NCG070009_Inspection BMP_20190726

Southwire Company
12331 Commerce Station Drive
Huntersville, NC 28078
VIA CERTIFIED MAIL
July 24, 2019
James Moore
Land Quality Division
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
610 E Center Street, Suite 301
Mooresville, NC 28115
Re: Southwire I Stormwater BMP Program Requirements
Dear James Moore;
Per our annual requirements associated with Charlotte Mecklenburg Stormwater Services
BMP Program, enclosed are the following:
y Ground Soil Test Results for Phosphorus and Copper
• 3rd Party Annual Inspection by Carolina Wetland Services
• Annual BMP Inspection by Charlotte Mecklenburg Stormwater Services
Our landscaping company is in the process of providing us a quote for services based on the
recommendations made in the 3rd party annual inspection as well as the annual BMP
inspection. Our plan is to execute on the recommended services by end of Q3 beginning of
Q4. Southwire is still the process of working with you for technical assistance, please review
the attached documents and let me know of next steps either via phone or email.
If you have any comments or questions concerning this update, please contact me at (704)
379-9621 or by email at Jamie.mc sr�, ath(cUsouthwire.com
Sincerely, R
)amie"McGrath
EHS Manager

July 23.2019
Ms. Jamie McGrath
EHS Manager
Southwire
12331 Commerce Station Drive
Huntersville. North Carolina 28078
Re: Soil Sample Collection from Bioretention Ponds
Southwire
Huntersville. North Carolina
Dear Ms. McGrath
On June 26, 2019_ a representative from Lighthouse Technical (Lighthouse) was on site to collect soil
samples from the bioretention ponds at your facility. Our scope of work included collectin- two soil
samples from each bioretenion pond and analyzing each for copper and phosphorus.
Figure I shows each numbered pond. 101 through 301. Two soil samples were collected from each
pond and designated as "A" or -13". For example the samples collected from bioretention pond 101
were designated as 101 A and 101 B. The individual sample locations are noted on Figure 1.
Each soil sample was collected with a stainless steel hand auger that was cleaned with Alconox and
water between samples. The collection depth for each sample was .23 feet The soil encountered at
each sample location consisted of gray brown fine to medium sand.
A total of 10 soil samples were placed in containers supplied by Pace Analytical Services and
transported to their facility in HLmtersyille. North Carolina. Pace analyzed each sample for phosphorus
by EPA method 363.1 and copper by EPA method 60101). Table I presents the results.
For comparison we researched The Geochemical Atlas for North Carolina (GANC) published by the
North Carolina Geological Survey (Bulletin 93. Revised 1993). The GANC reports copper
concentrations in stream sediment samples collected in Mecklenburg County ranged from 3 to 215
mg/kg. The reported mean was 7.3 mg/kg. The copper concentrations detected in the 10 samples
collected from the bioretention ponds ranged from Non Detect to 1.9 mg,kg.
The GANC reports phosphorus concentrations in stream sediment samples collected in �rleckienburg
County range from 600 to 8.150 mgikg. The reported mean was 999 ma/kg. The phosphorus
concentrations in the 10 samples collected from the bioretention ponds ranged from 14.7 to 40.6
rng/kcr
g.
limirnnmental t'iu�suLmus-,Safi curd Grnundsvater' Speeicrlistr
//turtersviile Roanoke Rapids
P.O. Box 1379, Huntersville, North Carolina 28070
Phone: [phone] • www.iighthousetechcorp.com

Lighthouse appreciates the opportunity to assist you with this project. If you have questions about the
data included in this report, please contact us at 704-237-4209.
Sincerely,
Lighthouse Technical, P.C.
C
Steven B. Lucas, L.G.
Environmental Geologist

FFTable
1
Summary of Soil Sample Laboratory Analysis
Southwire Bioretention Ponds
Huntersville, North Carolina
Sample ID Date Sample Copper
Phosphorus,
il
Sampled Depth (ft.)
(mg/kg)
Total (mg/kg)
101-A
6/26/19 0.25
1.9
25
101-B
6/26/19
0.25
0.86
28.2
201-A
6/26/19
0.25
0.73
14.7
201-B
6/26/19
0.25
0.94
28.9
301-A
6/26/19
0.25
0.51
16.5
301-B
6/26/19
0.25
0.55
40.6
401-A
6/26/19
0.25
0.72
21
401-B
6/26/19
0.25
0.83
22.9
501-A
6/26/19
0.25
ND
20.1
501-B
6/26/19
0.25
0.73
32.6
Notes:
mg/kg-Milligrams per kilogram -parts per million
ND -Non Detectable at laboratory detection limits

aceAnalytical "'
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July 03, 2019
Jamie McGrath
Southwire
12331 Commerce Station Dr
Huntersville, NC 28078
RE: Project: Southwire
Pace Project No.: 92434565
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Dear Jamie McGrath:
Enclosed are the analytical results for sample(s) received by the laboratory on June 26, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
[e-mail]
[phone]
Project Manager
Enclosures
cc: Steven Lucas, Lighthouse Technical
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
Page 1 of 25

r , aceAnatyNo
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Project: Southwire
Pace Project No.: 92434565
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
VirginiaNELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
VirginiaNELAP Certification #: 460222
Pace Analytical Services, ,LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
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SAMPLE ANALYTE COUNT
Project: Southwire
Pace Project No.: 92434565
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92434565001
101A
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PAST-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565002
101B
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565003
201A
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565004
201B
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565005
301A
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565006
301B
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565007
401A
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565008
401B
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565009
501A
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
92434565010
501B
EPA6010D
DS
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA 365.1 Rev 2.0 1993
GC
1
PASI-A
REPORT OF LABORATORY ANALYSIS
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1*-;ace
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Project: Southwire
Pace Project No.: 92434565
Lab Sample ID
Method
Client Sample ID
Parameters
92434565001
101A
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565002
101B
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565003
201A
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565004
201B
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565005
301A
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565006
301B
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565007
401A
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565008
401E
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565009
501A
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993
Phosphorus
92434565010
501B
EPA 6010D
Copper
ASTM D2974-87
Percent Moisture
EPA 365.1 Rev 2.0 1993 Phosphorus
Pace Analytical Services„LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
SUMMARY OF DETECTION
Result
Units
Report Limit
Analyzed
1.9
mg/kg
0.45
07/02/1916:30
5.3
%
0.10
06/26/1915:26
25.0
mg/kg
0.89
06/28/19 23:31
0.86
mg/kg
0.42
07/02/1916:39
5.0
%
0.10
06/26/1915:26
28.2
mg/kg
0.97
06/28/19 23:32
0.73
mg/kg
0.44
07/02/1916:42
3.4
%
0.10
06/26/1915:26
14.7
mg/kg
0.94
06/28/19 23:33
0.94
mg/kg
0.48
07102/1916:45
4.1
%
0.10
06/26/191527
28.9
mg/kg
0.98
06/28/19 23:34
0.51
mg/kg
0.45
07/02/1916:48
3.6
%
0.10
06/26/1915:27
16.5
mg/kg
0.96
06/28/19 23:35
0.55
mg/kg
0.44
07/0211916:52
4.6
%
0.10
06/26/1915:27
40.6
mg/kg
1.0
06/28/19 23:37
0.72
mg/kg
0.46
07/02/1916:55
3.6
%
0.10
06126/1915:27
21.0
mg/kg
0.86
06/28/19 23:37
0.83
mg/kg
0.49
07/02/1916:58
3.4
%
0.10
06/26/1916:45
22.9
mg/kg
0.91
06/28/19 23:38
3.2
%
0.10
06/26/1916:45
20.1
mg/kg
0.97
06/28/19 23:39
0.73
mg/kg
0.46
07/0211917:04
3.7
%
0.10
06/26/1916:45
32.6
mg/kg
0.86
06/28/19 23:41
REPORT OF LABORATORY ANALYSIS
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Qualifiers
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Pace Analytical Services, LLC
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Eden, NC 27288
mmpacelabs.com [phone]
PROJECT NARRATIVE
Project: Southwire
Pace Project No.: 92434565
Method: EPA 6010D
Description: 6010 MET ICP
Client: Southwire
Date: July 03, 2019
General Information:
10 samples were analyzed for EPA 6010D. All samples were received in acceptable condition with any exceptions noted below or on
the chain -of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Sample Preparation:
The samples were prepared in accordance with EPA 3050E with any exceptions noted below.
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Additional Comments:
REPORT OF LABORATORY ANALYSIS
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PROJECT NARRATIVE
Project: Southwire
Pace Project No.: 92434565
Method: EPA 365.1 Rev 2.01993
Description: 365.1 Phosphorus, Total
Client: Southwire
Date: July 03, 2019
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
General Information:
10 samples were analyzed for EPA 365.1 Rev 2.0 1993, All samples were received in acceptable condition with any exceptions noted
below or on the chain -of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Sample Preparation:
The samples were prepared in accordance with EPA 365.1 Rev 2.0 1993 with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
QC Batch: 483930
A matrix spike and/or matrix spike duplicate (MS/MSD) were performed on the following sample(s): 92434372001,92434565009
M1: Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
• MS (Lab ID: 2615398)
•Phosphorus
• MSD (Lab ID: 2615399)
• Phosphorus
Additional Comments:
This data package has been reviewed for quality and completeness and is approved for release.
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Sample: 101A
Lab ID: 92434565001 Collected: 06/26/19 09:30 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight'
basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Quaff
6010 MET ICP
Analytical Method: EPA6010D Preparation Method: EPA3050B
Copper
1.9 mg/kg 0.45 1 07/01/1910:43 07/02/1916:30 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
5.3 % 0.10 1 06/26/1915:26
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
25.0 mg/kg 0.89 1 06/28/19 19:34 06/28/19 23:31 7723-14-0
Date: 07/03/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Pace Analytical Services, t.LC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Sample: 101E
Lab lD: 92434565002 Collected: 06/26/19 09:35 Received: 06/2611911:21 Matrix: Solid
Results reported on a "dry weight'
basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 601OD Preparation Method: EPA 3050E
Copper
0.86 mg/kg 0.42 1 07101/1910:43 07/02/1916:39 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
5.0 % 0.10 1 06/26/19 15:26
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
28.2 mg/kg 0.97 1 06/28/19 19:34 06/28/19 23:32 7723-14-0
Date: 07/03/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Samples 201A
Lab ID: 92434565003 Collected: 06/26/19 10:00 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight'
basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3050E
Copper
0.73 mg/kg 0.44 1 07/01/1910:43 07/02/1916:42 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
3.4 % 0.10 1 06/26/1915:26
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
14.7 mg/kg 0.94 1 06/28/19 19:34 06/28/19 23:33 7723-14-0
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Sample: 201B Lab ID: 92434565004 Collected: 06/26/1910:05 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Copper
Percent Moisture
Percent Moisture
365.1 Phosphorus, Total
Phosphorus
Date: 07/03/2019 11:40 AM
Analytical Method: EPA 601 OD Preparation Method: EPA 3050E
0.94 mg/kg 0.48 1 07/01/1910:43 07/02/1916:45 7440-50-8
Analytical Method: ASTM D2974-87
4.1 % 0.10 1 06/26/1915:27
AnalyticalMethod: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
28.9 mg/kg 0.98 1 06/28/19 19:34 06/28/19 23:34 7723-14-0
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Project: Southwire
Pace Project No.: 92434565
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Sample: 301A Lab ID: 92434565005 Collected: 06/26/19 10:20 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3050E
Copper
0.51 mg/kg 0.45 1 07/01/1910:43 07/02/1916:48 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
3.6 % 0.10 1 06/26/1915:27
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
16.5 mg/kg 0.96 1 06/28/19 19:34 06/28/19 23:35 7723-14-0
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Sample: 301B
LablD: 92434565006 Collected: 06/26/1910:25 Received: 06/26/1911:21 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA6010D Preparation Method: EPA3050B
Copper
0.55 mg/kg 0.44 1 07101/1910:43 07/02/1916:52 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
4.6 % 0.10 1 06/26/19 15:27
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
40.6 mg/kg 1.0 1 06/28/19 19:34 06/28/19 23:37 7723-14-0
Date: 07/03/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Project: Southwire
Pace Project No.: 92434565
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Sample: 401A
Lab ID: 92434565007 Collected: 06/26/1910:30 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3050B
Copper
0.72 mg/kg 0.46 1 07/01/1910:43 07/02/1916:55 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
3.6 % 0.10 1 06/26/19 15:27
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
21.0 mg/kg 0.86 1 06/28/19 19:34 06/28/19 23:37 7723-14-0
Date: 07/03/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Sample: 401E
Lab ID: 92434565008 Collected: 06/26/19 10:35 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight"
basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3050B
Copper
0.83 mg/kg 0.49 1 07/01/1910:43 07/02/1916:58 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
3.4 % 0.10 1 06/26/1916:45
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
22.9 mg/kg 0.91 1 06/28/19 19:34 06/28/19 23:38 7723-14-0
Date: 07/03/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 14 of 25

xMnalytical '
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Sample: 501A
Lab ID: 92434565009 Collected: 06/26/19 10:45 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight"
basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Quaff
6010 MET ICP
Analytical Method: EPA6010D Preparation Method: EPA3050B
Copper
ND mg/kg 0.47 1 07/01/1910:43 07/02/1917:01 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
3.2 % 0.10 1 06/26/19 16:45
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
20.1 mg/kg 0.97 1 06/28/19 19:34 06/28/19 23:39 7723-14-0
REPORT OF LABORATORY ANALYSIS
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Date: 07/03/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 15 of 25

aceAnalytical -
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ANALYTICAL RESULTS
Pace Analytical Services, PLC
205 East Meadow Road -Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
Sample: 501E
Lab ID: 92434565010 Collected: 06/26/19 10:50 Received: 06/26/19 11:21 Matrix: Solid
Results reported on a "dry weight'
basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3050B
Copper
0.73 mg/kg 0.46 1 07/01/1910:43 07102/1917:04 7440-50-8
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
3.7 % 0.10 1 06/26/1916:45
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
32.6 mg/kg 0.86 1 06/28/19 19:34 06/28/19 23:41 7723-14-0
Date: 07/03/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, I.I.C.
Page 16 of 25

aceAnalytical9
wwwpacelabs.com
QUALITY CONTROL DATA
Project: Southwire
Pace Project No.: 92434565
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QC Batch: 484122 Analysis Method: EPA 601 OD
QC Batch Method: EPA 3050E Analysis Description: 6010 MET
Associated Lab Samples: 92434565001, 92434565002, 92434565003, 92434565004, 92434565005, 92434565006, 92434565007,
92434565008,92434565009,92434565010
METHOD BLANK: 2616029 Matrix: Solid
Associated Lab Samples: 92434565001, 92434565002, 92434565003, 92434565004, 92434565005, 92434565006, 92434565007,
92434565008,92434565009,92434565010
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Copper mg/kg ND 0.50 07/0211916:02
LABORATORY CONTROL SAMPLE: 2616030
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Copper mg/kg 50 50.4 101 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2616031 2616032
MS MSD
92433679001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Copper mg/kg 6.5 56.6 55.5 48.7 52.6 75 83 75-125 8
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/03/2019 11:40 AM without the written consent of Pace Analytical Services, LLC.
Page 17 of 25

f ;a'ceAnalyticaf'
wvnupacelabs.com
QUALITY CONTROL DATA
Pace Analytical Services, I,LC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
QC Batch: 483414 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 92434565001, 92434565002, 92434565003, 92434565004, 92434565005, 92434565006, 92434565007
SAMPLE DUPLICATE: 2612824
35475035001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Percent Moisture
%
23.8
23.1 3
SAMPLE DUPLICATE: 2612825
92434565007
Dup
Parameter
Units
Result
Result RPD Qualifiers
Percent Moisture
%
3.6
3.7 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/03/2019 11:40 AM without the written consent of Pace Analytical Services, I.I.C. Page 18 of 25

aceAnalXical
wvm.pacelabs.com
QUALITY CONTROL DATA
Project: Southwire
Pace Project No.: 92434565
QC Batch: 483432 Analysis Method: ASTM 02974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 92434565008, 92434565009, 92434565010
SAMPLE DUPLICATE: 2612929
92433559001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 22.7 22.4 1
SAMPLE DUPLICATE: 2612950
92434543007 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 62.5 57.5 8
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/03/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 19 of 25

;aceAnalytical")
www.pacelabs.com
Pace Analytical Services, L,LC
205 East Meadow Road - Suite A
Eden,NC 27288
[phone]
Project: Southwire
Pace Project No.: 92434565
QC Batch: 483930 Analysis Method: EPA 365.1 Rev 2.0 1993
QC Batch Method: EPA 365.1 Rev 2.0 1993 Analysis Description: 365.1 Phosphorus, Total
Associated Lab Samples: 92434565001, 92434565002, 92434565003, 92434565004, 92434565005, 92434565006, 92434565007,
92434565008, 92434565009, 92434565010
METHOD BLANK: 2615396 Matrix: Solid
Associated Lab Samples: 92434565001, 92434565002, 92434565003, 92434565004, 92434565005, 92434565006, 92434565007,
92434565008, 92434565009, 92434565010
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Phosphorus mg/kg ND 1.0 06/28/19 23:26
LABORATORY CONTROL SAMPLE: 2615397
Spike
Parameter Units Conc.
Phosphorus mg/kg 50
LCS LCS % Rec
Result % Rec Limits Qualifiers
53.3 107 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2615398 2615399
MS MSD
92434372001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phosphorus mg/kg 193 97.7 91 326 330 136 150 90-110 1 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2615400 2615401
MS MSD
92434565009 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phosphorus mg/kg 20.1 48.8 47 69.4 68.9 101 104 90-110 1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/03/2019 11:40 AM without the written consent of Pace Analytical Services, I.I.C.
Page 20 of 25

Pace Analytical Services, LLC
f Road - Suite A
aceAnalXica j 205 East MeadoEden, NC 27288
G www.pacelabss.com1 [phone]
QUALIFIERS
Project: Southwire
Pace Project No.: 92434565
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TN accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PAS [-A Pace Analytical Services -Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/03/2019 11:40 AM without the written consent of Pace Analytical Services, LLC. Page 21 of 25

aceAnalytical
www.pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, LLC
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project:
Southwire
Pace Project No.:
92434565
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92434565001
101A
EPA 3050E
484122
EPA6010D
484287
92434565002
101B
EPA 3050B
484122
EPA6010D
484287
92434565003
201A
EPA 3050B
484122
EPA6010D
484287
92434565004
201B
EPA 3050B
484122
EPA6010D
484287
92434565005
301A
EPA 3050E
484122
EPA6010D
484287
92434565006
301B
EPA 3050B
484122
EPA6010D
484287
92434565007
401A
EPA 3050E
484122
EPA6010D
484287
92434565008
401E
EPA30508
484122
EPA6010D
484287
92434565009
501A
EPA 3050B
484122
EPA6010D
484287
92434565010
501E
EPA 3050B
484122
EPA6010D
484287
92434565001
101A
ASTM D2974-87
483414
92434565002
101B
ASTM D2974-87
483414
92434565003
201A
ASTM D2974-87
483414
92434565004
201B
ASTM D2974-87
483414
92434565005
301A
ASTM D2974-87
483414
92434565006
301B
ASTM D2974-87
483414
92434565007
401A
ASTM D2974-87
483414
92434565008
401E
ASTM D2974-87
483432
92434565009
501A
ASTM D2974-87
483432
92434565010
501B
ASTM D2974-87
483432
92434565001
101A
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565002
101B
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565003
201A
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565004
201B
EPA 365.1 Rev 2.0 1993
483930
EPA365.1 Rev 2.0 1993
483970
92434565005
301A
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565006
301B
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565007
401A
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565008
401 B
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565009
501A
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
92434565010
501B
EPA 365.1 Rev 2.0 1993
483930
EPA 365.1 Rev 2.0 1993
483970
Date: 07/03/2019 11:40 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 22 of 25

Document Name:
Document Revised: February 7, 2018
a
f
Sample Condition Upon Recei C(SCUR)
Pagel of 2
DocumentNo.:
Issuing Authority:
,:c?C6filt3lj!jiCdl"
F•CAR-CS-033-Rev.06
Pace Carolinas Quality Office
Laboratory receiving samples: �--I�-�
Asheville Q Eden[] Greenwood Elt_ Huntersville Raleigh❑ Mechanicsville❑
• CllentName
Projects:
oil
Courier: ❑Feftx ❑UPS ❑USPS ❑Client
❑ Commercial []Pace ❑other: 92434565
Custody Seal Present? ❑Yes No Seals Intact? ❑Yes ❑Na V
Date/InitiaisPerson Examining Contents:
i
icaiTi eFrozen? ;
Peeking Material: []Bubble Wrap ❑Bubble Bags ❑Bialallone ❑ Other B ,,3w
❑Yes []No []N/A
Thermometer, - 92TQ48 Type of Ice: ClI et ®Blue ❑None
f IR GunlO:
Cooler Terrip ('C): ? . Correction Factor: Add/Subtract(°C) 0.0
Temp should be above freezingto 6'C
Cooler Temp Corrected ('C)' } `Y ®Samples out of temp criteria. Samples on ice, cooling process
has begun
USDA RegulateidSoil (dN/A, water sample)
Did samples origipate in a quarantine zone within the United States: CA, NY, or SC (check maps)? old samples originate from a foreign source (internationally,
Yes UNa
...., .. —
Comments/Discrepancy:
Chain of Custody present?
i lves
ONo
ON/A
i.
§arnpies Arrived within Hold Time?.
CJV
[IN.
ON/A
2.
Short Hold. Time Analysis (<72hr.)?
ves
®ko
ON/A
3.
Rush Tum Around Time Requested?
Ooio
ON/A
4.
Sufficient Volume? .
rOyes
e sYes
ONO
❑N/A
5.
Correct Containers Used?
-Pace Containers Used?
GlYes
ves
ONO
ONO
ON/A
ON/A
G.
Containers intact?
❑Yes
ONO
ON/A
7.
Dissolved analysis: Samples Field Filtered?
Oyes
ONO
OOA
B.
Sample Labels Match COC?
-IOcIudesDate%TIme/ID/Analysis Matrix:`''
Headspace in VOA Vials (>S-6mm)?
oljjs
Yes
ONO
ONO
ON/A
Orr/A
9.
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑yes
Yes
Q14o
[]No
ON/A
Osv/A
11.
COMMENTS/SAMPLE DISCREPANCY Field Data Required? ®Yes ❑No
Lot ID of split containers:
CUENT NOTIFICATION/RESOLUTION
Person contacted: Date/Time:
Project Manager SCURF Review: Date:+%tg
Project Manager SRF Review: Date: �r�g
,
s
Page 23 of 25

Document Name:
Document Revised: February 7, 2018
_ C�AdIYU01
Sample Condltlon Upon ReceiptiSCUR)
Page 1 of 2
Document No.:
Issuing Authority: '
F-CAR-CS-033-Rev.06
Pace Carolinas Quality Office
*Check mark top half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Conform, TOC, Oil and Grease, ORO/8015 (water) DOC, LLHg
**Bottom half of box is to list number of bottle
Project # IWO#:92434565
PM: PTE Due Date: 07/03/19
CLIENT: 92-Lighthous
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pH Adjustment Log for Preserved Samples
Sample 10
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot N
Note: whenever there is a discrepancy affecting North Carolina compliance samples, a copy or this torm will Ise sent to the North Carolina OEHNR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Page 24 of 25

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Page 25 of 25

Charlotte -Mecklenburg
2145 Suttle Avenue
WATER
Services ' Charlotte, NC 2 8 2 0 8
Notice ID: 44576
Notice amen ncusre
6/20/2019 8:39:38AM
Owner: Southwire
John Moore
12331 Commerce Center Drive
Huntersville, North Carolina 28078
Re: Southwire/ABB, Inc. ' t>
12331 Commerce Center Drive, Huntersville, NC
�Ina
Dear John Moore, a�,'stq/ 4 0�
'�fta/
c
On 06/14/2019, an inspection conducted by the Mecklenburg County Water Quality Program (MCWQP)
revealed that the Storm Water Control Structures, which are used for the treatment of storm water runoff,
are in need of corrective maintenance and improvements. The annual inspection was conducted to
determine whether the structures are performing as designed and intended. The items noted in the
attached Best Management Practices (BMP) Inspection Report are deficiencies of the Operation and
Maintenance Plan and the Huntersville Ordinance.
It is important to maintain the Storm Water Control Structures on a regular basis and schedule necessary
maintenance to ensure the long term effectiveness and efficiency of these structures. Inspections should
be conducted by the owner and/or owner's representative on a regular basis to detect problems so that they
may be addressed before it becomes a serious and expensive problem.
This Notice is intended to warn the owner of potential problems that can lead to failure of the Storm Water
Control Structures or BMPs. If the structures cannot perform as designed and intended, then further
enforcement actions and possible penalties will be issued to the owner.
Please contact Jason Klingler at 980-721-3567 or email [e-mail] when
the maintenance is complete and if additional information is needed.
Sincerely,
614�--T--Y-76-t
Jason Klingler
Environmental Specialist
Water Quality Program
To report pollution or drainage problems call: 311 `'_.�:.
http:;lstormwater.eharmeck.org #� ,s
(:IRRI OTT6. Page 1 of 1

RMCharlotte -Mecklenburg
2145 Suttle Avenue
STORM Charlotte, NC 28208
WATER Annual BMP Inspection Report
Services:—,,:
Project: Southwire/ABB, Inc.
12331 Commerce Center Drive, Huntersville, NC - Huntersville
Owner: John Moore
12331 Commerce Center Drive
Huntersville, North Carolina 28078
[e-mail]
Inspection Dates: 06/14/2019 - 06/14/2019
Inspector: KLINGLER, JASON; Certification Number: NCSU232
Please note that inspection Observations below stating "Continue maintenance" implies that ongoing maintenance is
required per the approved plan and/or the recorded maintenance covenant and maintenance plan. All other inspected
;fame romiina maintannnra nrtinn nt this time_
Dry Pond 101 INSPECTION DETAILS
Initial Inspection 6/14/19 #: 44571
Items Inspected
Site
Observations
Satisfactory
Comments
• Continue maintenance.
BMP
Satisfactory
• Continue maintenance.
Inlet structure
Satisfactory
• Continue maintenance.
Inlet dissipator
Satisfactory
• Continue maintenance.
Forebay
Satisfactory
• Continue maintenance.
Forebay berm
Satisfactory
• Continue maintenance.
Vegetation / ground cover
Satisfactory
^ Continue maintenance.
Berm / dam
Not required
Drawdown orifice / device
Satisfactory
• Continue maintenance.
Spillway
Not required
Outlet structure
Satisfactory
• Continue maintenance.
Outlet dissipator
Not required
Inspection type
Annual compliance
Owner's Annual Compliance
Inspection Report Due?
Yes
Submit Inspection Report to City / County
Inspector.
Post Construction
maintenance documentation
None provided
Provide documentation of BMP maintenance.
Maintenance cost (previous
12 mos.
Storm water collection
Satisfactory
Continue maintenance.
Standing water
Satisfactory
Continue maintenance.
Sedimentation
Satisfactory
Continue maintenance.
Notice issued
Not required
Summary: This BMP is in good shape and working as designed.
To report pollution or drainage problems call. 311 .
http:llstormwate r.charmeck.org
CttUtl.(?T'fT.
6/20/2019 8:35:56AM
Page 1 of 8

Bioretention 101 INSPECTION DETAILS
Initial Inspection 6/14/19 #: 44573
Items Inspected
Inspection type
Observations
Annual compliance
Comments
Owner's Annual Compliance
Ins ection Re ort Due?
Yes
Submit Inspection Report to City / County
Inspector.
Post Construction
maintenance documentation
None provided
Provide documentation of BMP maintenance.
Maintenance cost (previous
12 mos.
Storm water collection
Satisfactory
Continue maintenance.
P-index test for soil media
Not required
Notice issued
Required Maintenance Complete
Site
Satisfactory
• Continue maintenance.
BMP
Satisfactory
• Continue maintenance.
Inlet structure
Satisfactory
• Continue maintenance.
Inlet dissipator
Erosion
• Repair erosion and establish ground cover.
Forebay
Not required
Forebay berm
Not required
Grass within basin
Not required
Mulch
Insufficient / displaced / excessive
• Add / redistribute / remove mulch as needed.
Plants
Insufficient planting density
• Restore planting, density.
Media
Satisfactory
• Continue maintenance.
Underdrain / clean out
Satisfactory
• Continue maintenance.
Berm / dam
Satisfactory
• Continue maintenance.
Spillway
Not required
Outlet structure
Satisfactory
• Continue maintenance.
Outlet dissipator
Not required
Summary: There is erosion at the inlet and in the cell. There is mulch that needs to be replaced and is missing.
Annual inspections need to be submitted.
•
CIURLOTTE.
To report pollution or drainage problems call: 311
http://stormwater.charmeck.org
6/20/2019 8:35:56AM Page 2 of 8

Bioretention 201 INSPECTION DETAILS
Initial Inspection 6/14/19 #: 44574
Items Inspected
Site
Observations
Satisfactory
Comments
• Continue maintenance.
BMP
Satisfactory
• Continue maintenance.
Inlet structure
Satisfactory
• Continue maintenance.
Inlet dissipator
Erosion
• Repair erosion and establish ground cover.
Forebay
Not required
Forebay berm
Not required
Grass within basin
Not required
Mulch
Insufficient / displaced / excessive
• Add / redistribute / remove mulch as needed.
Plants
Media
Missing
Satisfactory
• Replace missing plants.
• Continue maintenance.
Underdrain / clean out
Satisfactory
• Continue maintenance.
Berm / dam
Satisfactory
• Continue maintenance.
Spillway
Satisfactory
• Continue maintenance.
Outlet structure
Satisfactory
• Continue maintenance.
Outlet dissipator
Satisfactory
• Continue maintenance.
Inspection type
Annual compliance
Owner's Annual Compliance
Inspection Report Due?
Yes
Submit Inspection Report to City / County
Inspector.
Post Construction
maintenance documentation
None provided
Provide documentation of BMP maintenance.
Maintenance cost (previous
12 mos.
Storm water collection
Satisfactory
Continue maintenance.
P-index test for soil media
Not required
Notice issued
Required Maintenance Complete
Summary: The BMP has erosion at the inlet. There is mulch that needs to be replaced. The planting density is low
and they need to add some plants.
f
CM
CN 1RL0TTE_
6120/2019 8:35:56AM
To report pollution or drainage problems call: 311
http://stormwater.charmeck.org
Page 3 of 8

Dry Pond 201 INSPECTION DETAILS
Initial Inspection 6/14/19 #: 44575
Items Inspected
Inspection type
Observations
Annual compliance
Comments
Owner's Annual Compliance
Ins ection Re ort Due?
Yes
Submit Inspection Report to City / County
Inspector.
Post Construction
maintenance documentation
None provided
Provide documentation of BMP maintenance.
Maintenance cost (previous
12 mos.
Storm water collection
Satisfactory
Continue maintenance.
Standing water
Satisfactory
Continue maintenance.
Sedimentation
Satisfactory
Continue maintenance.
Notice issued
Not required
Site
Satisfactory
• Continue maintenance.
BMP
Satisfactory
• Continue maintenance.
Inlet structure
Satisfactory
- Continue maintenance.
Inlet dissipator
Erosion
• Repair erosion and establish ground cover.
Forebay
Not required
Forebay berm
Not required
Vegetation / ground cover
Satisfactory
• Continue maintenance.
Berm / dam
Not required
Drawdown orifice / device
Satisfactory
• Continue maintenance.
Spillway
Satisfactory
• Continue maintenance.
Outlet structure
Satisfactory
• Continue maintenance.
Outlet dissipator
Satisfactory
• Continue maintenance.
Summary: The BMP appears to
be in working order.
•
CtLVRLtWFE.
To report pollution or drainage problems call: 311
http://stormwater.charmeck.org
6/20/2019 8:35:56AM Page 4 of 8

Bioretention 301 INSPECTION DETAILS
Initial Inspection 6/14/19 #: 44576
Items Inspected
Site
Observations
Satisfactory
Comments
• Continue maintenance.
BMP
Satisfactory
•Continue maintenance.
Inlet structure
Satisfactory
a Continue maintenance.
Inlet dissipator
Erosion
• Repair erosion and establish ground cover.
Forebay
Not required
Forebay berm
Not required
Grass within basin
Not required
Mulch
Insufficient / displaced / excessive
• Add / redistribute / remove mulch as needed.
Plants
Missing
• Replace missing plants.
Media
Satisfactory
• Continue maintenance.
Underdrain / clean out
Satisfactory
• Continue maintenance.
Berm / dam
Not required
Spillway
Satisfactory
• Continue maintenance.
Outlet structure
Satisfactory
• Continue maintenance.
Outlet dissipator
Satisfactory
• Continue maintenance.
Inspection type
Annual compliance
Owner's Annual Compliance
Inspection Report Due?
Yes
Submit Inspection Report to City / County
Inspector.
Post Construction
maintenance documentation
None provided
Provide documentation of BMP maintenance.
Maintenance cost (previous
12 mos.
Storm water collection
Satisfactory
Continue maintenance.
P-index test for soil media
I Not required
Notice issued
Notice of Maintenance Required
Summary: The BMP has erosion at the inlet. There is mulch that needs to be replaced. The planting density is low
and they need to add some plants.
s
Ctt%RLOTTE_
To report pollution or drainage problems call: 311
http://stormwater.charmeck.org
6/20/2019 8:35:56AM
Page 5 of 8

Bioretention 401 INSPECTION DETAILS
Initial Inspection 6/14/19 #: 44577
Items Inspected
Inspection type
Observations
Annual compliance
lComments
Owner's Annual Compliance
Inspection Report Due?
Yes
Submit Inspection Report to City i County
Inspector.
Post Construction
maintenance documentation
Not required
Maintenance cost (previous
12 mos.
Storm water collection
Satisfactory
Continue maintenance.
P-index test for soil media
Not required
Notice issued
Required Maintenance Complete
Site
Satisfactory
• Continue maintenance.
BMP
Unsatisfactory
• Please see individual sections of the Inspection
report below for details.
Inlet structure
Satisfactory
• Continue maintenance.
Inlet dissipator
Erosion
• Repair erosion and establish ground cover.
Forebay
Satisfactory
• Continue maintenance.
Forebay berm
Satisfactory
• Continue maintenance.
Grass within basin
Not required
Mulch
Insufficient / displaced / excessive
• Add /redistribute / remove mulch as needed.
Plants
Missing
• Replace missing plants.
Media
Satisfactory
• Continue maintenance.
Underdrain / clean out
Not required
Berm / dam
Not required
Spillway
Satisfactory
• Continue maintenance.
Outlet structure
Damaged
a Repair damaged outlet.
Outlet dissipator
Not required
Summary: The BMP has erosion at the inlet. There is mulch that needs to be replaced. The planting density is low
and they need to add some plants. the outlet box appears to be getting small sinkhole around it. this needs to be
repaired ASAP so it does not get larger.
0
ctmu rm.
To report pollution or drainage problems call: 311
http://stormwater.charmeck.org
a
6/20/2019 8:35:56AM Page 6 of 8

Dry Pond 401 INSPECTION DETAILS Initial Inspection 6/14/19 #: 44579
Items Inspected Observations Comments
Site Satisfactory • Continue maintenance.
BMP Unsatisfactory • Please see individual sections of the Inspection
report below for details.
nlet structure
Satisfactory
• Continue maintenance.
nlet dissipator
Satisfactory
• Continue maintenance.
'orebay
Not required
=orebay berm
Not required
/egetation /ground cover
Excess
•Control excess vegetation.
• Control nuisance vegetation.
/egetation / ground cover
Nuisance
• Control excess vegetation.
• Control nuisance vegetation.
3erm 1-dam
)rawdown orifice / device
Not required
Excess sediment / debris 7 trash
•Remove sediment /debris /trash.
Spillway
Satisfactory
• Continue maintenance.
Dutlet structure
Standing water exceeds design time
• Determine cause of persistent water and restore
outlet.
Dutlet dissipator
Satisfactory
• Continue maintenance.
Inspection type
Annual compliance
Submit Inspection Report to City /County
Owner's Annual Compliance
Yes
Inspection Re ort Due?
None
Inspector.
Provide documentation of BMP maintenance.
Post Construction
provided
maintenance documentation
Maintenance cost (previous
12 mos.
Satisfactory
Continue maintenance.
Storm water collection
Standing water
Standing water exceeds design time
Determine cause of persistent water and restore
basin.
Satisfactory
Continue maintenance.
Sedimentation
Notice issued
Required Maintenance Complete
Summary: The BMP is holding
water. The vegetation needs to be mowed.
The area around the outlet structure needs
to be cleaned off.
• a
To report pollution or drainage problems call: 311 ox
http://stormwater.charmeck.org
CtLtRLOTTE.
Page 7 of 8
6/20/2019 8:35:56AM

Bioretention 501 INSPECTION DETAILS Initial Inspection 6/14/19 #: 44580±
Items Inspected Observations Comments
Inspection type Annual compliance
Owner's Annual Compliance
Inspection Report Due?
Yes
Submit Inspection Report to City / County
Inspector.
Post Construction
maintenance documentation
None provided
Provide documentation of BMP maintenance.
Maintenance cost (previous
12 mos.
Storm water collection
Satisfactory
Continue maintenance.
P-index test for soil media
Not required
Notice issued
Site
Erosion in drainage area / insufficient
round cover
• Repair erosion and establish ground cover in
drainage area.
BMP
Unsatisfactory
• Please see individual sections of the Inspection
report below for details.
Inlet structure
Satisfactory
• Continue maintenance.
Inlet dissipator
Forebay
Erosion
Not required
• Repair erosion and establish ground cover.
Forebay berm
Not required
Grass within basin
Not required
Mulch
Insufficient / displaced / excessive
• Add / redistribute / remove mulch as needed.
Plants
Missing
• Replace missing plants.
Media
Satisfactory
• Continue maintenance.
Underdrain / clean out
Satisfactory
• Continue maintenance.
Berm / dam
Not required
Spillway
Not required
Outlet structure
Satisfactory
•Continue maintenance.
Outlet dissipator
Not required
Summary: The BMP has erosion at the inlet. There is mulch that needs to be replaced. The planting density is low
and they need to add some plants. The slopes leading into the BMP are eroding and need to be stabilized.
•
CHARLOTTE_
6/20/2019 8:35:56AM
To report pollution or drainage problems call: 311
http://stormwater.charmeck.org
QD
Page 8 of 8

L
WETLAND
SERVICES
July 9, 2019
CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
Ms.Jamie McGrath
Southwire
12331 Commerce Station Dr.
Huntersville, NC 28078
[e-mail]
Subject: Stormwater Control Measure (SCM) Inspection
Southwire
Huntersville, North Carolina
CWS Project No. 2019-0267
Dear Ms. McGrath,
Mr
Atli
&00re8Vif/0 Rf g n 0n
nal Ofi/CL
On July 9, 2019 Carolina Wetland Services, Inc. (CWS) Assistant Project Manager, Andrew
Bradley, and Mr. Chris Fleck, PE, inspected the five bioretention basins at the Southwire facility
located at 12331 Commerce Station Dr. in Huntersville, NC. This inspection was conducted to
ensure compliance with the Charlotte -Mecklenburg Stormwater Post -Construction Ordinance
(PCO). The following report details the findings and recommendations for each SCM,
individually. The attached checklist and photographs document the existing conditions.
Southwire Bioretention Basins
Bioretention 101
Based on the results of the Bioretention 101 inspection and the Charlotte -Mecklenburg
Bioretention PCO Checklist, CWS concludes that the bioretention basin is functioning properly.
However, there are items that need to be addressed in order for the bioretention to be in
compliance with the Charlotte -Mecklenburg Stormwater PCO. CWS recommends the following
maintenance repairs:
• Restore planting density of bioretention basin
4 Refresh basin with mulch
o Trim overgrown vegetation within basin
o Stabilize bare areas on banks
Bioretention 201
Based on the results of the Bioretention 201 Inspection and the Charlotte -Mecklenburg
Bioretention PCO Checklist, CWS concludes that the bioretention basin is functioning properly.
However, there are items that need to be addressed in order for the bioretention to be in
compliance with Charlotte -Mecklenburg Stormwater PCO. CWS recommends the following
maintenance repairs:
NORTH CAROLINA • SOUTH CAROLINA
WWW.CWS-INC.NET

Southwire July 9, 2019
SCM Inspection CWS Project No. 2019-0267
• Refresh basin with mulch
• Repair and stabilize erosion along banks of basin
• Stabilize all bare areas on banks of basin
• Restore planting density within basin
• Trim overgrown vegetation
Bioretention 301
Based on the results of the Bioretention 301 inspection and the Charlotte -Mecklenburg
Bioretention PCO Checklist, CWS concludes that the bioretention basin is functioning properly.
However, there are items that need to be addressed in order for the bioretention to be in
compliance with the Charlotte -Mecklenburg Stormwater PCO. CWS recommends the following
maintenance repairs:
• Refresh basin with mulch
• Trim overgrown vegetation
• Stabilize bare areas at base of trees along banks
Bioretention 401
Based on the results of the Bioretention 401 inspection and the Charlotte -Mecklenburg
Bioretention PCO Checklist, CWS concludes that the bioretention basin is functioning properly.
However, there are items that need to be addressed in order for the bioretention to be in
compliance with the Charlotte -Mecklenburg Stormwater PCO. CWS recommends the following
maintenance repairs:
• Refresh mulch within basin
• Trim overgrown vegetation
• Stabilize bare areas along banks
• Determine cause for settling at outlet structure and repair
Bioretention 501
Based on the results of the Bioretention 501 inspection and the Charlotte -Mecklenburg
Bioretention PCO Checklist, CWS concludes that the bioretention basin is functioning properly.
However, there are items that need to be addressed in order for the bioretention to be in
compliance with the Charlotte -Mecklenburg Stormwater PCO. CWS recommends the following
maintenance repairs:
• Refresh mulch within basin
• Restore planting density within basin
• Trim overgrown vegetation
• Stabilize bare areas along banks
• Repair and stabilize erosion at outfall
• Treat and/or remove cattails at outfall
• Refresh riprap at outlet dissipator

Southwire
SCM Inspection
July 9, 2019
CWS Project No. 2019-0267
Conclusion
Based on the results of the inspection on July 9, 2019, CWS advises that the recommended
maintenance repairs be addressed in order for the bioretention basins to be in compliance with
the Charlotte -Mecklenburg Stormwater PCO. Southwire has ensured that they will refresh all
basins with mulch and restore planting densities within the basins once the p-index test for soil
media results are known.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact us if you should have any questions, or if there is any way that we can be of
further assistance to you.
Sincerely,
Andrew Bradley Christine Geist, PWS, CE
NC SCM Certified Inspector Consulting Group Manager
Attachments: Attachment 1: Inspection Checklist — Bioretention 101
Attachment 2: Photopage of Bioretention 101
Attachment 3: Inspection Checklist — Bioretention 201
Attachment 4: Photopage of Bioretention 201
Attachment 5: Inspection Checklist — Bioretention 301
Attachment 6: Photopage of Bioretention 301
Attachment 7: Inspection Checklist - Bioretention 401
Attachment 8: Photopage of Bioretnetion 401
Attachment 9: Inspection Checklist - Bioretention 501
Attachment 10: Photopage of Bioretention 501

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Southwire July 9, 2019
Attachment 2: Photopage of Bioretention 101 CWS Project No. 2019-0267
Photograph 1. Overview of Bioretention 101.
Photograph 2. View of level spreader and area needing mulch.
Bioretention 101 Photopage 1 of 2

Southwire July 9, 2019
Attachment 2: Photopage of Bioretention 101 CWS Project No. 2019-0267
Photograph 3. View of outlet structure and basin floor needing mulch.
Photograph 4. View of Bioretention 101 and banks that need to be stabilized.
Bioretention 101 Photopage 2 of 2

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Southwire July 9, 2019
Attachment 4: Photopage of Bioretention 201 CWS Project No. 2019-0267
Photograph 1. Overview of Bioretention 201 with bare areas that need mulch.
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Photograph 2. View of banks that need to be stabilized.
Bioretention 201 Photopage 1 of 2

Southwire
Attachment 4: Photopage of Bioretention 201
July 9, 2019
CWS Project No. 2019-0267
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Photograph 3. View level spreader.
Photograph 4. View of outlet structure.
Bioretention 201 Photopage 2 of 2

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Southwire July 9, 2019
Attachment 6: Photopage of Bioretention 301 CWS Project No. 2019-0267
Photograph 1. Overview of Bioretention 301 with view of bare areas that need mulch.
Photograph 2. View of outlet structure and level spreader.
Bioretention 301 Photopage 1 of 2

Southwire July 9, 2019
Attachment 6: Photopage of Bioretention 301 CWS Project No. 2019-0267
Photograph 3. View of bare areas that need mulch.
Photograph 4. View of vegetation that needs to be trimmed.
Bioretention 301 Photopage 2 of 2

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Southwire July 9, 2019
Attachment 8: Photopage of Bioretention 401 CWS Project No. 2019-0267
Photograph 1. Overview of Bioretention 401 with bare areas that need mulch.
Photograph 2. View of vegetation that needs to be trimmed.
Bioretention 401 Photopage 1 of 2

Southwire
Attachment 8: Photopage of Bioretention 401
July 9, 2019
CWS Project No. 2019-0267
rI iLAUYId II J. view or ounet structure with settling that needs to be repaired.
rnotograpn 4. View of level spreader.
Bioretention 401 Photopage 2 of 2

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Southwire July 9, 2019
Attachment 8: Photopage of Bioretention 501 CWS Project No. 2019-0267
Photograph 1. Overview of Bioretention ouI_witn pare areas gnat necU IIIUKI
Photograph 2. View of outlet structure and bare areas along banks that neea to ae stamizeu.
Bioretention 501 Photopage 1 of 2

Southwire July 9, 2019
Attachment 8: Photopage of Bioretention 501 CWS Project No. 2019-0267
Photograph 3. View of level spreader.
Photograph 4. View of outfall that needs repair and cattails that need to be treated/removed.
Bioretention 501 Photopage 2 of 2

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Republic Services
Attention: Mr. Carl Womack
4062 Section House Road
Hickory, North Carolina 28601
NORTH CAROLINA
Environmental Quality
November 22, 2019
Subject: Compliance Evaluation Inspection
Stormwater Certicate of Coverage- NCGO80211
Catawba County, North Carolina
Dear Mr. Womack:
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the
inspection conducted at Republic Services LLC.
The report should be self-explanatory; however, should you have any questions
concerning these reports, please do not hesitate to contact me at [phone] or by
email at [e-mail].
Sincerely,
es Moore, Assistant Regional Engineer
Regional Engineer
Land Quality Section
Enclosure
c: Stormwater Permitting Program
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
410RT�H�CARW�-Mooresville Regional Office 1610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
N4RTN
o to a r 704.663.1699

Compliance Inspection Report
Permit: NCGO80211 Effective: 11/16/17
Expiration: 10/31/18 Owner :
Republic Services of North Carolina LLC
SOC:. Effective:
Expiration: Facility:
Garbage Disposal Ser-Catawba
4062 Section House Rd
County: Catawba
Region: Mooresville
Hickory NC 28601
Contact Person: Don Phelps
Title:
Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Certification:
Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 11/21/2019 Entry Time:
09:04AM Exit Time:
11:15AM
Primary Inspector: Christopher Graybeal
Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Transportation wNehicle Maintenance/Petroleum Bulk/Oil Water Separator Stormwater Discharge CDC
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page 1 of 3

Permit: NCGO80211 Owner - Facility: Republic Services of North Carolina LLC
Inspection Date: 11/21/2019 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Observations of fluid leaks from equipment were noted in various locations around the parking lot. Its recommended those
areas be promply cleaned and monitored to prevent possible stormwater runoff contamination issues in the future. The
facility appears to be compliant at this time.
Page 2 of 3

Permit: NCGO80211 Owner - Facility: Republic Services of North Carolina LLC
Inspection Date: 11/21/2019 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan?
# Does the Plan include a General Location (USGS) map?
# Does the Plan include a "Narrative Description of Practices"?
# Does the Plan include a detailed site map including outfall locations and drainage areas?
# Does the Plan include a list of significant spills occurring during the past 3 years?
# Has the facility evaluated feasible alternatives to current practices?
# Does the facility provide all necessary secondary containment?
# Does the Plan include a BMP summary?
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
# Does the facility provide and document Employee Training?
# Does the Plan include a list of Responsible Party(s)?
# Is the Plan reviewed and updated annually?
# Does the Plan include a Stormwater Facility Inspection Program?
Has the Stormwater Pollution Prevention Plan been implemented?
Comment:
Qualitative Monitoring
Has the facility conducted its Qualitative Monitoring semi-annually?
Comment: Qualitative montoring available and reviewed.
Analytical Monitoring
Has the facility conducted its Analytical monitoring?
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
Comment: Analytical Monitoring data available and reviewed.
Permit and Outfalls
# Is a copy of the Permit and the Certificate of Coverage available at the site?
# Were all outfalls observed during the inspection?
# If the facility has representative outfall status, is it properly documented by the Division?
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment: All outfalls were observed and certifcate of coverage available.
Yes No NA NE
❑ ❑ ❑
Yes No NA NE
Page 3 of 3

Permit: NCG070009
SOC:
County: Catawba
Region: Mooresville
Contact Person: Doug Fouts
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Report
Effective: 06/01/18 Expiration: 05/31/23 Owner: Adams Products Co
Effective: Expiration: Facility: Adams Products Co - Hickory
1067 2nd Ave NW
Title:
LL Inspection Date: 11/21/2019 Entry Time: 01:30PM
Primary Inspector: Christopher Graybeal
Secondary Inspector(s):
Hickory NC 28601
Phone: [phone]
Certification: Phone:
Exit Time: 02:30PM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Stone, Clay, Glass, and Concrete Products Stormwater Discharge CDC
Facility Status: Compliant Not Compliant
Question Areas:
Other
(See attachment summary)
Page 1 of 3

Permit: NCG070009 Owner - Facility: Adams Products Co
Inspection Date: 11/21/2019 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Based on the inspection a rescission is recommended
Page 2 of 3

Permit: NCG070009 Owner - Facility: Adams Products Co
Inspection Date: 11/21/2019 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Other
Comment:
Yes No NA NE
Page 3 of 3