (HNOC)
None known.
3. Composition/information on ingredients
Mixtures
7775-27-1 70 - 90Sodium persulfate
CAS number %Chemical name
1305-79-9 10 - 20Calcium peroxide
Composition comments All concentrations are in percent by weight unless ingredient is a gas. Gas concentrations are in
percent by volume.
4. First-aid measures
Inhalation Move to fresh air. Do not use mouth-to-mouth method if victim inhaled the substance. For
breathing difficulties, oxygen may be necessary. Call a physician or poison control center
immediately.
Skin contact Remove and isolate contaminated clothing and shoes. For minor skin contact, avoid spreading
material on unaffected skin. Wash clothing separately before reuse. If skin irritation or an allergic
skin reaction develops, get medical attention.
Eye contact Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses, if
present and easy to do. Continue rinsing. Get medical attention if irritation develops and persists.
Ingestion Rinse mouth. Do not induce vomiting without advice from poison control center. If vomiting occurs,
keep head low so that stomach content doesn't get into the lungs. Do not use mouth-to-mouth
method if victim ingested the substance. Induce artificial respiration with the aid of a pocket mask
equipped with a one-way valve or other proper respiratory medical device. Get medical attention if
any discomfort continues.
Most important
symptoms/effects, acute and
delayed
May cause redness and pain. Symptoms may include coughing, difficulty breathing and shortness
of breath.
Indication of immediate
medical attention and special
treatment needed
Provide general supportive measures and treat symptomatically.
General information Ensure that medical personnel are aware of the material(s) involved, and take precautions to
protect themselves.
5. Fire-fighting measures
Suitable extinguishing media Water fog. Foam. Dry chemical powder. Carbon dioxide (CO2).
Unsuitable extinguishing
media
None known.
Specific hazards arising from
the chemical
Contact with combustible material may cause fire.
Special protective equipment
and precautions for firefighters
Self-contained breathing apparatus and full protective clothing must be worn in case of fire.
Fire-fighting
equipment/instructions
In the event of fire, cool tanks with water spray.
General fire hazards May intensify fire; oxidizer.
6. Accidental release measures
Personal precautions,
protective equipment and
emergency procedures
Keep unnecessary personnel away. Keep people away from and upwind of spill/leak. Wear
appropriate protective equipment and clothing during clean-up. Do not touch damaged containers
or spilled material unless wearing appropriate protective clothing. Avoid skin contact and inhalation
of vapors during disposal of spills. Ventilate closed spaces before entering them. Local authorities
should be advised if significant spillages cannot be contained. For personal protection, see Section
8 of the SDS.
Methods and materials for
containment and cleaning up
Stop the flow of material, if this is without risk. Prevent entry into waterways, sewer, basements or
confined areas. Following product recovery, flush area with water. For waste disposal, see Section
13 of the SDS.
Environmental precautions Avoid discharge into drains, water courses or onto the ground.
Oxygen Biochem (OBC)™SDS US
920293 Version #: 01 Revision date: - Issue date: 09-May-2014 2 / 7
7. Handling and storage
Precautions for safe handling Avoid inhalation of vapors/dust and contact with skin and eyes. Wash thoroughly after handling.
Keep away from clothing and other combustible materials. Use only with adequate ventilation. Do
not taste or swallow. Wear appropriate personal protective equipment (See Section 8). Observe
good industrial hygiene practices.
Conditions for safe storage,
including any incompatibilities
Store in original tightly closed container. Store away from incompatible materials (See Section 10).
Keep locked up.
8. Exposure controls/personal protection
Occupational exposure limits
US. ACGIH Threshold Limit Values
ValueTypeComponents
TWA 0.1 mg/m3Sodium persulfate (CAS
7775-27-1)
Biological limit values No biological exposure limits noted for the ingredient(s).
Appropriate engineering
controls
Observe occupational exposure limits and minimize the risk of exposure. Ensure adequate
ventilation, especially in confined areas.
Individual protection measures, such as personal protective equipment
Eye/face protection Wear safety glasses with side shields (or goggles).
Skin protection
Hand protection Wear protective gloves.
Other Neoprene or rubber gloves are recommended. Apron and long sleeves are recommended.
Respiratory protection In the case of respirable dust, use self-contained breathing apparatus. Wear positive pressure
self-contained breathing apparatus (SCBA).
Thermal hazards Wear appropriate thermal protective clothing, when necessary.
General hygiene
considerations
Always observe good personal hygiene measures, such as washing after handling the material
and before eating, drinking, and/or smoking. Routinely wash work clothing and protective
equipment to remove contaminants.
9. Physical and chemical properties
Appearance Off-white, granular solid.
Physical state Solid.
Form Solid.
Color Off-white.
Odor Odorless.
Odor threshold Not available.
pH 11.7±0.4 (1-40% solution, slurry)
Melting point/freezing point Not available.
Initial boiling point and boiling
range
Not applicable.
Flash point Not available.
Evaporation rate Not available.
Flammability (solid, gas)Not available.
Upper/lower flammability or explosive limits
Flammability limit - lower
(%)
Not available.
Flammability limit - upper
(%)
Not available.
Explosive limit - lower (%)Not available.
Explosive limit - upper (%)Not available.
Vapor pressure Not applicable.
Vapor density Not applicable.
Relative density 2.76±0.16 (25°C)
Oxygen Biochem (OBC)™SDS US
920293 Version #: 01 Revision date: - Issue date: 09-May-2014 3 / 7
Solubility(ies)
Solubility (water)Soluble in water.
Partition coefficient
(n-octanol/water)
Not available.
Auto-ignition temperature Not available.
Decomposition temperature Not available.
Viscosity Not available.
Other information
Oxidizing properties Oxidizing.
10. Stability and reactivity
Reactivity The product is stable and non-reactive under normal conditions of use, storage and transport.
Chemical stability Material is stable under normal conditions.
Possibility of hazardous
reactions
No dangerous reaction known under conditions of normal use.
Conditions to avoid Contact with combustibles.
Incompatible materials Combustible material. Oxidizing material. Reducing agents.
Hazardous decomposition
products
No hazardous decomposition products are known.
11. Toxicological information
Information on likely routes of exposure
Ingestion Harmful if swallowed.
Inhalation May cause irritation to the respiratory system.
Skin contact Causes skin irritation.
Eye contact Causes serious eye irritation.
Symptoms related to the
physical, chemical and
toxicological characteristics
May cause redness and pain. Exposed individuals may experience eye tearing, redness, and
discomfort. Symptoms may include coughing, difficulty breathing and shortness of breath.
Information on toxicological effects
Acute toxicity Harmful if swallowed.
Skin corrosion/irritation Causes skin irritation.
Serious eye damage/eye
irritation
Causes serious eye irritation.
Respiratory or skin sensitization
Respiratory sensitization May cause allergy or asthma symptoms or breathing difficulties if inhaled.
Skin sensitization May cause an allergic skin reaction.
Germ cell mutagenicity No data available.
Carcinogenicity This product is not considered to be a carcinogen by IARC, ACGIH, NTP, or OSHA.
Reproductive toxicity No data available.
Specific target organ toxicity -
single exposure
May cause respiratory irritation.
Specific target organ toxicity -
repeated exposure
No data available.
Aspiration hazard Not applicable.
Chronic effects Prolonged exposure may cause chronic effects.
Further information No data available.
12. Ecological information
Ecotoxicity This product’s components are not classified as environmentally hazardous. However, this does
not exclude the possibility that large or frequent spills can have a harmful or damaging effect on
the environment.
Persistence and degradability No data is available on the degradability of this product.
Bioaccumulative potential No data available for this product.
Oxygen Biochem (OBC)™SDS US
920293 Version #: 01 Revision date: - Issue date: 09-May-2014 4 / 7
Mobility in soil Not available.
Other adverse effects No data available.
13. Disposal considerations
Disposal instructions Consult authorities before disposal. Dispose in accordance with all applicable regulations.
Hazardous waste code The Waste code should be assigned in discussion between the user, the producer and the waste
disposal company.
Waste from residues / unused
products
Dispose of in accordance with local regulations.
Contaminated packaging Empty containers should be taken to an approved waste handling site for recycling or disposal.
14. Transport information
DOT
UN1479UN number
Oxidizing solid, n.o.s. (Sodium persulfate)UN proper shipping name
5.1Class
Transport hazard class(es)
-Subsidiary risk
IIPacking group
NoMarine pollutant
Environmental hazards
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
62, IB5, IP1Special provisions
NonePackaging exceptions
211Packaging non bulk
242Packaging bulk
IATA
UN1479UN number
Oxidizing solid, n.o.s. (Sodium persulfate, Calcium peroxide)UN proper shipping name
5.1Class
Transport hazard class(es)
-Subsidiary risk
5.1Label(s)
IIPacking group
NoEnvironmental hazards
5LERG Code
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
IMDG
UN1479UN number
OXIDIZING SOLID, N.O.S. (Sodium persulfate, Calcium peroxide)UN proper shipping name
5.1Class
Transport hazard class(es)
-Subsidiary risk
5.1Label(s)
IIPacking group
NoMarine pollutant
Environmental hazards
F-A, S-QEmS
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
This product is not intended to be transported in bulk.Transport in bulk according to
Annex II of MARPOL 73/78 and
the IBC Code
15. Regulatory information
US federal regulations This product is a "Hazardous Chemical" as defined by the OSHA Hazard Communication
Standard, 29 CFR 1910.1200.
All components are on the U.S. EPA TSCA Inventory List.
TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D)
Not regulated.
Oxygen Biochem (OBC)™SDS US
920293 Version #: 01 Revision date: - Issue date: 09-May-2014 5 / 7
US. OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050)
Not listed.
CERCLA Hazardous Substance List (40 CFR 302.4)
Not listed.
Superfund Amendments and Reauthorization Act of 1986 (SARA)
Hazard categories Immediate Hazard - Yes
Delayed Hazard - Yes
Fire Hazard - Yes
Pressure Hazard - No
Reactivity Hazard - No
SARA 302 Extremely hazardous substance
Not listed.
SARA 311/312 Hazardous
chemical
Yes
SARA 313 (TRI reporting)
Not regulated.
Other federal regulations
Clean Air Act (CAA) Section 112 Hazardous Air Pollutants (HAPs) List
Not regulated.
Clean Air Act (CAA) Section 112(r) Accidental Release Prevention (40 CFR 68.130)
Not regulated.
Safe Drinking Water Act
(SDWA)
Not regulated.
US state regulations This product does not contain a chemical known to the State of California to cause cancer, birth
defects or other reproductive harm.
US. Massachusetts RTK - Substance List
Not regulated.
US. New Jersey Worker and Community Right-to-Know Act
Calcium peroxide (CAS 1305-79-9)
Sodium persulfate (CAS 7775-27-1)
US. Pennsylvania Worker and Community Right-to-Know Law
Not listed.
US. Rhode Island RTK
Not regulated.
US. California Proposition 65
US - California Proposition 65 - Carcinogens & Reproductive Toxicity (CRT): Listed substance
Not listed.
International Inventories
Country(s) or region Inventory name On inventory (yes/no)*
Australian Inventory of Chemical Substances (AICS)YesAustralia
Domestic Substances List (DSL)YesCanada
Non-Domestic Substances List (NDSL)NoCanada
Inventory of Existing Chemical Substances in China (IECSC)YesChina
European Inventory of Existing Commercial Chemical
Substances (EINECS)
YesEurope
European List of Notified Chemical Substances (ELINCS)NoEurope
Inventory of Existing and New Chemical Substances (ENCS)YesJapan
Existing Chemicals List (ECL)YesKorea
New Zealand Inventory YesNew Zealand
Philippine Inventory of Chemicals and Chemical Substances
(PICCS)
YesPhilippines
*A "Yes" indicates this product complies with the inventory requirements administered by the governing country(s).
A "No" indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing
country(s).
Toxic Substances Control Act (TSCA) Inventory YesUnited States & Puerto Rico
Oxygen Biochem (OBC)™SDS US
920293 Version #: 01 Revision date: - Issue date: 09-May-2014 6 / 7
16. Other information, including date of preparation or last revision
Issue date 09-May-2014
Revision date -
Version #01
Further information HMIS® is a registered trade and service mark of the NPCA.
NFPA Ratings
0
1
2
OX
List of abbreviations NFPA: National Fire Protection Association.
References Registry of Toxic Effects of Chemical Substances (RTECS)
HSDB® - Hazardous Substances Data Bank
Disclaimer The information contained herein is accurate to the best of our knowledge. However, data, safety
standards and government regulations are subject to change and, therefore, holders and users
should satisfy themselves that they are aware of all current data and regulations relevant to their
particular use of product. CARUS CORPORATION DISCLAIMS ALL LIABILITY FOR RELIANCE
ON THE COMPLETENESS OR ACCURACY OR THE INFORMATION INCLUDED HEREIN.
CARUS CORPORATION MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED,
INCLUDING, BUT NOT LIMITED TO, ANY WARRANTIES OF MERCHANTIABILITY OR FITNESS
FOR PARTICULAR USE OR PURPOSE OF THE PRODUCT DESCRIBED HEREIN. All conditions
relating to storage, handling, and use of the product are beyond the control of Carus Corporation,
and shall be the sole responsibility of the holder or user of the product.
(Carus and design) is a registered service mark of Carus Corporation.
Oxygen Biochem (OBC)™SDS US
920293 Version #: 01 Revision date: - Issue date: 09-May-2014 7 / 7