WI0400558_Injection Event Record_20210104

ERM NC, Inc.
January 18, 2021
Underground Injection Control Program
NCDEQ - Division of Water Resources
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Phone: [phone]
Attention: Shristi R. Shrestha
Subject: UIC NOI Injection Event Record (WI0400558)
Former Allen-Bradley Facility
465 Airport Road
Browns Summit, North Carolina
Site ID NONCD0001951
Dear Shristi:
On behalf of Rockwell Automation Inc., ERM NC, Inc. (ERM) is
submitting this injection event record for a small-scale injection
operation for the purpose of groundwater remediation at the referenced
site. Site assessment and remediation activities are being conducted as
an independent voluntary remedial action in general accordance with
the Inactive Hazardous Sites Branch (IHSB) program guidance.
A Notice of Intent (NOI) was submitted to the UIC Program in
December 2020 for this injection event (Groundwater Remediation
Permit WI0400558). On December 8, 2020 ERM received the
confirmation of the NOI. The in -situ chemical oxidation injection started
on December 14, 2020 and ended on December 19, 2020. A total of
16,925 gallons of sodium permanganate were injected into the
subsurface in the mid -plume core area of the contaminant plume.
On December 19, at the end of the injection activities, some daylighting
of permanganate in groundwater occurred approximately 100 yards
from the injection area in a roadside drainage feature. The injection was
halted when the daylighting was noticed and the remaining injectate
(75 gallons) was neutralized. ERM notified the Guilford County
Department of Public Health and the NCDEQ Division of Water
Resources Winston-Salem regional office of the permanganate seep and
implemented monitoring and mitigation activities. Shuying Wang of
the DWR conducted a site visit on December 29. Currently, the
300 West Summit Avenue
Suite 330
Charlotte, NC 28207
T: [phone]
www.erm.com
ERM

mitigation measures consist of pumping from the seep area and
neutralizing the recovered water for transport to a permitted off -site
treatment/ disposal facility. As of January 15, approximately 37,279
gallons of permanganate groundwater has been recovered and
transported. Monitoring data confirm that the permanganate is
degrading readily and dissipates downgradient of the seep. ERM is
providing regular progress reports to the Division of Water Resources
WSRO to notify them of the status of the on -going seep monitoring and
mitigation efforts.
Please contact me or Tom Wilson at [phone] if you have questions
or concerns.
Sincerely,
Chris Means
Project Manager
cc: Troy Pfaff, Rockwell, Inc.
Project File

Well Construction and Abandonment Records

WELL CONSTRUCTION RECORD (GW-1)
For Internal Use Only:
1. Well Contractor Information:
Zachary Poole
Well Contractor Name
NCWC 4415-C
NC Well Contractor Certification Number
Redox Tech, LLC
Company Name
2. Well Construction Permit #: W 10400558
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑ Agricultural
❑ Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑ Irrigation
❑ Municipal/Public
❑ Residential Water Supply (single)
❑ Residential Water Supply (shared)
❑ Wells > 100,000 GPD
Non -Water Supply Well:
❑ Monitoring ❑Recovery
Injection Well:
❑ Aquifer Recharge
❑ Aquifer Storage and Recovery
❑ Aquifer Test
❑ Experimental Technology
❑ Geothermal (Closed Loop)
❑ Geothermal (Heating/Cooling Return)
Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑ Other (explain under #21 Remarks)
4. Date Well(s) Completed: 12/20/2020 Well ID#
5a. Well Location:
Morrisette Paper Company
Facility/Owner Name
IP-1,2,3,4,5,6,7,8,9,10,11,12
Facility ID# (if applicable)
5925 Summit Ave, Browns Summit, NC 27214
Physical Address, City, and Zip
Guilford
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
36.175074
N-79'7168069
6. Is(are) the well(s): ❑Permanent or EITemporary
W
7. Is this a repair to an existing well: ❑Yes or It No
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled: 12
9. Total well depth below land surface: 1@47.5';3@35';4@40';2@37.5';1@27.5' (ft.)
For multiple wells list all depths if different (example- 3@200' and 2@100)
10. Static water level below top of casing:
If water level is above casing, use "+ "
11. Borehole diameter: 1.5 (in.)
12. Well construction method: direct push
(ft.)
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING (for multi -cased wells) OR LINER (if ap licable)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in.
16. INNER CASING OR TUBING (geothermal closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
ft.
ft.
ft.
ft.
ft.
ft.
19. SAND/GRAVEL PACK (if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
ft.
ft.
ft.
ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM
TO
DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22. Certification:
Signature of Certified Well Contractor
1/4/2021
Date
By signing this form, I hereby certifi, that the well(s) was (were) constructed in accordance with
15,4 NCAC 02C .0100 or 15,4 NCAC 02C .0200 Well Construction Standards and that a copy
of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well construction info
(add 'See Over' in Remarks Box). You may also attach additional pages if necessary.
24. SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR),
Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open -Loop Geothermal Return Wells: Copy to the
county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA
Permit Program, 1611 MSC, Raleigh, NC 27699-1611
Form GW-1
North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018

WELL ABANDONMENT RECORD
For Internal Use ONLY:
1. Well Contractor Information:
Zachary Poole
Well Contractor Name (or well owner personally abandoning well on his/her property)
NCWC 4415-C
NC Well Contractor Certification Number
Redox Tech, LLC
Company Name
2. Well Construction Permit #: W I0400558
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) if known
3. Well use (check well use):
Water Supply Well:
❑ Agricultural
❑ Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑ Irrigation
❑ Municipal/Public
❑ Residential Water Supply (single)
❑ Residential Water Supply (shared)
Non -Water Supply Well:
❑ Monitoring ❑Recovery
Injection Well:
❑ Aquifer Recharge
❑ Aquifer Storage and Recovery
❑ Aquifer Test
❑ Experimental Technology
❑ Geothermal (Closed Loop)
❑ Geothermal (Heating/Cooling Retum)
OGroundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑ Subsidence Control
❑ Tracer
❑ Other (explain under 7g)
4. Date well(s) abandoned: 12/20/2020
5a. Well location:
Morrisette Paper Company
Facility/Owner Name
Facility ID# (if applicable)
5925 Summit Ave, Browns Summit, NC 27214
Physical Address, City, and Zip
Guilford
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(dwell field, one lat/long is sufficient)
36.175074
N 36.175074
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non -water supply wells
ONLY with the same construction/abandonment, you can submit one form.
6a. Well ID#: IP-1,2,3,4,5,6,7,8,9,10,11,12
47.5,37.5,35,40,40,40.37.5.32.5,35,35
6b. Total well depth: (ft.)
6c. Borehole diameter: 1 ' 5 (in.)
6d. Water level below ground surface: n/a
(ft.)
6e. Outer casing length (if known): n/a (ft.)
6f. Inner casing/tubing length (if known): n/a (ft.)
6g. Screen length (if known): n/a (ft.)
WELL ABANDONMENT DETAILS
7a. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of
wells abandoned: 12
7b. Approximate volume of water remaining in well(s): n/a
(gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
❑ Neat Cement Grout s Bentonite Chips or Pellets
❑ Dry Clay
❑ Drill Cuttings
❑ Gravel
❑ Other (explain under 7g)
❑ Sand Cement Grout
❑ Concrete Grout
❑ Specialty Grout
❑ Bentonite Slurry
7f. For each material selected above, provide amount of materials used:
-900 Ibs of bentonite
7g. Provide a brief description of the abandonment procedure:
Pulled rods out of the ground, filled with bentonite to surface.
Pushed bentonite down 4 ft., filled to roughly 2" above surface
and patched with asphalt patch on top
8. Certification:
It
Signa a of Certified W611 Contractor or Well Owner Date
A9•e14.- 1 /4/2021
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well 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
10a. For All 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 Iniection Wells: In addition to sending the form to the address in l0a
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 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Injection Wells: In addition to sending the form to the
address(es) 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.
Form GW-30
North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

INJECTION EVENT RECORDS

REDOX TECH, LLC
"Providing Innovative In Situ Soil and Groundwater Treatment"
Field Summary Report for Brown's Summit, North Carolina
Prepared by Zachary Poole on January 4, 2021
Field Contractor
Redox Tech, LLC
Client
ERM
Field Lead
Kyle Baseley
Field Lead
Carley Brunton
Phone Number
919-395-9709
Phone Number
919-753-7473
Email Address
baseley@redox-
tech.com
Email Address
[e-mail]
Start Date
December 14th,
2020
End Date
December 19th, 2020
Chemical
Sodium Permanganate: 11,470 lbs (3,527 gallons)
Injection Points
12 injection points with each point having 3 separate pushes across
the total depth, for 36 total dpt points.
Brief Narrative
Redox Tech was tasked with injecting into 12 dpt locations throughout the parking lot of the Morrisette Paper
Company. Each dpt location had 3 total strings pushed to promote equal product distribution through the total
injection area, which was 50 feet to 12.5 feet bgs. Redox was able to stage the injection area next to a fire
hydrant that was on site and central to the injection points. To mix the sodium permanganate safely, water was
first added to the 500-gallon poly tank, then the permanganate was then gravity fed from the tote into the 500-
gallon poly tank. Each 500-gallon mix consisted of 402 gallons of water and 98 gallons of permanganate
solution. Each point received 1,500 gallons of solution, with 93 gallons of solution being deposited into each
interval below ground surface from 50 ft — 12.5 ft. Once each batch was mixed up, using a 2" aro pump, the
solution was pumped down to each interval via dpt rods drilled by a 7822. Once completing the required
amount of solution at each interval the rods were pulled up to the next interval, until needing to switch to the
next string pushed at the injection point location. Once completed, each injection location was sealed up using
bentonite, and asphalt/concrete patch applied. Most, if not all injection points, Redox was unable to reach the
required depth, and ERM advised to inject the unreachable depths at the refusal point. On the last batch of
solution we were injecting, we noticed that the creek that was roughly 100 yards away had some purple color to
it. ERM advised us to stop injections and to neutralize the remaining 75 gallons.
Figure 1 shows the injection location, and the details regarding the injections are available on the attached excel
file.

REDOX TECH, LLC
"Providing Innovative In Situ Soil and Groundwater Treatment"
Figure 1. Injection Location Map for DPT injection Points
SITE SERVICES MODEL
ERM NC, Inc. FORMER ALLEN-BRADLEY
FACILITY
ERM BROWNS SUMMIT, NC
FIGURE
1

Redox Tech, LLC Field Injec ion Log
Location:
Browns Summit, NC
Chemical:
Sodium Permanganate
Date:
12/14/2020
Concentration:
-11 % wt
Injection Trailer:
Redox Tech
Crew
Kyle Baseley, Geoff Ives, Blair Mitchell, Zachary Poole
Pump:
2" Versamatic, single diaphram
Note Taker:
Geoff Ives
Date
Injection Point
Depth
Start Time
Stop Time
Injection Pressure
(PSI)
Flow Rate GPM
Planned
Volume
Injected
Actual
Volume
Injected
Notes (flow change, etc.)
12/14/2020
IP-1
47.5
15:57
17:15
50
1.28
100
100
12/15/2020
IP-1
45
-
-
-
-
100
0
tight formation very low flowrate, pulled up to 42.5
12/15/2020
IP-1
42.5
8:45
9:50
60
3.08
200
200
12/15/2020
IP-1
40
9:50
10:05
50
6.67
100
100
12/15/2020
IP-1
37.5
10:10
10:25
40
6.67
100
100
12/15/2020
IP-1
35
10:44
11:03
40
5.26
100
100
12/15/2020
IP-1
32.5
11:03
11:20
40
5.88
100
100
12/15/2020
IP-1
30
11:29
11:49
40
5.00
100
100
12/15/2020
IP-1
27.5
11:49
12:04
40
6.67
100
100
o-rings leaking stopped to fix leak
12/15/2020
IP-1
25
12:10
12:30
40
5.00
100
100
12/15/2020
IP-1
22.5
13:57
14:15
40
5.56
100
100
daylighted out of previous borehole @ start, plugged old boring
12/15/2020
IP-1
20
14:15
14:34
40
5.26
100
100
12/15/2020
IP-1
17.5
14:34
14:50
40
6.25
100
100
12/15/2020
IP-1
15
14:50
15:02
35
8.33
100
100
12/15/2020
IP-1
12.5
15:02
15:15
30
7.69
100
100
12/15/2020
IP-2
35
15:50
16:08
60
5.56
100
100
12/15/2020
IP-2
32.5
16:08
16:25
50
5.88
100
100
12/15/2020
IP-2
30
16:32
16:46
50
7.14
100
100
12/15/2020
IP-2
27.5
16:46
17:00
50
7.14
100
100
12/15/2020
IP-2
25
17:00
17:15
45
6.67
100
100
12/16/2020
IP-2
37.5
9:10
9:10
>60
#DIV/0!
300
0
refusal, too tight to inject
12/16/2020
IP-2
35
9:14
10:30
50
6.58
500
500
thid was our 2nd attempt to reach 47.5, hit refusal @ 37.5
12/16/2020
IP-2
22.5
10:56
11:10
40
7.14
100
100
12/16/2020
IP-2
20
11:13
11:27
50
7.14
100
100
12/16/2020
IP-2
17.5
11:27
11:43
40
6.25
100
100
12/16/2020
IP-2
15
11:49
12:03
30
7.14
100
100
12/16/2020
IP-2
12.5
12:07
12:20
30
7.69
100
100
12/16/2020
IP-3
35
14:04
14:20
60
12.50
200
200
12/16/2020
IP-3
35
14:35
15:29
60
3.70
200
200
12/16/2020
IP-3
32.5
15:35
15:50
60
6.67
100
100
12/16/2020
IP-3
20
13:56
14:00
30
25.00
100
100
12/16/2020
IP-3
17.5
14:00
14:15
30
6.67
100
100
12/16/2020
IP-3
15
14:23
14:40
30
5.88
100
100
12/16/2020
IP-3
12.5
14:40
14:55
30
6.67
100
100
12/16/2020
IP-3
30
15:01
15:20
60
5.26
100
100
12/16/2020
IP-3
30
15:40
16:12
60
6.25
200
200
12/16/2020
IP-3
27.5
16:30
16:46
40
6.25
100
100
12/16/2020
IP-3
25
16:49
17:03
40
7.14
100
100
12/16/2020
IP-3
22.5
17:05
17:30
35
4.00
100
100
12/16/2020
IP-4
40
16:00
16:16
40
6.25
100
100
12/16/2020
IP-4
40
16:20
16:35
40
6.67
100
100
12/16/2020
IP-4
37.5
16:34
16:43
40
11.11
100
100
12/16/2020
IP-4
35
16:48
17:01
40
7.69
100
100
12/16/2020
IP-4
32.5
17:01
17:15
40
7.14
100
100
12/17/2020
IP-4
30
-
-
-
-
125
0
pulled up to 25 trying to get point out, clogged rod, putting volume at 25
12/17/2020
IP-4
27.5
-
-
-
-
125
0
12/17/2020
IP-4
25
9:18
10:13
40
6.82
375
375
12/17/2020
IP-4
22.5
10:13
10:27
40
8.93
125
125
12/17/2020
IP-4
20
9:08
9:25
45
7.35
125
125
12/17/2020
IP-4
17.5
9:25
9:42
40
7.35
125
125
12/17/2020
IP-4
15
9:59
10:15
35
7.81
125
125
12/17/2020
IP-4
12.5
10:15
10:30
30
8.33
125
125
12/17/2020
IP-6
40
10:48
11:03
40
8.33
125
125
12/17/2020
IP-6
37.5
11:03
11:20
40
7.35
125
125
12/17/2020
IP-6
35
11:27
11:45
35
6.94
125
125
12/17/2020
IP-6
32.5
11:45
12:00
35
8.33
125
125
12/17/2020
IP-6
30
12:16
12:31
55
8.33
125
125
12/17/2020
IP-6
27.5
12:31
12:46
50
8.33
125
125
12/17/2020
IP-6
25
12:53
13:10
50
7.35
125
125
12/17/2020
IP-6
22.5
13:10
13:26
50
7.81
125
125
12/17/2020
IP-6
20
10:50
11:07
45
7.35
125
125
12/17/2020
IP-6
17.5
11:07
11:22
40
8.33
125
125
12/17/2020
IP-6
15
11:32
11:48
35
7.81
125
125
12/17/2020
IP-6
12.5
11:48
12:05
30
7.35
125
125

12/17/2020
IP-5
40
13:58
14:28
60
6.67
200
200
12/17/2020
IP-5
37.5
14:28
14:47
50
5.26
100
100
12/17/2020
IP-5
35
14:43
15:00
50
5.88
100
100
12/17/2020
IP-5
32.5
15:00
15:15
50
6.67
100
100
12/17/2020
IP-5
30
12:16
12:39
55
5.43
125
125
12/17/2020
IP-5
27.5
12:39
13:01
50
5.68
125
125
12/17/2020
IP-5
25
13:05
13:24
50
6.58
125
125
12/17/2020
IP-5
22.5
13:24
13:42
40
6.94
125
125
12/17/2020
IP-5
20
13:56
14:15
45
6.58
125
125
12/17/2020
IP-5
17.5
14:15
14:33
40
6.94
125
125
12/17/2020
IP-5
15
14:44
15:00
30
7.81
125
125
12/17/2020
IP-5
12.5
15:00
15:14
30
8.93
125
125
12/18/2020
IP-7
37.5
9:31
10:20
55
6.12
300
300
12/18/2020
IP-7
35
10:25
10:37
50
8.33
100
100
12/18/2020
IP-7
32.5
10:37
10:54
50
5.88
100
100
12/18/2020
IP-7
30
11:25
11:43
60
6.94
125
125
12/18/2020
IP-7
27.5
11:43
12:04
50
5.95
125
125
12/18/2020
IP-7
25
12:06
12:24
45
6.94
125
125
12/18/2020
IP-7
22.5
12:24
12:41
40
7.35
125
125
12/18/2020
IP-7
20
9:33
9:50
45
7.35
125
125
12/18/2020
IP-7
17.5
9:50
10:07
40
7.35
125
125
12/18/2020
IP-7
15
10:15
10:32
35
7.35
125
125
12/18/2020
IP-7
12.5
10:32
10:47
30
8.33
125
125
12/18/2020
IP-11
40
-
-
-
-
200
0
rods clogged
12/18/2020
IP-11
37.5
-
-
-
-
200
0
12/18/2020
IP-11
35
12:39
13:09
60
8.33
250
250
12/18/2020
IP-11
32.5
13:17
14:00
60
5.81
250
250
12/18/2020
IP-11
30
13:23
13:41
55
6.94
125
125
12/18/2020
IP-11
27.5
13:41
14:00
50
6.58
125
125
12/18/2020
IP-11
25
14:11
14:28
50
7.35
125
125
12/18/2020
IP-11
22.5
14:28
14:41
40
9.62
125
125
12/18/2020
IP-11
20
11:02
11:20
35
6.94
125
125
12/18/2020
IP-11
17.5
11:20
11:36
30
7.81
125
125
12/18/2020
IP-11
15
11:47
12:04
30
7.35
125
125
12/18/2020
IP-11
12.5
12:04
12:19
30
8.33
125
125
12/18/2020
IP-9
35
15:10
15:56
55
8.70
400
400
12/18/2020
IP-9
32.5
15:56
16:13
40
5.88
100
100
12/18/2020
IP-9
30
15:45
16:01
50
7.81
125
125
12/18/2020
IP-9
27.5
16:01
16:18
40
7.35
125
125
12/18/2020
IP-9
25
16:26
16:41
35
8.33
125
125
12/18/2020
IP-9
22.5
16:41
16:57
30
7.81
125
125
12/18/2020
IP-9
20
14:11
14:28
40
7.35
125
125
12/18/2020
IP-9
17.5
14:28
14:40
35
10.42
125
125
12/18/2020
IP-9
15
15:08
15:25
30
7.35
125
125
12/18/2020
IP-9
12.5
15:25
15:39
25
8.93
125
125
12/19/2020
IP-8
32.5
9:25
10:20
60
9.09
500
500
12/19/2020
IP-8
30
10:42
10:55
55
9.62
125
125
12/19/2020
IP-8
27.5
10:55
11:10
50
8.33
125
125
12/19/2020
IP-8
25
11:20
11:35
50
8.33
125
125
12/19/2020
IP-8
22.5
11:35
11:46
50
11.36
125
125
12/19/2020
IP-8
20
9:30
9:46
40
7.81
125
125
12/19/2020
IP-8
17.5
9:46
9:58
40
10.42
125
125
12/19/2020
IP-8
15
10:00
10:14
40
8.93
125
125
12/19/2020
IP-8
12.5
10:14
10:30
35
7.81
125
125
12/19/2020
IP-12
35
12:11
12:45
50
7.35
250
250
12/19/2020
IP-12
32.5
12:54
13:25
50
8.06
250
250
12/19/2020
IP-12
30
10:42
10:55
55
9.62
125
125
12/19/2020
IP-12
27.5
10:55
11:10
50
8.33
125
125
12/19/2020
IP-12
25
11:24
11:42
45
6.94
125
125
12/19/2020
IP-12
22.5
11:42
11:59
45
7.35
125
125
12/19/2020
IP-12
20
12:16
12:33
40
7.35
125
125
12/19/2020
IP-12
17.5
12:33
12:46
35
9.62
125
125
12/19/2020
IP-12
15
12:52
13:09
35
7.35
125
125
12/19/2020
IP-12
12.5
13:09
13:25
30
7.81
125
125
12/19/2020
IP-10
27.5
13:50
14:30
60
6.25
250
250
12/19/2020
IP-10
25
14:37
15:10
55
7.58
250
250
12/19/2020
IP-10
22.5
15:19
15:39
40
12.50
250
250
12/19/2020
IP-10
20
15:39
16:01
40
11.36
250
250
12/19/2020
IP-10
17.5
13:51
14:00
40
11.11
250
100
diaphragm started leaking on one on the versamatics, down to 1 pump
12/19/2020
I P-10
17.5
16:35
16:50
40
10.00
150
150
12/19/2020
IP-10
15
16:50
17:16
35
4.81
125
125

12/19/2020
I P-10
12.5
17:16
17:32
35
3.13
125
50
daylighting into creek >100 yards away, client did not want to inject
anything else in the ground, neutralized remaining —75 gal
permanganate solution
total volme =
17925

FIGURE

ERM NC, Inc.
ERM
INJECTION LAYOUT DEC. 2020
FORMER ALLEN-BRADLEY
FACILITY
BROWNS SUMMIT, NC
FIGURE
1