NCG030605_COMPLETE FILE - HISTORICAL_20190520

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V �� (p30 to Op
DOC TYPE
$. HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ 201 g 0 6 ZD
YYYYMMDD

aceAnalytical
www.paceiabs.com
May 20, 2019
Danielle Loyd
Moog Components
1995 NC Hwy 141
Murphy, NC 28906
RE: Project: Stormwater-SD3
Pace Project No.: 92428221
Dear Danielle Loyd:
Pace Analytical Services, LLC
2225 Riverside Dr,
Asheville, NC 28804
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on May 07, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNIINELAC 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,
Chris Derouen
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fu$l,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 24

aceAnalytical
wwwpatelab&C=
Project: Stormwater-SD3
Pace Project No.: 92428221
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Charlotte Certification IDs
9600 KinceyAve. 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
Ftohda/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
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
VirginialVELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 24

aceAnalyical
www.pacefabs.cnm
SAMPLE ANALYTE COUNT
Pace Analytical. Services, LLG
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Pace Project No.:
Stormwater-SD3
92428221
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92428221001
SD3
EPA 1664E
JMS
1
PASI-C
EPA608.3
SEM
29
PASI-C
EPA 200.7 Rev 4.4 1994
DS
12
PASI-A
EPA625.1
BPJ
58
PASI-C
EPA624.1
DLK
34
PASI-C
SM 254OD-2011
MJP
1
PASI-A
EPA420.4 Rev 1.0 1993
KDF1
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 24

Pace Analytical Services, LLC
Analytical 2225 Riversidelace04
Asheville, NC 28817
www.pacelabs.com [phone]
ANALYTICAL RESULTS
Project: Stormwater-SD3
Pace Project No.: 92428221
Sample: SD3 Lab ID: 92428221001 Collected: 05/04/19 14:25 Received: 05107/19 09:54 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual.
1664 SGT-HEM, TPH
Analytical Method: EPA 1664B
Total Petroleum Hydrocarbons
ND
m91L
5.0
1
05/10/19 06:54
609 PCB Pest RVE
Analytical Method: EPA 608.3 Preparation
Method: EPA
608.3
Aldrin
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
309-00-2
alpha-BHC
ND
ug/L
0.050
1
05/0811913:48
05114/1916:37
319-84-6
beta-BHC
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
319-85-7
delta-BHC
ND
ug/L
0.050
1
05108/1913:48
05/14/19 16:37
319-86-8
gamma-BHC (Lindane)
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
58-89-9
Chlordane (Technical)
ND
ug1L
0.50
1
05/08/19 13:48
05/14/19 16:37
57-74-9
alpha -Chlordane
ND
ug1L
0.050
1
05/08/19 13:48
05/1411916:37
5103-71-9
gamma -Chlordane
ND
ug1L
0.050
1
05/0811913:48
0511411916:37
5103-74-2
4.4'-DDD
ND
ug1L
0.050
1
05/0811913:48
0511411916:37
72-54-8
4,4'-DDE
ND
ug/L
0.050
1
05108/1913:48
0511411916:37
72-55-9
4.4'-DDT
NO
ug/L
0.050
1
05/0811913:48
0511411916:37
50-29-3
Dieldrin
ND
ug/L
0.050
1
0510811913:48
05114/1916:37
60-57-1
Endosulfan I
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
959-98-8
Endosulfan II
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
33213-65-9
Endosulfan sulfate
ND
ug1L
0.050
1
05/08/19 13:48
05/14/19 16:37
1031-07-8
Endrin
ND
ug1L
0.050
1
05/08/19 13:48
0511411916:37
72-20-8
Endrin aldehyde
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
7421-93-4
Heptachlor
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
76-44-8
Heptachlor epoxide
ND
ug/L
0.050
1
05/08/19 13:48
05/14/19 16:37
1024-57-3
PCB-1016 (Arodor 1016)
ND
ug/L
0.50
1
05/08/19 13:48
05114119 16:37
12674-11-2
PCB-1221 (Aroclor 1221)
ND
ug/L
0.50
1
05/08/19 13:48
05114/19 16:37
11104-28-2
PCB-1232 (Aroclor 1232)
ND
ug/L
0.50
1
05/08/19 13:48
05/14/19 16:37
11141-16-5
PCB-1242 (Aroclor 1242)
ND
ug/L
0.50
1
05/08/19 13:48
05/14/19 16:37
53469-21-9
PCB-1248 (Aroclor 1248)
ND
ug/L
0.50
1
05/08/19 13:48
05/14/19 16:37
12612-29-6
PCB-1254 (Aroclor 1254)
ND
ug/L
0.50
1
05/08/19 13:48
05/14/19 16:37
11097-09-1
PCB-1260 (Aroclor 1260)
ND
uglL
0,50
1
05/08/19 13:48
05/14/19 16:37
11096-82-5
Toxaphene
ND
ug1L
0.50
1
05108/1913:48
05/1411916:37
8001-35-2
Surrogates
Tetrachloro-m-xylene (S).
109
%
10-130
1
05/08/19 13:48
05/14/19 16:37
877-09-8
Decachlorobiphenyl (S)
78
%
10-130
1
05/08/19 13:48
05/14/19 16:37
2051-24-3
200.7 MET ICP
Analytical Method: EPA 200.7 Rev
4.4 1994 Preparation
Method: EPA 200.7 Rev 4.4 1994
Antimony
ND
ug/L
5.0
1
05/16/19 17:24
05/19/19 02A4
7440-36-0
Arsenic
ND
ug/L
10.0
1
05/16/19 17:24
05/19/19 02:44
7440-38.2
Beryllium
ND
ug/L
1.0
1
05116/19 17:24
05/19/19 02:44
7440-41-7
Cadmium
ND
ug/L
1.0
1
05116/19 17:24
05/19/19 02:44
7440-43-9
Chromium
ND
ug/L
5.0
1
05/16/19 17:24
05/19/19 02:44
7440-47-3
Copper
ND
ug/L
5.0
1
05/16/19 17:24
05/19/19 02:44
7440-50-8
Lead
ND
ug/L
5.0
1
05/16/19 17:24
05/19/19 02:44
7439-92-1
Nickel
ND
ug/L
5.0
1
05/16/19 17:24
05/19/19 02:44
7440-02-0
Selenium
ND
ug/L
10.0
1
05/16/19 17:24
05/19/19 02:44
7782-49.2
Silver
ND
ug/L
5.0
1
05/16/19 17:24
05/19/19 02:44
7440-22-4
Thallium
ND
ug1L
10.0
1
05/16/19 17:24
05/19/19 02:44
7440-28-0
REPORT
OF LABORATORY
ANALYSIS
This report shall not be reproduced, except in
full,
Date: 05/20/2019 12:07 PM
without the written consent of Pace Analytical Services, LLC.
Page 4 of 24

Pace Analytical Services, LLC
laceAnalytrcal 2225 Riverside
Asheville, NC 2880404
www.pacelabs.cam
[phone]
ANALYTICAL RESULTS
Project: Stormwater-SD3
Pace Project No.: 92428221
Sample: SD3 Lab ID: 92428221001 Collected: 05/04/19 14:25 Received: 05/07/19 09:54 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2003 MET ICP
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Zinc
10.3
ug/L
10.0
1
05/16/19 17:24
05/19119 02;44
7440-66-6
625 MSSV
Analytical Method: EPA625.1 Preparation
Method: EPA625.1
Acenaphthene
ND
ug/L
5.0
1
05/07119 22:07
05/08/19 23:02
83-32-9
Acenaphthylene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
208-96-8
Anthracene
ND
ug/L
5.0
1
05107/19 22:07
05/08/19 23:02
120-12-7
Benzo(a)anthracene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
56-55-3
Benzo(a)pyrene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
50-32-8
Benzo(b)fluoranthene
ND
ug/L
5.0
1
05107/19 22;07
05/08/19 23:02
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
5.0
1
05107/19 22:07
05/08/19 23:02
191-24-2
Benzo(k)fluoranthene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
101-55-3
Butylbenzylphthalate
ND
ug/L
5.0
1
05107/19 22:07
05/08/19 2102
85-68-7
4-Chloro-3-methylphenol
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
10.0
1
05107/19 22:07
05/08/19 23:02
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
111-44-4
2-Chloronaphthalene
ND
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
91-58-7
2-Chlorophenol
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
95-57-8
4-Chlorophenylphenyl ether
ND
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
7005-72-3
Chrysene
ND
ug1L
5.0
1
05/07/19 22:07
05/08/19 23:02
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
25.0
1
05/07/19 22:07
05/08/19 23:02
91-94-1
2,4-Dichlorophenol
ND
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
120-83-2
Di ethylphtha late
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
84-66-2
2,4-Dimethylphenol
ND
ug/L
10.0
1
05/07/19 22:07
05/08/19 23:02
105-67-9
Dimethylphthalate
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
131-11-3
Di-n-butyl phtha late
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
84-74-2
4,6-Dinitro-2-methylphenol
ND
ug/L
20.0
1
05/07/19 22:07
05/08/19 23:02
534-52-1
2,4-Dinitrophenol
ND
ug/L
50.0
1
05/07/19 22:07
05/08/19 23:02
51-28-5
2,4-Dinitrotoluene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
121-14-2
2,6-Dinitrotoluene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
606-20-2
Di-n-octylphthalate
ND .
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
117-84-0
bis(2-Ethylhexyl)phthalate
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
117-81-7
Fluoranthene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
206-44-0
Fluorene
ND
ug/L
5.0
1
05107/19 22:07
05/08/19 23:02
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 2102
87-68-3
Hexachlorobenzene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
10.0
1
05/07/19 22:07
05/08/19 23:02
77-47-4
Hexachloroethane
ND
ug/L
6.0
1
05/07/19 22:07
05/08/19 23:02
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
193-39-5
Isophorone
ND
ug/L
10.0
1
05/07/19 22:07
05/08/19 23:02
78-59-1
Naphthalene
ND
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
91-20-3
Nitrobenzene
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
98-95-3
2-Nitrophenol
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
88-75-5
4-Nitrophenol
ND
ug/L
50.0
1
05/07/19 22:07
05/08/19 23:02
100-02-7
N-Nitrosodimethylamine
ND
ug1L
5.0
1
05/07/19 22:07
05/08/19 23:02
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
621-64-7
REPORT OF LABORATORY
ANALYSIS
This report shall not
be reproduced, except
in full,
Date: 05/20/2019 12:07 PM
without the written consent of Pace Analytical Services, LLC.
Page 5 of 24

lac6Analytical.
WW'Pacafahs.=n
Project: Stormwater-SD3
Pace Project No.: 92428221
Sample: SD3
Parameters
625 MSSV
N-Nitrosodiphenylamine
2,2'-Oxybis(1-chloro p ropa ne)
Pentachlorophenol
Phenanthrene
Phenol
Pyrene
1, 2,4-Trichlorobenzene
2,4,6-Trichlo ropheno I
Surrogates
Nitrobenzene-d5 (S)
2-Fluorobiphenyl (S)
Terphenyl-d 14 (S)
Phenol-d6 (S)
2-Fluorophenol (S)
2,4,6-Tribromophenol (S)
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dich loro propane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetra chloroethene
Toluene
1 A I-Trichloroethane
1,1, 2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Date: 05/20/2019 12:07 PM
Pace Analytical_Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Lab ID: 92428221001 Collected: 05/04/19 14:25 Received: 05/07/19 09:54 Matrix: Water
Results Units Report Limit OF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
NO
ug/L
10.0
1
05/07/19 22:07
05/08/19 23:02
86-30-6
NO
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
108-60-1
ND
uglL
10.0
1
05/07/19 22:07
05/08/19 23:02
87-86-5 L2
NO
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
85-01-8
ND
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
108-95-2
NO
uglL
5.0
1
05/07/19 22:07
05/08/19 23:02
129-00-0
NO
ug/L
5.0
1
05/07/19 22:07
05/08/19 23:02
120-82-1
NO
uglL
10.0
1
05/07/19 22:07
05/08/19 23:02
88-06-2 L2
66
%
10-120
1
05/07/19 22:07
05/08/19 23:02
4165-60-0
63
%
15-120
1
05/07/19 22:07
05/08/19 23:02
321-60-8
82
%
11-131
1
05/07/19 22:07
05/08/19 2102
1718-51-0
24
%
10-120
1
05/07/19 22:07
05/08/19 23:02
13127-88-3
27
%
10-120
1
05/07/19 22:07
05/08/19 23:02
367-12-4
42
%
10-137
1
05/07/19 22:07
05/08/19 23:02
118-79-6
Analytical Method: EPA 624.1
ND
ug/L
1.0
1
05/1011915:03
71-43-2
ND
ug/L
2.0
1
05/10/1915:03
75-27-4
ND
ug/L
2.0
1
05/10/1915:03
75-25-2
ND
uglL
2.0
1
05/1011915:03
74-83-9
ND
ug/L
2.0
1
05/1011915:03
56-23-5
ND
ug/L
2.0
1
05/1011915:03
108-90-7
ND
ug/L
2.0
1
05/10/1915:03
75-00-3
ND
uglL
5.0
1
0511011915:03
67-66-3
ND
ug/L
2.0
1
05/1011915:03
74-87-3
ND
ug/L
2.0
1
05110/1915:03
124-48-1
ND
ug/L
2A
1
05/1011915:03
95-50-1
NO
ug/L
2.0
1
05/1011915:03
541-73-1
ND
ug/L
2.0
1
05/1011915:03
106-46-7
ND
ug/L
2.0
1
05/1011915:03
75-34-3
ND
ug/L
2.0
1
05/1011915:03
107-06-2
ND
ug/L
2.0
1
05/10/1915:03
75-35-4
NO
uglL
2.0
1
0511011915:03
156-59-2
ND
ug1L
2.0
1
05/1011915:03
156-60-5
ND
ug/L
2.0
1
05110/1915:03
78-87-5
ND
ug/L
2.0
1
05110/1915:03
10061-01-5
ND
ug/L
2.0
1
05/10/1915:03
10061-02-6
NO
uglL
1.0
1
05/10/1915:03
100-41-4
ND
uglL
5.0
1
05110/1915:03
75-09-2
ND
ug/L
2.0
1
0511011915:03
79-34-5
ND
ug/L
2.0
1
05/10/1915:03
127-18-4
ND
ug1L
1.0
1
05110/1915:03
108-88-3
ND
ug/L
2.0
1
05/10/1915:03
71-55-6
ND
ug1L
2.0
1
05/10/1915:03
79-00-5
NO
ug/L
2.0
1
05/10/1915:03
79-01-6
ND
ug/L
2.0
1
05/1011915:03
75-69-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC,
Page 6 of 24

Pace Analytical Services, LLC
0
aceAnalytical 2225 Riverside 04
Asheville, NC 2aao4
wawpacalabicom [phone]
ANALYTICAL RESULTS
Project: Stormwater-SD3
Pace Project No.: 92428221
Sample: SD3 Lab lD: 92428221001 Collected: 05/04/19 14:25 Received: 05/07/19 09:54 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624.1
Vinyl chloride
ND ug/L
2.0
1
05/10/19 15:03
75-01-4
Surrogates
4-Bromofluorobenzene (S)
96 %
70-130
1
05/10/19 15:03
460-00-4
Toluene-d8 (S)
101 %
70-130
1
05/10/19 15:03
2037-26-5
1,2-Dichloroethane-d4 (S)
99 %
70-130
1
05/10/19 15:03
17060-07-0
2540D Total Suspended Solids
Analytical Method: SM 2540D-2011
Total Suspended Solids
4.1 mg1L
2.5
1
05/09/19 11:53
420.4 Phenolics, Total
Analytical Method: EPA 420.4 Rev 1.0
1993 Preparation Method: EPA 420.4 Rev 1.0 1993
Phenol
ND mg[L
0.020
1
05/14/19 08:30 05/15/19 07:37
108-95-2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2019 12:07 PM without the written consent of Pace Analytical Services, LLC, Page 7 of 24

aceAnalytrcal
~..pacalabs.com
QUALITY CONTROL DATA
Project: Stormwater-SD3
Pace Project No.: 92428221
QC Batch: 474454 Analysis Method: EPA 1664E
QC Batch Method: EPA 1664B Analysis Description: 1664 SGT-HEM, TPH
Associated Lab Samples: 92428221001
METHOD BLANK: 2572269
Associated Lab Samples: 92428221001
Parameter Units
Total Petroleum Hydrocarbons mg1L
LABORATORY CONTROL SAMPLE: 2572270
Parameter Units
Total Petroleum Hydrocarbons mg1L
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 4.8 05/10/19 06A1
Spike LCS LCS % Rec
Cone. Result % Rec Limits Qualifiers
19.2 19.5 101 64-132
MATRIX SPIKE SAMPLE: 2572271
92428068001 Spike MS MS % Rec
Parameter Units Result Cone. Result % Rec Limits Qualifiers
Total Petroleum Hydrocarbons mg/L ND 19.2 21.2 107 64-132
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 he reproduced, except in full,
Date: 05/20/2019 12:07 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 24

aceAnalytical
www.pacefabs.oan
QUALITY CONTROL DATA
Project: Stormwater-SD3
Pace Project No.: 92428221
QC Batch: 475592
Analysis Method:
EPA 2007 Rev 4.4 1994
QC Batch Method: EPA 200.7 Rev 4A 1994
Analysis Description:
200.7 MET
Associated Lab Samples: 92428221001
METHOD BLANK: 2577560
Matrix: Water
Associated Lab Samples: 92428221001
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Antimony
ug/L
ND
5.0
05/19/19 02:02
Arsenic
ug/L
ND
10.0
05/19/19 02:02
Beryllium
ug1L
ND
1.0
05/19/19 02:02
Cadmium
ug/L
ND
1.0
05/19/19 02:02
Chromium
ug/L
ND
5.0
05/19/19 02:02
Copper
ug/L
ND
5.0
05119/19 02:02
Lead
ug1L
ND
5.0
05/19/19 02:02
Nickel
ug1L
ND
5.0
05/19/19 02:02
Selenium
ug1L
ND
10.0
05/19/19 02:02
Silver
ug1L
ND
5.0
05/19/19 02:02
Thallium
ug/L
ND
10.0
05/19/19 02:02
Zinc
ug1L
NO
10.0
05/19/19 02:02
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
Parameter
2577561
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Antimony
ug/L
500
498
100
85-115
Arsenic
ug/L
500
471
94
85-115
Beryllium
ug1L
500
485
97
85-115
Cadmium
ug/L
500
488
98
85-115
Chromium
ug1L
500
484
97
85-115
Copper
ug1L
500
499
100
85-115
Lead
ug/L
500
486
97
85-115
Nickel
ug1L
500
483
97
85-115
Selenium
ug1L
500
497
99
85-115
Silver
ug1L
250
249
99
85-115
Thallium
ug1L
500
470
94
85-115
Zinc
ug1L
500
489
98
85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2577562
2577563
MS
MSD
92428184002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Antimony
ug/L
ND
500
500
404
434
81
87
70-130
7
Arsenic
ug/L
ND
500
500
398
419
79
83
70-130
5
Beryllium
ug/L
ND
500
500
411
439
82
88
70-130
' 7
Cadmium
ug1L
ND
500
500
403
428
81
86
70-130
6
Chromium
ug/L
ND
500
500
399
427
80
85
70-130
7
Resuits 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: 05/20/2019 12:07 PM without the written consent of Pace Analytical Services, LLC.
Page 9 of 24

lacieAnalytiml
www,p"abs.com
QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Storrnwater-SD3
Pace Project No.: 92428221
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2577562
2571563
MS
MSD
92428184002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Cone.
Cone.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Copper
ug1L
NO
500
500
411
438
82
87
70-130
6
Lead
ug1L
ND
500
500
392
418
78
84
70-130
6
Nickel
ug/L
NO
500
500
396
424
79
85
70-130
7
Selenium
ug1L
NO
500
500
421
452
84
90
70-130
7
Silver
ug1L
NO
250
250
210
222
84
89
70-130
5
Thallium
ug1L
NO
500
500
388
415
78
83
70-130
7
Zinc
ug1L
0.013
500
500
416
444
81
86
70-130
6
mg/L
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2577564
MS
92428708002
Spike
Parameter
Units
Result
Cone.
Antimony
uglL
NO
S00
Arsenic
uglL
0,034
500
mg1L
Beryllium
uglL
NO
500
Cadmium
uglL
NO
500
Chromium
uglL
NO
500
Copper
uglL
0.43
500
mglL
Lead
uglL
ND
500
Nickel
uglL
NO
500
Selenium
uglL
ND
500
Silver
uglL
0.19
250
mglL
Thallium
uglL
NO
500
Zinc
uglL
ND
500
2577565
MSD
Spike MS MSD MS MSD % Rec
Cone. Result Result % Rec % Rec Limits RPD Qual
500 406 407 81 81 70-130 0
500 433 441 80 81 70-130 2
500 413 421 83 84 70-130 2
500 407 411 81 82 70-130 1
500 405 412 81 82 70-130 2
500 856 874 86 90 70-130 2
500 406 410 81 82 70-130 1
500 402 407 80 81 70-130 1
500 422 424 84 85 70-130 0
250 410 417 88 90 70-130 2
500 391 397 78 79 70-130 2
500 423 430 84 85 70-130 2
Results presented an 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: 05/2012019 12:07 PM without the written consent of Pace Analytical Services, LLC.
Page 10 of 24

e
aceAnalytical
www.pacalabs.mm
QUALITY CONTROL DATA
Project: Stormwater-SD3
Pace Project No.: 92428221
QC Batch: 474329 Analysis Method: EPA 624.1
QC Batch Method: EPA 624.1 Analysis Description: 624 MSV
Associated Lab Samples: 92428221001
METHOD BLANK: 2571606
Associated Lab Samples: 92428221001
Parameter
Units
1,1,1-Trichloroethane
ug/L
1,1,2,2-Tetrachloroethane
ug/L
1,12-Trichloroethane
ug/L
1,1-Dichloroethane
ug/L
1,1-Dichloroethene
ug/L
1,2-Dichlorobenzene
ug/L
1,2-Dichloroethane
ug/L
1,2-Dichloropropane
ug/L
1,3-Dichlorobenzene
ug/L
1,4-Dichlorobenzene
ug/L
Benzene
uglL
Bromodich loro methane
uglL
Bromoform
ug/L
Bromomethane
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroethane
ug/L
Chloroform
ug/L
Chloromethane
ug/L
cis-1,2-Dichloroethene
ug/L
cis-1,3-Dichloropropene
ug/L
Dibromochloromethane
uglL
Ethylbenzene
ug/L
Methylene Chloride
ug/L
Tetrachloroethene
ug/L
Toluene
ug/L
trans-1,2-Dichloroethene
ug/L
trans-1,3-Dichloropropene
ug/L
Trichloroethene
ug/L
Trichlorofluoromethane
ug/L
Vinyl chloride
uglL
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene -dB (S)
%
LABORATORY CONTROL SAMPLE: 2571607
Parameter
1, 1, 1 -Trichloroethane
1,1,2,2-Tetrachlo roethane
Matrix: Water
Blank
Result
Reporting
Limit
Analyzed
ND
2.0
05/10119 14:09
ND
2.0
05110/1914:09
ND
2.0
05110/1914709
ND
2.0
05110/1914:09
NO
2.0
05/10/19 14:09
NO
2.0
05110/1914:09
ND
2.0
0511014914:09
ND
2.0
05110/1914:09
NO
2.0
05/10/19 14:09
ND
2.0
05110/1914:09
ND
11.0
0511011914:09
ND
2.0
05/10/1914:09
ND
2.0
05/10/1914:09
NO
2.0
05110/1914:09
ND
2.0
05/10/1914:09
ND
2.0
05110/1914:09
ND
2.0
05/10/19 14:09
ND
5.0
05110/1914:09
ND
2.0
05/10/1914:09
ND
2.0
05110/1914:09
ND
2.0
05110/1914:09
ND
2.0
05/10/19 14:09
ND
1.0
05/1011914:09
ND
5.0
05110/1914:09
ND
2.0
05/10/1914:09
ND
1.0
05/1011914:09
ND
2.0
05110119 14:09
ND
2.0
05110/1914:09
ND
2.0
05110/1914:09
ND
2.0
05110/1914:09
ND
2.0
05110/1914:09
96
70-130
05/1011914:09
99
70-130
05110/1914:09
100
70-130
05/10/1914:09
Spike
Units Conc.
ug/L 20
ug/L 20
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Qualifiers
LCS LCS % Rec
Result % Rec Limits Qualifiers
20.2 101 70-130
18.9 94 60-140
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: 05/20/2019 12:07 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 24

58ceAnalytical
(�mawpacelab&=
QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr,
Asheville, NC 28804
[phone]
Project: Stormwater-5D3
Pace Project No.: 92428221
LABORATORY CONTROL SAMPLE:
2571607
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
1,1,2-Trichloroethane
ug1L
20
20.1
100
70-130
1,1-Dichloroethane
ug/L
20
19.0
95
70-130
1,1-Dichloroethene
ug1L
20
22.8
114
50-150
1,2-Dichlorobenzene
uglL
20
20.3
102
65-135
1,2-Dichloroethane
ug1L
20
l T5
88
49-155
1,2-Dichloropropane
uglL
20
19.0
95
35-165
1,3-Dichlorobenzene
ug/L
20
19.4
97
70-130
1,4-Dichlorobenzene
ug1L
20
19.3
97
65-135
Benzene
ug1L
20
18.0
90
65-135
Bromodichloromethane
ug1L
20
19.4
97
65-135
Bromoform
uglL
20
20.3
102
70-130
Bromomethane
uglL
20
16.2
81
15-185
Carbon tetrachloride
ug1L
20
20.7
103
70-130
Chlorobenzene
ug1L
20
19.4
97
65-135
Chloroethane
ug1L
20
18.8
94
40-160
Chloroform
ug1L
20
19.8
99
70-135
Chloromethane
ug1L
20
19.3
97
1-205
cis- 1,2-Dichloroethene
uglL
20
18.2
91
68-146
cis- 1.3-Dichloropropene
uglL
20
19.7
98
25-175
Dibromochloromethane
uglL
20
22.2
111
70-135
Ethylbenzene
uglL
20
18.7
93
60-140
Methylene Chloride
uglL
20
20.8
104
60-140
Tetra chloroethene
uglL
20
19.4
97
70-130
Toluene
uglL
20
18.8
94
70-130
trans-1,2-Dichloroethene
uglL
20
20.3
102
70-130
trans-1,3-Dichloropropene
uglL
20
19.5
98
50-150
Trichloroethene
uglL
20
18.2
91
65-135
Trichlorofluoromethane
ug1L
20
19.8
99
50-150
Vinyl chloride
uglL
20
22.8
114
5-195
1,2-Dichloroethane-d4(S)
%
94
70-130
4-Bromofluorobenzene (S)
%
99
70-130
Toluene-d8 (S)
%
100
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2571608
2571609
MS
MSD
92428221001
Spike
Spike
MS
M5D
MS MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec % Rec
Limits
RPD Qual
1,1,1-Trichloroethane
ug1L
ND
20
20
17.0
18.3
85
91
52-162
7
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
18.7
19.1
93
96
46-157
2
1,1,2-Trichloroethane
ug/L
ND
20
20
16.8
17.0
84
85
52-150
2
1,1-Dichloroethane
uglL
ND
20
20
16.9
16.5
84
83
59-155
2
1,1-Dichloroethene
ug1L
ND
20
20
20.2
20.4
101
102
1-234
1
1,2-Dichlorobenzene
ug/L
ND
20
20
20.1
21.6
100
108
18-190
7
1,2-Dichloroethane
uglL
ND
20
20
15.2
16.7
76
83
49-155
10
1,2-Dichloropropane
uglL
ND
20
20
19.1
16.8
96
84
1-210
13
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: 05/20/2019 12:07 PM without the written consent of Pace Analytical Services, LLC, Page 12 of 24

aceAnalytical
WWW..pawabs.cam
QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Stormwater-SD3
Pace Project No.: 92428221
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2571608
2571609
MS
MSD
92428221001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Oual
1,3-Dichlorobenzene
ug/L
ND
20
20
20.3
21.6
' 102
108
59-156
6
1,4-Dichlorobenzene
ug/L
ND
20
20
20.8
21.4
104
107
18-190
3
Benzene
ug/L
ND
20
20
16.5
18.1
82
91
37-151
9
Bromodichloromothane
ug/L
ND
20
20
18.2
17.0
91
85
35-155
7
Bromoform
ug1L
ND
20
20
20.8
22.3
104
112
45-169
7
Bromomethane
ug1L
ND
20
20
8.9
8.4
45
42
1-242
6
Carbon tetrachloride
ug1L
ND
20
20
18.7
19.7
93
99
70-140
6
Chlorobenzene
ug1L
ND
20
20
20.0
20.6
100
103
37-460
3
Chloroethane
ug1L
ND
20
20
17.8
18.0
89
9D
14-230
2
Chloroform
ug1L
ND
20
20
14.9
14.7
74
74
51-138
1
Chloromethane
ug1L
ND
20
20
11.7
11.8
58
59
1-273
1
cis- 1,2-Dichlorcethene
ug1L
ND
20
20
18.3
17.6
92
88
45-174
4
cis- 1,3-D ichloropropene
ug1L
ND
20
20
15.4
16.3
77
82
1-227
6
Dibromochloromethane
ug1L
ND
20
20
20.3
21.6
101
108
53-149
6
Ethylbenzene
ug1L
ND
20
20
19.3
20.0
97
100
37-162
4
Methylene Chloride
ug1L
ND
20
20
16.9
17.3
85
86
1-221
2
Tetrachloroethene
ug/L
ND
20
20
19.6
21.4
98
107
64-148
9
Toluene
ug/L
ND
20
20
16.1
16.6
80
83
47-150
4
trans-1,2-Dichloroethene
uglL
ND
20
20
17.8
17.9
89
90
54-156
1
trans-1,3-Dichloropropene
ug/L
ND
20
20
15.9
15.8
79
79
17-183
1
Trichloroethene
ug/L
ND
20
20
17.4
17.7
87
88
70-157
2
Trichlorofluoromethane
ug/L
ND
20
20
20.6
21.4
103
107
17-181
4
Vinyl chloride
ug/L
ND
20
20
16.5
16.2
82
81
1-251
2
1,2-Dichloroethane-d4 (S)
%
91
98
70-130
4-Bromofluorobenzene (S)
%
96
98
70-130
Toluene-d8 (S)
%
87
91
70-130
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: 05/20/2019 12:07 PM without the written consent of Pace Analytical Services, LLC.
Page 13 of 24

aceAnalXical
www.pecolabs.com
QUALITY CONTROL DATA
Project: Stormwater-SD3
Pace Project No.: 92428221
QC Batch: 473994 Analysis Method: EPA 608.3
QC Batch Method: EPA 608.3 Analysis Description: 608 PCB Pest Red Vol
Associated Lab Samples: 92428221001
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
METHOD BLANK: 2569938
Matrix: Water
Associated Lab Samples: 92428221001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
4,4'-DDD
ug1L
ND
0.050
05114/1917:02
4,4'-DDE
ug1L
ND
0.050
05114/1917:02
4,4'-DDT
uglL
ND
0.050
05114/1917:02
Aldrin
ug1L
NO
0.050
0511411917:02
alpha-BHC
ug/L
NO
0.050
05/1411917:02
alpha -Chlordane
ug1L
NO
0.050
0511411917:02
beta-BHC
uglL
ND
0.050
05114/1917:02
Chlordane (Technical)
ug/L
ND
0.50
05114/191T.02
delta-BHC
ug/L
ND
0.050
05/1411917:02
Dieldrin
ug/L
ND
0.050
05/1411917:02
Endosulfan i
ug1L
ND
0.050
05/14/19 17:02
Endosulfan ll
ug/L
ND
0.050
05114/19 17:02
Endosulfan sulfate
ug/L
ND
0.050
05/14/19 17:02
Endrin
ug/L
ND
0.050
0511411917:02
Endrin aldehyde
ug/L
ND
0.050
05/14/19 17:02
gamma-BHC (Lindane)
ug/L
ND
0.050
05/14/19 IT02
gamma -Chlordane
uglL
ND
0.050
0511411917:02
Heptachlor
ug/L
ND
0.050
05/1411917:02
Heptachlor epoxide
ug/L
ND
0.050
05/14/19 17:02
PCB-1016 (Aroclor 1016)
ug/L
ND
0.50
05/14/19 17:02
PCB-1221 (Aroclor 1221)
ug/L
N❑
0.50
05/14/19 17:02
PCB-1232 (Aroclor 1232)
ug/L
ND
0.50
05/14/19 17:02
PCB-1242 (Aroclor 1242)
ug/L
ND
0.50
05/14/19 17:02
PCB-1248 (Aroclor 1248)
ug/L
ND
0.50
05/14/19 17:02
PCB-1254 (Aroclor 1254)
ug/L
NO
0.50
05/14/19 17:02
PCB-1260 (Aroclor 1260)
ug/L
ND
0.50
05/14/19 17:02-
Toxaphene
ug/L
NO
0.50
05/14/1917:02
Decachlorobiphenyl (S)
%
105
10-130
05/14/19 17:02
Tetrachioro-m-xylene (S)
%
82
10-130
05/14/19 17:02
LABORATORY CONTROL SAMPLE: 2569939
Spike
LCS
LCS %
Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
4,4'-DDD
ug1L
0.25
0.25
99
31-141
4,4'-DDE
ug/t_
0.25
0,22
87
30-145
4,4'-DDT
ug1L
0.25
0.26
102
25-160
Aldrin
uglL
0.25
0.25
98
42-140
alpha-BHC
ug/L
0.25
0.25
100
37-140
alpha -Chlordane
ug1L
0.25
0.26
105
45-140
beta-BHC
ug1L
0,25
0.26
103
17-147
Results presented on this page are in the units Indicated try the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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QUALITY CONTROL DATA
Project: Stormwater-SD3
Pace Project No.: 92428221
LABORATORY CONTROL SAMPLE:
Parameter
2569939
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
delta-BHC
ug1L
0.25
0,25
102
19-140
Dieldrin
ug/L
0.25
0.27
107
36-146
Endosulfan I
ug/L
0.25
0.30
120
45-153
Endosulfan II
ug/L
0.25
0.28
113
1-202
Endosulfan sulfate
uglL
0.25
0.29
117
26-144
Endrin
uglL
0.25
0.26
106
30-147
Endrin aldehyde
ug/L
0.25
0.29
116
50-150
gamma-BHC (Lindane)
ug/L
0.25
0.25
102
32-140
gamma -Chlordane
ug/L
0.25
0.27
110
45-140
Heptachlor
ug/L
0.25
0.26
104
34-140
Heptachlor epoxide
ug/L
0.25
0.26
104
37-142
Decachlarobiphenyl (S)
%
108
10-130
Tetrachloro-m-xylene (S)
%
100
10-130
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Qualifiers
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.
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QUALITY CONTROL DATA
Project: Stormwater-SD3
Pace Project No.: 92428221
QC Batch: 473815 Analysis Method: EPA 625.1
QC Batch Method: EPA625.1 Analysis Description: 625 MSS
Associated Lab Samples: 92428221001
METHOD BLANK: 2569190
Associated Lab Samples: 92428221001
Parameter
Units
Matrix: Water
Blank Reporting
Result Limit
Analyzed
1,2,4-Tdchlorobenzene
ug1L
ND
5.0
05108/1911:20
2,2'-Oxybis(1-chloropropane)
ug1L
ND
5.0
0510811911:20
2,4,6-Trichlorophenol
ug/L
ND
10.0
0510811911:20
2,4-Dichlorophenol
ug/L
ND
5.0
05108/1911:20
2,4-Dimethylphenol
ug/L
ND
10.0
05/08/19 11:20
2,4-Dinitrophenol
uglL
ND
50.0
05/08/19 11:20
2,4-Dinitrotoluene
ug/L
ND
5.0
05/0811911:20
2,6-Dinitrotoluene
ug1L
ND
5.0
05/0811911:20
2-Chloronaphthalene
ug/L
ND
5.0
0510811911:20
2-Chlorophenol
ug/L
ND
5.0
05/08/19 11:20
2-Nitrophenol
uglL
ND
5.0
05108/1911:20
3,3'-Dichlorobenzidine
ug1L
ND
25.0
05/08/19 11:20
4,6-Dinitro-2-methylphenol
ug1L
ND
20.0
05/08/19 11:20
4-Bromophenylphenyl ether
ug/L
ND
5.0
05/08/19 11:20
4-Chloro-3-methylphenol
ug1L
ND
5.0
05/08/19 11:20
4-Chlorophenylphenyl ether
uglL
ND
5.0
05/08/19 11:20
4-Nitrophenol
ug/L
ND
50.0
05/08/19 11:20
Acenaphthene
ugll-
ND
5.0
05/08/19 11:20
Acenaphthylene
ug/L
ND
5.0
05/0811911:20
Anthracene
ug1L
ND
5.0
05/08/19 11:20
Benzo(a)anthracene
ug/L
ND
5.0
05/08/19 11:20
Benzo(a)pyrene
ug/L
ND
5.0
05/08/19 11:20
Benzo(b)fluoranthene
ug/L
ND
5.0
05/08/19 11:20
Benzo(g,h,i)peryiene
ug/L
ND
5.0
05/0811911:20
Benzo(k)fluoranthene
uglL
ND
5.0
05/08/19 11:20
bis(2-Chloroethoxy)methane
ug/L
ND
10.0
05/0811911:20
bis(2-Chloroethyi) ether
ug1L
ND
5.0
05/08/19 11:20
bis(2-Ethylhexyl)phthalate
ug/L
ND
5.0
05/0811911:20
Butylbenzylphthalate
ug/L
ND
5.0
05/08/19 11:20
Chrysene
ug/L
ND
5.0
05/0811911:20
Di-n-butyiphthalate
ug/L
ND
5.0
05108/1911:20
Di-n-octylphthalate
ug/L
ND
5.0
05108/1911:20
Dibenz(a,h)anthracene
ug/L
ND
5.0
0510811911:20
Diethylphtha late
ug1L
ND
5.0
05/08/19 11:20
Dimethylphthalate
ug/L
ND
5.0
05/08/19 11:20
Fluoranthene
ug/L
ND
5.0
0510811911:20
Fluorene
ug1L
ND
5.0
05/08/19 11:20
Hexachloro-1,3-butadiene
ug/L
ND
5.0
05/0811911:20
Hexachlorobenzene
ug/L
NO
5.0
05/08/19 11:20
Hexachlorocyclopentadiene
ug/L
ND
10.0
05/08/19 11:20
Hexachloroetharle
ug/L
NO
5.0
05/08/19 11:20
Qualifiers
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28604
[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.
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QUALITY CONTROL DATA
Project Stormwater-SD3
Pace Project No.: 92428221
METHOD BLANK: 2569190
Associated Lab Samples: 92428221001
Parameter
Units
Matrix: Water
Blank Reporting
Result Limit
Analyzed Qualifiers
Indeno(1,2,3-cd)pyrene
ug/L
ND
5.0
05/08/19 11:20
Isophorone
ug1L
ND
10.0
05/08/19 11:20
N-Nitroso-di-n-propylamine
ug/L
ND
5.0
05/08/19 11:20
N-Nitrosodimethylamine
ug1L
ND
5.0
05108/1911:20
N-Nitrosodiphenylamine
ugIL
NO
10.0
0510811911:20
Naphthalene
ug/L
ND
5.0
05108/1911:20
Nitrobenzene
ug/L
ND
5.0
05/08/19 11:20
Pentachlorophenol
ug/L
ND
10.0
05/08/19 11:20
Phenanthrene
ug/L
ND
5.0
0510811911:20
Phenol
ug/L
ND
5.0
05/08/19 11:20
Pyrene
ugJL
ND
5.0
0510811911:20
2,4,6-Tribromophenol (S)
%
15
10-137
05/08/19 11:20
2-Fluorobiphenyl (S)
%
56
15-120
05/08/19 11:20
2-Fluorophenol (S)
%
26
10-120
05/08/19 11:20
Nitrobenzene-d5 (S)
%
60
10-120
05/08/19 11:20
Phenol-d6 (S)
%
21
10-120
05/08/19 11:20
Terphenyl-d14 (S)
%
64
11-131
05/08/19 11:20
Pace Analytical Services, LLC
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LABORATORY CONTROL SAMPLE:
Parameter
2569191
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,2,4-Tdchlorobenzene
ugIL
50
25.7
51
44-142
2,2'-Oxybis(1-chloropropane)
ugIL
50
43.6
87
36-166
2,4,6-Tdchlorophenol
ug/L
50
9AJ
19
37-144 L2
2,4-Dichlorophenol
ug]L
50
25.9
52
39-135
2,4-Dimethylphenol
ugIL
50
42.3
85
32-120
2,4-Dinitrophenol
ug1L
250
NO
1
1-191
2,4-Dinitrotoluene
ug/L
50
40.3
81
39-139
2,6-Dinitrotoluene
ug1L
50
43.4
87
50-158
2-Chloronaphthalene
ug/L
50
41.2
82
60-120
2-Chlorophenol
ugIL
50
33.2
66
23-134
2-Nitrophenol
ug1L
50
25.8
52'
29-181
3,3'-Dichlorobenzidine
ug/L
100
83.9
84
1-262
4,6-Dinitro-2-methyl phenol
ug/L
100
5.7J
6
1-181
4-Bromophenylphenyl ether
ug/L
50
35.4
71
53-127
4-Chloro-3-methylphenol
ug/L
100
73.8
74
22-147
4-Chlorophenylphenyl ether
ug/L
50
37.4
75
25-158
4-Nitrophenol
ug/L
250
4.3J
2
1-132
Acenaphthene
ug/L
50
44.8
90
47-145
Acenaphthyiene
ug/L
50
46.4
93
33-145
Anthracene
ug/L
50
43.4
87
27-133
Benzo(a)anthracene
ug/L
50
45.8
92
33-143
Benzo(a)pyrene
ug/L
50
48.4
97
17-163
Benzo(b)fluoranthene
ug/L
50
50.4
101
24-159
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
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QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Stormwater-SD3
Pace Project No.: 92428221
LABORATORY CONTROL SAMPLE:
2569191
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Benzo(g,h,i)perylene
ug1L
50
50.3
101
1-219
Benzo(k)fluoranthene
ug1L
50
47.3
95
11-162
bis(2-Chloroethoxy)methane
ug1L
50
38.8
78
33-184
bis(2-Chloroethyl) ether
ug1L
50
38.1
76
12-158
bis(2-Ethylhexyl)phthalate
uglL
50
39.7
79
8-158
Butyl be nzylphtha late
uglL
50
43.0
86
1-152
Chrysene
uglL
50
42,9
86
17-168
Di-n-butylphthalate
uglL
50
39.6
79
1-120
Di-n-octylphthalate
ug1L
50
47.5
95
4-146
Dibenz(a,h)anthracene
ug1L
50
50.2
100
1-227
Di ethyl phtha late
ug/L
50
44.8
90
1-120
Dimethylphthalate
uglL
50
42,6
85
1-120
Fluoranthene
uglL
50
44.0
88
26-137
Fluorene
ug1L
50
43.0
86
59-121
Hexachloro-1,3-butadiene
ug1L
50
21.5
43
24-120
Hexachlorobenzene
ug1L
50
35.4
71
1-152
Hexachlorocyclopentadiene
uglL
50
20.8
42
25-150
Hexachloroethane
ug1L
50
23.1
46
40-120
Indeno(1,2,3-cd)pyre ne
uglL
50
51.9
104
1-171
lsophorone
ug1L
50
40.8
82
21-196
N-Nitroso-di-n-propylamine
ug1L
50
39.1
78
1-230
N-Nitrosodimethylamine
ug1L
50
26.0
52
25-150
N-Nitrosodiphenylamine
ug/L
50
38.4
77
25-150
Naphthalene
ug1L
50
40.0
80
21-133
Nitrobenzene
ug/L
50
38.7
77
35-180
Pentachlorophenol
ug1L
100
6.91
7
14-176 L2
Phenanthrene
ug1L
50
43.4
87
54-120
Phenol
ug/L
50
18.9
38
5-120
Pyrene
ug/L
50
38.3
77
52-120
2,4,6-Tribromophenol (S)
%
35
10-137
2-Fluorobiphenyl (S)
%
78
15-120
2-Fluorophenol (S)
%
36
10-120
Nitrobenzene-dS (S)
%
81
10-120
Phenol-d6 (S)
%
34
10-120
Te rphenyi-d 14 (S)
%
69
11-131
Results presented an 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
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QUALITY CONTROL DATA
Pate Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
(B28)254-7176
Project: Stormwater-SD3
Pace Project No.: 92428221
QC Batch: 474261
Analysis Method:
SM 254OD-2011
QC Batch Method: SM 254OD-2011
Analysis Description:
2540D Total Suspended Solids
Associated Lab Samples: 92428221001
METHOD BLANK: 2571146
Matrix:
Water
Associated Lab Samples: 92428221001
Blank
Reporting
Parameter
Units
Result
Limit Analyzed Qualifiers
Total Suspended Solids
mg/L
ND
2.5 05/09/19 11:50
LABORATORY CONTROL SAMPLE: 2571147
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Total Suspended Solids
mg/L
250
240 96 90-110
SAMPLE DUPLICATE: 2571148
92428015001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg/L
1430
1380 4
SAMPLE DUPLICATE: 2571149
92428016001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Total Suspended Solids
mg/L
5700
5700 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
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QUALITY CONTROL DATA
Project: Stormwater-SD3
Pace Project No.: 92428221
QC Batch: 474918 Analysis Method: EPA420A Rev 1.0 1993
QC Batch Method: EPA420.4 Rev 1,0 1993 Analysis Description: 420.4 Phenolics
Associated Lab Samples: 92428221001
METHOD BLANK: 2574455
Associated Lab Samples: 92428221001
Parameter Units
Phenol mglL
LABORATORY CONTROL SAMPLE: 2574456
Parameter Units
Phenol mglL
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.020 05/15/19 07:27
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
0.05 0.048 97 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2574457 2574458
MS MSD
92428228002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phenol mg/L 0.022 0.05 0.05 0.069 0.070 94 96 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2574459 2574460
MS MSD
92428239005 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phenol mglL ND 0.05 0.05 0.046 0.046 93 92 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
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QUALIFIERS
Project: Stormwater-SD3
Pace Project No.: 92428221
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,
Pace Analytical Services, LLC
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[phone]
POI. - 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 its recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenyla mine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
L2 Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated
samples may be biased low.
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QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Pace Project No.:
Stormwater-SD3
92428221
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Balch
92428221001
SD3
EPA 1664B
474454
92428221001
SD3
EPA 608.3
473994
EPA 608.3
475186
92428221001
SD3
EPA 200.7 Rev 4.4 1994
475592
EPA 2003 Rev 4.4 1994
475858
92428221001
SD3
EPA625.1
473815
EPA625.1
474035
92428221001
SD3
EPA624.1
474329
92428221001
SD3
SM 254OD-2011
474261
92428221001
SD3
EPA420.4 Rev 1.0 1993
474918
EPA 420.4 Rev 1.0 1993
475098
Date: 05/20/2019 12:07 PM
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unit f Q*2A 2JQ7 / 1
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Chain -of -Custody is a LEGAL DOCUMENT • Complete all relevent fields
wv a I f %Y C1m� -X use V Q= dill-dS
ON USE lAB er or It
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Company:
Billing Information:
Address:. j/j , t j� n
"�i
Container Preservative Type *"
Lab Project Manager:
Report To; D L s � �
j f� �l�.l f/��,�
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Samples in Holding Time X N ttA_
Residual Chlorine Present Y N xA
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Matrix codes (Insert in Matrix box below(: Drinking Water (OW), Ground Water (GW), Wastewater {WW],79
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DOCurnent Name:
Condition Upon Rec
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Document Kevwsea: reorudry r, cuiu
Page 1 of 2
Issuing Authority:
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, Coliform, TOC, Oil and Grease, DRO/BOLS (water) 00(C UHg
"Bottom half of box is to list number of bottle
Project Wo : 92428221
W CD1 Due Date: 05/21/19
CLIENT: 93-MoogComp
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Note: whenever there is a discrepancy affecting North Carolina compilance samples, a copy of this form will to sent to the North Carolina DEHNR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Page 24 of 24

.. ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
" WILLIAM E. VINSON, JR
Energy, Mineral
and Land Resources 1„terin: Director
ENVIRONMENTAL QUAUTY
August 7, 2018
Moog Inc.
Attention: Michael McLean
1995 NC Highway 141
Murphy, North Carolina 28906
Subject: Compliance Evaluation Inspection
Permit: NCG030605
Cherokee County, North Carolina
Dear Mr. McLean:
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection I conducted at
the subject facility on August 2, 2018.
The report should be self-explanatory; however, should you have any questions concerning this report,
please do not hesitate to contact me at [phone] or by email at [e-mail].
Enclosure: Inspection Report
W
d, CEPSCI, MS CECI
Environmental Specialist
Land Quality Section
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
2090 US 70 EUghway I Sivannanoa, NC 28778-8211
828 296 4500 T

Compliance Inspection Report
Permit: NGG030605 Effective: 11/16/17 Expiration: 10/31/18 Owner: Moog Inc
SOC: Effective: Expiration: Facility: Moog, Inc.
1995 Highway 141
County: Cherokee
Region: Asheville Murphy NC 28906
Contact Person: Michael McLean Title: Environmental and Safety Engineer Phone: [phone] Ext.3506
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 0810212018 Entry Time: 02:OOPM Exit Time: 03:OOPM
Primary Inspector: Isaiah L Reed !shone: 828-296-4614
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Metal Fabrication Stormwater Discharge CDC
Facility Status: IS Compliant ❑ Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page: 1

Permit: NCG030605 Owner - Facility: Moog Inc
Inspection Date: 0810212018 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On August 2, 2018 this facility was inspected for compliance. I met with Michael McLean on site. During the inspection, no
issues were observed. After reviewing previous reports, it should be noted by the permitee that the current benchmarks for
Copper, Lead, and Zinc in the permit associated with the facility are -
Copper: 0.007 mg1L
Lead: 0.030 mg/L
Zinc: 0.067 mg/L
If you have any questions, please call this office at 828-296-4614
Page: 2

Permit: NCGO30605 Owner - Facility: Moog Inc
Inspection Date: 081021201B Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan '
yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
®❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
® ❑ ❑
# floes 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?
N ❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
®❑ ❑ ❑
# Does the Plan include a SMP summary?
EM ❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
51 ❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
IS El ❑ ❑
# 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 Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ®❑ ❑ ❑
Comment:
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ®❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ®❑ ❑ ❑
Comment:
Permit and Outfalls Yes No NA NE
# 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? 10 ❑ ❑ ❑
Comment:
Page: 3

Compliance Inspection Report
Permit: NCGNE0687 Effective: 04/20/10 Expiration: Owner: Omnisource LLC
SOC: Effective: Expiration: Facility: OmniSource SE- Asheville Facility
County: Buncombe 339 Old Lyman St
Region: Asheville
Asheville NC 28$16
Contact Person: James Winegar Title: Phone: [phone] Ext.275
Directions to Facility:
system Classifications:
Primary ORO:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 08101/2018
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Certification:
Phone:
Entry Time: 11:50AM Exit Time: 12:OOPM
Phone: [phone]
Reason for inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Stormwater Discharge, No Exposure Certificate
Facility Status: E] Compliant Not Compliant
Question Areas:
Miscellaneous Questions ® Misc
(See attachment summary)
Page: 1

Permit: NCGNE0687 Owner - Facility:Omnisource LLC
Inspection Date: 08101/2018 Inspection type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On August 1, 2018 this facility was visited for an inspection. After confiring with James Winegar over the phone, it is
confirmed that the facility is under new ownership. The certification holder is directed to submit a rescission request for the
facility. Mr. Winegar indicated that such would be submitted as soon as possible.
Please contact this office with any further questions.
828-296-4614
Page: 2

Permit: NCGNE0687 Owner - Facility:flmnisourceLLC
Inspection Date: OBIOV2018 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Misc Yes No NA NE
Is the facility compliant? ❑ ❑ 0 ❑
Comment:
Page: 3

Facility Name:
KI
Permit#:
b30 5
Time in/out:
Date:
;1,3�
5tormwater Pollution Prevention Plan
Does the site have a SWPPP?
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 Pian 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 5tormwater Facility Inspection Program?
Has the Stormwater Pollution Prevention Plan been implemented?
-omments
:Has the facility conducted its Qualitative monitoring semi-annually?
omments
ti
knalytical Monitoring
Energy. Mineral
and Land Resources
EN VIRONMCNTAL QUALITY
Yes No NA
d ■ �
o ■ �
o ■ ■
a ■ �
In�ll
NE
Yes No NA NE
_[❑ _ -❑ ❑
Yes No NA NE
'Has the facility conducted its Analytical monitoring? _ _ _ ❑ .❑ ❑
Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
Comments &1jr p/-- Tex'
Permit and Outfalls Yes / No NA NE
GIs a copy of the Permit and the Certificate of Coverage available at this 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?
~omments and Others Present:
I

Compliance Inspection Report
Permit: NCG030605 Effective: 11/16/17 Expiration: 10/31/18 Owner: Moog Inc
SOC: Effective: Expiration: Facility: Moog, Inc.
County: Cherokee 1995 Highway 141
Region: Asheville
Murphy NC 28906
Contact Person: Michael McLean
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 08/0212018
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Title: Environmental and Safety Engineer Phone: [phone] Ext.3506
Certification:
Phone:
Entry Time: 02:OOPM Exit Time: 03:00PM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Metal Fabrication Stormwater Discharge COG
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
Storm water
(See attachment summary)
Page: 1

Permit: NCGO30605 Owner - Facility; Moo9Inc
Inspection Date: 08102/2018 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On August 2, 2018 this facility was inspected for compliance. I met with Michael McLean on site. During the inspection, no
issues were observed. After reviewing previous reports, it should be noted by the permitee that the current benchmarks for
Copper, Lead, and Zinc in the permit associated with the facility are -
Copper: 0.007 mglL
Lead: 0.030 mglL
Zinc: 0.067 mg1L
If you have any questions, please call this office at 828-296-4614
Page: 2

Permit: NCG030605 Owner - Facility: Mocg Inc
Inspection Date: 08102/2018 Inspection Type : Compliance Evaluation
Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No NA NE
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?
E
❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
■
❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
■
❑ ❑ ❑
# Does the Plan include a BMP summary?
0
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
0
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
IN
❑ ❑ ❑
# Does the facility provide and document Employee Training?
®
❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
0
❑ ❑ ❑
# Is the Plan reviewed and updated annually?
■
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
0
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
®
❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ® ❑ ❑ ❑
Comment:
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? 0 ❑ ❑ ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑
# Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ® ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ® ❑ ❑ ❑
Comment:
Page: 3

,P.- g1151�7
ALTID-r*WA
�rrr
NC®ENR
N-- C--- DEw.ntnenr or
EXV1—EN7— NnNr+..� Resour+e-
Division of Energy, Mineral & Land Resources
,Land Quality Section/Stormwater Permitting
National Pollutant Discharge Elimination System
PERMIT NAME/OWNERSHIP CHANGE FORM
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Please enter the permit number for which the change is requested.
NPDES Permit (or) Certificate of Coverage
N G S' 10 1 1 1 1 1 1 1 N G G 0 13 10 6 0 5
Permit status Rrior to requested change.
a. Permit issued to (company name): Moog Components Group
b. Person legally responsible for permit: Michael J McLean
First MI Last
Environmental/Safety Engineer
Title
G xID 1995 NC Hwy 141
Permit Holder Mailing Address
TV Murphy NC 28906
City State Zip
(p�� L { 828 ) 837-5115 x3506 { )
Phone Fax
C. i a Iihity name (discharge): Moog Components Group
d. Facility address: 1995 NC Hwy 141
Address
Murphy NC 28906
City State Zip
e. Facility contact person: Michael J. McLean { 828 ) 837-5115 x3506
First / M1 1 Last Phone
equested change (revised permit).
❑ Change in ownership of the facility
® Name change of the facility or owner
f. Facility contact person:
Moog, Inc.
Terry Martin
First Ml Last
Plant Manaaer
Title
1995 NC Hwy 141
Permit Holder Mailing Address
Murphy NC 28906
City
State
Zip
( 828 ) 837-5115 x3511 [e-mail]
Phone
F-mail Address
Moog, Inc.
1995 NC Hwy 141
Address
Murphy
NC
28906
City
State
"Zip
Michael
J
McLean
First , Nil Last
( 828 ) 837-5115 x3506 [e-mail]
Phone E-mail Address
IV. Permit contact information (if different from the person legally responsible for the permit)
ReNsed Jan. 27, 2014

t
NPDES PERMIT NAME/OWNERSHIP CHANGE FORM
Page 2 of 2
Permit contact:
Michael J McLean
First Ml Last
Environmental/Safety Engineer
Title
1995 NC Hwy 141
Mailing Address
Murphy NC 28906
City State Zip
{ 828 ) 837-5115 x3506 MMcLean(aD_moog.com
Phone E-mail Address
V. Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
® Yes
❑ No (please explain)
VI Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
® This completed application is required for both name change and/or ownership change
requests.
, r,
❑ Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
......................................................................................................................
The certifications below must be completed and signed by both the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a name change request, the signed
Applicant's Certification is sufficient.
PERMITTEE CERTIFICATION (Permit holder prior to ownership change):
1, , attest that this application for a name/ownership change has been reviewed and is -accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incomplete.
Signature
Date
APPLICANT CERTIFICATION
4A.'I NrcZthat this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incomplete.
_-me, 6 //(, /20/7
Signature Date
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
Division of Energy, Mineral and Land Resources
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Revised Jan, 27, 2014

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O b
m
b
a b
E E
E
E
E
b
E E
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4
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acility: nnf 320 (l VAC_.
Date: /� 5
_ocation Address: CC J nG
COC#:
-ontact Name: d ��
Phone #: (-Z" fir �� / s
:ontact Mailing Address:
County:
)irections:
Routine Compliance Inspection
Rescission Request
Complaint Investigation
Other - Explain:
A
Storm Water Pollution Prevention Plan
Yes
No
N/A
Comments
1
is a copy of the permit and the Certificate of Coverage available
at the site?
,
z
cep
2
Is a copy of the signed and certified SWPPP at the facility?
3
_
Does the Plan include a "Narrative Description of Practices"?
4
Does the plan include a general location (USGS) map?
5
Does the plan include a detailed site map including.outfall
locations and drainage areas?
6
Does the plan include a Spill Prevention and Response Plan?
(SPRP)
7
Does the plan include a Preventative Maintenance and Good
Housekeeping Plan?
f
8
Does the plan include a Stormwater Facility Inspection Program?
f
9
Does the Plan include a BMP Summary?
10
Does the plan include a list of Responsible Party(s)?
11
Has the SWPPP been implemented?
B
Monitoring and Records
Yes
No
N/A
1
Does the plan include a list of significant spills occurring during
the past 3 years?
2
Does the facility provide and document employee training?
3
Has the facility conducted its Qualitative Monitoring? (semi-
annual)
4
Has the facility conducted its Analytical Monitoring? (s-a)
5
Is the facility meeting all permit specified benchmark goals?
b
Is the facility following the tiered response?
Z/
7
Has the facility conducted its Analytical Monitoring from vehicle
Maintenance areas?
C
Waste Management
Yes
No
N/A
1
Does the facility provide all necessary secondary containment?
2
Are current BMPs in material storage areas adequate?
��

3 Are appropriate spill containment and cleanup materials kept on -
site and in convenient locations?
D Outfalls Yes I No N/A
1 Were all outfalls observed during the inspection? r/
2 If the facility has representative outfall status, is it properly
documented by the Division?
3 Has the facility evaluated all illicit (non stormwater) discharges?
E ISector specific questions Yes No N/A
1
2
3
4
5
Comments
��x-c� �,•�� � L.-�2�.Q. �'.� �-c'..�.<x.o..� ��+•—-�..,.� Lin-, � CJ c,�C. S;
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Permit: NCG030605 owner - Facility; Moog Components Group
inspection Date: 01/1512015 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
0
❑ ❑ ❑
# 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?
i
Cl ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
E
❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
0
❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
i
❑ ❑ ❑
# 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?
0
❑ ❑ ❑
# 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?
N
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
E
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
0
❑ ❑ ❑
Comment: Excellent report writing and report contents.
qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? N ❑ ❑ ❑
Comment: Facility has done an excellent fob of qualitative monitoring and recording.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ 0 ❑
Comment: Facility has been exceeding benchmark values of 0.007 for Cu, with values of 0.007-0,009,
Permit and Outfalls Yes No NA NE
# 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? ❑ ❑ N ❑
Comment:
Page: 3

Compliance Inspection Report
Permit: NCG030605 Effective: 11/01/12 Expiration: 10/31/17 Owner: Moog Components Group
SOC: Effactive: Expiration: Facility: Moog Components Group
County: Cherokee 1995 Highway 141
Region: Asheville
Murphy NC 26906
Contact Person: Matthew Tomczyk Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 01/15/2015
Primary Inspector: Darlene J Kucken
Secondary Inspector(s):
Certification: Phone:
Entry Time: 01:OOPM Exit Time: 03:OOPM
Phone:
Reason for Inspection: Routine Inspection Type: Compliance Evatuation
Permit Inspection Type: Metal Fabrication Stormwater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCGO30605 Owner - Facility: Moog Components Group
Inspection Date: 01/1512015 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
1. Reporting and activities associated with stormwater monitoring are well documented. The facility, inside and outside, is
very clean. The SWPPP is in excellent condition and all reporting requirements are met.
2. The facility has been under Tier Two benchmark monitoring for Copper at SD-02. Several attempts have been made to
address these minor benchmark exceedances, yet the Cu benchmark of 0.007 mg/L continues to be exceeded with values
of 0.007 - 0.009 mg/L. The facility is currently using a Filterexx pillow at the stormwater inlet in the parking lot just above
the monitoring point, as well as Metalsorb.
3. Upon inspection, there are no apparent contributions of Cu from the facility. Some construction activities are taking
place in the parking lot draining to SD-02, but the contractors are taking great care to clean and maintain the lot.
4. Based on this site inspection and discussion during the inspection, we support dropping the monitoring of SD-01 for the
primary reason that this outfall drains only the employee parking lot, flow from the lot goes through a wide grassed area,
and the nearest water source is not visibly close to the outfall. In addition, we support providing relief from the Tier Two
monitoring at SD-02. The Triennial Review recently wrapped up with a new standard for copper, and there is a revised
benchmark based on that new standard and different translation calculation. The new Cu benchmark of 0.010 mg/1 will be
implemented in new permits for copper.
Page: 2

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
February 3, 2015
NOTICE OF INSPECTION
MOOG Components Group, Inc.
ATTN-. Matthew Tomczyk, EHS Specialist
1995 NC Hwy 141
Murphy, NC 28906-6864
SUBJECT: NPDES Stormwater Permit: Request for Regulatory Relief
MOOG Components Group, Inc.
General Permit No: NCG030000; COC No: NCG030605
Cherokee County
Dear Mr. Tomczyk:
In response to your request for Regulatory Relief, NCDENR-Land Quality Section staff conducted a
site inspection on January 15, 2015. The primary goal of the inspection was to evaluate the drainage
to SD-02 and to insure that there are no illicit discharges at your facility. At the time of this inspection
the facility was found to be in compliance with permit NCG030605 and no illicit discharges were
discovered.
Monthly monitoring was triggered by two consecutive exceedances of the copper benchmark at your
facility. Please keep in mind that benchmark exceedances are NOT limit violations or violations of
permit conditions; however, you are obligated to follow the tiered response actions outlined in your
permit. MOOG Components Group, Inc. has been following the tiered response actions and therefore
is in compliance with the permit.
Based on your materials inventory and certification that industrial activities at MOOG Components
Group,.lnc. pose little to no potential for release of copper into stormwater, we are granting regulatory
relief from Tier 2 monitoring. Upon receipt of this letter, MOOG Components Group, Inc. may resume
the permit specified semiannual analytical monitoring for the remainder of your current permit. Your
current permit is set to expire on October 31, 2017. This decision only applies to the copper
benchmark. A benchmark exceedance of any other parameter listed In your permit will trigger
tiered response actions as described In the general permit.
You must notify this office in writing, within five business days, if you become aware of any significant
source of copper at your facility that has the potential to be exposed to stormwater. The relief granted
in this letter is contingent upon the current industrial practices at MOOG Components Group, Inc. If
industrial practices change and copper does become a significant stormwater exposure risk, then this
office reserves the right to withdraw this decision and reinstate the permit specified tiered response or
other actions that may be warranted by the new set of circumstances.
Division of Energy, Mineral, and Land Resources - Land Quality Section
Asheville Regional Office, 2090 US Highway 70, Swannanoa, North Carolina, 28778-8211.
Telephone [phone] Fax [phone] One
htLp:/ipgrtal.ncdenr.org/web/ir/ N Caro a
An Equal Opportunlly 1 Affirmative Ad lon Employer..
f/%�/r

Notice of Inspection
NCG030605
MOOG Components Group, Inc.
Page 2 of 2
In addition, as noted in your compliance inspection report, we have determined that you are granted
relief from monitoring at SD-01 because this outfall drains only the employee parking lot and is not
connected to any process or storage areas. Note that the inspection report is attached for your
review.
Please retain and append'this letter to your Stormwater Pollution Prevention'Plan (SPPP) or permit. If
you have any questions or comments concerning this letter, please contact Darlene Kucken or me at
[phone].
Sincerely,
�aurabert, PE
Regional Engineer
Enclosure (Inspection Report)
ec: Bethany Georgoulias, RCO
Andrew Alexander — BILE ([e-mail])

Moog Components Group Inc., Murphy Operations
1995 NC Hwy 141, Murphy, North Carolina 28906-6864
Telephone: [phone] • www.moogxom
KA(D®(�D
September 8, 2014
Ms. Laura Herbert, PE
NCDENR —Division of Energy, Mineral and Land Resources
Stormwater Permitting Program
2090 U.S. Highway 70
Swannanoa, NC 28778
Dear Ms. Herbert,
Received
SEP 15 2014
.and Quality Sectlon
Asheville
Per our NPDES Stormwater Permit Certificate of Coverage No. NCG030605, the intent of this letter is to
inform you of Tier Three benchmark exceedance for copper at our stormwater discharge location SD-02.
Our facility exceeded the benchmark value in regards to copper for the fourth time as of our last
sampling event on 7/28/14. Below is a table showing the analytical results showing the four benchmark
value exceedances for copper at stormwater discharge SD-02:
Outfall No.
Date Sample
Collected
24-hour rainfall
amount inches
Copper
Benchmarks
-
-
0.007 mg/L
SD-02
6/5/2013
0.8
0
11/17/2013
0.6
0.008
4/7/2014
2.5
0.008
5/14/2014
0.65
0
6/24/2014
0.3
0.036
7/28/2014
0.2
0.008
Since the first Tier One exceedance for copper on 11/17/14, we cleaned up some loose metal shavings
around our scrap trailer, fixed and installed vent hoods and drip pans on two emission points and
increased the frequency of cleaning near our waste bead blast material storage drum. The first Tier Two
exceedance for copper was received when our facility was conducting our first semi-annual stormwater
sampling event on 4/7/14. After researching options for corrective actions with residual copper in
stormwater, I found some information on implementing the use of oyster shells to help remove
dissolved copper from stormwater runoff. Our facility implemented the use of oyster shells in a couple
locations before the stormwater discharge SD-02 on 5/12/14.
The next sampling event took place on 5/14/14 and the copper benchmark was achieved since we
received as result of 0.0 mg/L. However, we incurred the "second" Tier Two exceedance for the copper
benchmark on 6/24/14 with a result of 0.036 mg/L. During this specific time period, we had a vast

Moog Components Group Inc., Murphy Operations
1995 NC Hwy 141, Murphy, North Carolina 28906-6864
Telephone:[phone] • www.moog,com
construction effort underway near the stormwater discharge location SD-02 in regards to installing
equipment and underground piping for the new reinjection system for the environmental remediation
system at our facility. The corrective actions that our facility implemented were to remove any loose
sediment from the immediate area and new gravel/rock was applied throughout the immediate area
also. In further researching more corrective actions to eliminate residual copper from stormwater
runoff, I found two separate products that our facility could implement into use. The first product is
called "Metalsorb" which is a high capacity sponge product that captures and retains dissolved metals.
The second product is called "Filterexx Filter Pillow with Metaloxx" which is an organic compost/mulch
filler that removes metals and suspended solids. Our facility implemented the use of these two
products at stormwater discharge SD-02 once we procured them on 8/11/14.
On 7/28/14, our sampling effort at stormwater discharge location SD-02 indicated that we once again
were over the benchmark exceedance for copper with a sample result of 0.008 mg/L. I conducted
another site walkthrough and the only other possible cause that I could identify is a galvanized roof
within the immediate area that could be contributing to the residual copper at stormwater discharge
location SD-02. Our facility is going to continue the use of the "Metalsorb" and the "Filterexx" products
and continue the practice of monthly sampling efforts at SD-02 until we receive further instruction from
your department.
If you require any further information, please let me know and I will be supportive in providing you with
the additional information requested by your department.
Regards,
Matthew Tomczyk
EHS Specialist =
Office: (828) 837-S115 ext 5W
Mobile: [phone]
[e-mail]

Matthew Tomczyk
Moog Components Group
1995 NC HWY 141
Murphy, NC 28906
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1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
December 4, 2012
Matthew Tomczyk
Moog Components Group
1995 Hwy 141
Murphy, NC 28906
Dee Freeman
Secretary
Subject: NPDES Stormwater Permit Coverage Renewal
Moog Components Group
CDC Number NCG030605
Cherokee County
Dear Permittee:
In response to your renewal application for continued coverage under stormwater General Permit NCG030000
the Division of Water Quality (DWQ) is forwarding herewith the reissued General Permit. This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated October
15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A new Certificate of Coverage (COG)
• A copy of General Permit NCG030000
• A copy of the Technical Bulletin for the General Permit
• Two copies of the Discharge Monitoring Report (DMR) Form
• Two copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater, and it specifies your obligations for discharge
controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself
with all the changes in the reissued permit. Your facility has six (6) months from the time of receipt of the
permit to update your current SPPP to reflect all new permit requirements.
The first sample period of your permit begins January 1, 2013. Your facility must sample a "measureable
storm event" beginning during the periods beginning January 1 and July 1 of every year (or, if applicable,
report "No Flow," as outlined in Part 111, Section E). Also, please note that Tier 3 Actions in Part II of your
permit are triggered by benchmark exceedances on four occasions beginning on the effective date of this
permit and do not count prior exceedances.
The more significant changes in the General Permit since your last CDC was issued are noted either in the
Draft Permit Fact Sheet that accompanied the public notice (http:,Uportal.ncdenr.org/web/wq/ws/su/­current
notices), or in the Response to Comments/ Summary of Changes and Technical Bulletin documents that are
posted on the Stormwater Permitting Unit's website with the new General Permit. Please visit
http://portal.ncdenr.org/web/wq/ws/su/npdessw (click on 'General Permits' tab) to review that information
for your specific General Permit carefully.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phr no: 91 M07-63001 FAX 9' 9-807-6492
Internet: www.ncwaterguality.w
Ant -iWl Oppc tunity 1 Affirmative Ac a, Empir yer
olte
North('ai-olina
;Vatf tra.14,fJ

Matthew Tomczyk
December 4, 2012
Page 2 of 2
Some of the changes include:
Part II:
• Section A: The Stormwater Pollution Prevention Plan (SPPP) section, if applicable, has been updated
to the most current language of our permits. Additional conditions for specific industry sectors have
been added to the SPPP requirements in some cases.
• Sections B, C: Failure to perform analytical stormwater monitoring may result in the Division requiring
that the permittee begin a monthly sampling scheme.
• Sections B, C: A lower TSS benchmark of 50 mg/I for HQW, ORW, PNA and Tr Waters applies to these
more sensitive waters.
• Sections 8, C: The monitoring parameter Oil & Grease (O&G) has been replaced by the parameter
Total Petroleum Hydrocarbons (TPH) for vehicle maintenance areas, and in some cases, other
analytical monitoring requirements.
• Sections B, C, D: Inability to sample due to adverse weather must be recorded in the SPPP, or in
separate on -site records if your General Permit does not require an SPPP. Adverse weather is defined
in the "Definitions" section of the permit.
• Sections B, C. The term "Representative Storm Event" has been replaced by "Measurable Storm
Event." A measurable storm event is defined in the permit.
• Section D: If the permittee fails to respond effectively to problems identified by qualitative
monitoring, DWQ may require the permittee to perform corrective action.
Please review Parts III and IV to understand the Standard Conditions of your new NPDES General Permit,
including Compliance and Liability, Reporting, Monitoring and Records requirements; Operation and
Maintenance obligations; and Definitions. Please note that all samples analyzed in accordance with the terms
of this permit must be submitted to the Division on Discharge Monitoring Report (DMR) forms available on
the Stormwater Permitting Unit's website above. DMR forms must be delivered to the Division no later than
30 days from the date the facility receives the sampling results from the laboratory. Also note that existing
permittees do not need to submit a renewal request prior to expiration unless directed by the Division.
Your coverage under the General Permit is transferable only through the specific action of DWQ. This permit
does not affect the legal requirements to obtain other permits which may be required by DENR, nor does it
relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law,
rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit
package, please contact the Division's Stormwater Permitting Unit at [phone].
Sincerely,
for Charles Wakild, P.E,
cc: DWQ Central Files
Stormwater Permitting Unit Files
Asheville Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE No. NCG030605
STORM WATER
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Moog Components Group
is hereby authorized to discharge stormwater from a facility located at:
Moog Components Group
1995 Highway 141
Murphy
Cherokee County
to receiving waters designated as Slow Creek, a class C waterbody in the Hiwassee River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set
forth in Parts I, II, 111, and IV of General Permit No. NCG030000 as attached.
This certificate of coverage shall become effective December 4, 2012,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 4th day of December, 2012.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Aja
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 29, 2011
Mr. Darel La Perriere
Moog Inc.
1995 Highway 141
Murphy, NC 28906
Subject. General Permit No. NCG030000
Moog Inc.
Moog Components Group
COC NCG030605
Cherokee County
Dear Mr. La Perriere:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on March 31, 2011, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources,
Coastal Area Management Act or any other federal or local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Jennifer Jones at
telephone number [phone]
Sincerely,
ORIGI &SIG�NEED Bl
for Cn H: Sullins
cc: Asheville Regional Office, Roger Edwards
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch One
1617 Mail Service Center, Ralegh, North Carolina 27699-1617 NorthCaroiina
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 �%�ur�"�
Internet: ivuvw.rcwaterquality.org

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCGO30000
CERTIFICATE OF COVERAGE No. NCGO30605
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Moog Inc.
is hereby authorized to discharge stormwater from a facility located at:
Moog Components Group
1995 Highway 141
Murphy
Cherokee County
to receiving waters designated as Slow Creek, a class C water in the Hiwasee River Basin, in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, IIL IV, V, and VI of General Permit No. NCG030000 as attached.
This certificate of coverage shall become effective April 29, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 29, 2011.
ORIGINALSIGNED B)
for Coleen H. lins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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NCG030605
N
W E
S.
Map Scale 1:19,200
Moog Components Group, Inc.
Murphy, NC
Latitude: 350 05' 41" N
Longitude: 831 56' 48" W
County: Cherokee
Receiving Stream: Slow Creek
Stream Class: C
Sub -basin: 04-05-02 (Hiwasee River Basin)
!l�c�.�OW i�i.;r�1•rt
Facility Location

Jones, Jennifer
From:
.cones, Jennifer
Sent:
Tuesday, April 26, 2011 10:59 AM
To:
Barnett, Kevin
Cc:
Edwards, Roger; Lowther, Brian; Jones, Jennifer
Subject:
RE: NCG030605 - Moog Components
Hi Kevin,
I will go ahead and issue the permit for Moog then. We've rescinded their NCGNE applications.
Thanks Kevin!
Jen
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: jennifer [e-mail]
Website: http://portal.ncdenr.org/web/wq/ws/su
**E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third
parties.**
From: Barnett, Kevin
Sent: Friday, April 15, 2011 11:21 AM
To: Jones, Jennifer
Cc:' Edwards, Roger
Subject: FW: NCG030605 - Moog Components
Hi Jennifer:
I went out and checked on this facility a coupla weeks back. They do Qualify for the NE, but if they want to keep the
NCG, that is fine. The ARO has no issues with them keeping the NCG.
Best regards,
Kevin
" IF YOU INSTALL UNNATURAL GRADE CONTROL, THE STREAM WILL ATTEMPT TO TAKE IT OUT" David Derrick
Kevin Barnett - Kevin. Barnett@ncdenr-gov
North Carolina Dept. of Environment and Natural Resources

Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Edwards, Roger
Sent: Thursday, April 14, 2011 7:45 PM
To: Barnett, Kevin
Subject: ,FW: NCG030605 - Moog Components
Kevin,
Please review the e-mail below and attachment, respond to Jennifer appropriately. If there are any issues please let me
know.
Thanks,
Roger Edwards - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
From: Jones, Jennifer
Sent: Thursday, April 14, 2011 5:12 PM
To: Edwards, Roger
Cc: Jones, Jennifer
Subject: NCG030605 - Moog Components
Dear Roger,
We've received an NOI from Moog Components Group (Moog Inc?). for their facility in Murphy (Cherokee County) for
coverage of their metal stamping and processing facility under NCG03 (metal finishing permit). The site discharges
stormwater into Slow Creek (C). The NOI is attached.
They had an application for an NCGNE (NCGNE0756 and NCGNE0768 ?) But they decided that they actually wanted a
permit instead — or their corporate office did.
Does the Asheville Regional Office have any concerns about issuing this facility a COC for this general permit? if we
don't receive any objections, we'll issue the COC in 30 days.

MaCDG
April 15, 2011
RE: Notice Of Intent
Certified Mail
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Ms. Jones:
Moog Components Group Inc., Murphy Operations
1995 NC Hwy 141, Murphy, North Carolina 28906-6864
Telephone: [phone] • www.moog.com
APR 2 5 2011
DENR • WATER QUALITY
WET ANDS AND STORWATER WW CH
Enclosed please find an amended Notice Of Intent application to discharge under General Permit
NCG030000, for our facility located at 1995 Highway 141in the Peachtree Community.
I have made the ownership change on page 1 that we discussed this morning. If you require
more information, I can be reached at the number listed below.
Sincerely,
Darel La erriere
EH& S Specialist
(828) 837-51 15 Ext, 229
Enclosures: I I I

A&74
NCDENR
Np(fTi C4ROLIN4 W'.V�I MEAT C.F
�NRONa�EM 4Vo %i Qj/i.� RE3Pl1RCE$
NOTICE OF INTENT
Division of Water Quality / Surface Water
Protection Section
National Pollutant Discharge Elimination System
NCG030000
FOR AGENCY USE ONLY
Date Received
Year Month Day
Certificate of Cove rape
Check # Amount
Permit Asslened to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG030000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) 335 Rolling, Drawing, and Extruding of Nonferrous Metals
SIC 3398 Metal Heat Treating
SIC 34 Fabricated Metal Products
SIC 35 Industrial and Commercial Machinery
SIC 36 Electronic and Other Electrical Equipment
SIC 37 Transportation Equipment
SIC 38 Measuring, Analyzing, and Controlling Instruments
1 %( For questions, please contact the DWO Regional Office for your area. See page 4.
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name Moog Inc.
Street Address 1995 Highway 141
City Murphy
Telephone No. [phone] —
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Email
State N.C._ ZIP Code 28906
Fax:
Moog Components Group
Darel La Perriere
1995 Highway 141
Murphy State N.C. ZIP Code 28906
Cherokee
[phone] Fax:
—[e-mail]
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From the intersection of Hwy. 74 & NC 141, proceed
south approximately 6 miles. Moog Components is on the right. See attached map.
(A copy of a county map or USGS quad sheet with the facility clearly located must be submitted with this application.)
4) Latitude35 degrees, 8 minutes N Longitude -- 83 degrees, 55 minutes W (deg, min, sec)
Pagel of 4
SWU-218-071408
Last revised 7/14/08

Division of Water Quality / Surface Water
Protection Section
RCDENKNational
Pollutant Discharge Elimination System
�%�,� GROI.IM1A DCPaR1MET OF
E,."Ro-»cxT w,+o rrouR.u. Rc�vunccs
NCG030000
NOTICE OF INTENT
Fnx AGENCY USE:O\Ll'
Date Received
j L,iC
Month
Certificate of Covert ge
-3 01blo5
Check n I Amount
r,2?,835 1 too.
Permit Assigned to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG030000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) 335 Rolling, Drawing, and Extruding of Nonferrous Metals
SIC 3398 Metal Heat Treating 0 ��20162
SIC 34 Fabricated Metal Products
SIC 35 Industrial and Commercial Machinery
SIC 36 Electronic and Other Electrical Equipment MAR 3 Y 2011
SIC 37 Transportation Equipment
SIC 38 Measuring, Analyzing, and Controlling Instruments 1DUENR-WATEHQUAuTY
ORMNTER BRANCH
W(t For questions, please contact the DWO Regional Office for your area. See page 4.
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
Moog Components Group
1995 Highway 141
Murphy
[phone]
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Em ail
Moog Components Group
Darel La Perriere
1995 Highway 141
Murphy
Cherokee
(828) 837-51 15
_DLaperriere@ moog.com_
3) Physical Location Information:
State N.C. ZIP Code 28906
Fax:
State N.C. ZIP Code 28906
Fax:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From the intersection of Hwy. 74 & NC 141, proceed
south approximately 6 miles. Moog Components is on the right. See attached map.
(A copy of a county map or USGS quad sheet with the facility clearly located must be submitted with this application.)
4) Latitude_35 degrees, 8 minutes N Longitude _- 83 degrees, 55 minutes W (deg, min, sec)
Page 1 of 4
SWU-218-071408 � Last revised 7114/08

NCG030000 N.O.I.
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
X Existing
6) Standard Industrial Classification:
Provide the 4-digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility.
SIC Code: 3679
7) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility: The facility designs and manufactures fractional horsepower electric motors, resolvers,
solenoids, and blowers. This involves machining, metal processing, stamping, welding, and electro-
mechanical assembly.
8) Discharge points I Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 3
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Slow Creek
Receiving water classification: C
Is this a 303(d) listed stream? —No- Has a TMDL been approved for this watershed? —No
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
9) Does this facility have any other NPDES permits?
X No
Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permit)?
X No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
No
X Yes (Show any structural BMPs on the site diagram.)
If yes, please briefly describe: We have a retention pond, that was constructed in 2007 when a new building
was constructed. See storm water outfall #3 on accompanying aerial map.
12) Does this facility have a Stormwater Pollution Prevention Plan?
No
X Yes
If yes, when was it implemented? March 1, 2011
13) Are vehicle maintenance activities occurring at this facility?
Page 2 of 4
5WU-218-071408 Last revised 7/14/08

NCG030000 N.O.I.
X No ❑ Yes
14) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
❑ No X Yes
d) Is hazardous waste stored in the 100-year flood plain?
❑ No X Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste: D001, D002, D006, D007, D008, D011, D018, D035, F003, F005, F019
How is material stored: In closed, compatible metal & plastic drums
Where is material stored: In a concrete block building with secondary containment
How many disposal shipments per year: 4
Name of transport / disposal vendor: Clean Harbors Inc.
Vendor address: 2027 Independence Parkway South, La Porte,
15) Certification:
North Carolina General Statute 143-215.613 (i) provides that:
TX. 77571
Any person who knowingly makes any false statement, representation, or certification in any application, record, report,
plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under this Article or rules of the Commission implementing this Article shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed ten thousand dollars (S10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Terry Martin
Title: General Manager — Murphy Operations _
31l¢,111
(Signature of Applicant) (Date Signed)
This Notice of Intent must be accompanied by a check or money order for $100.00, made payable to:
NCDENR
Page 3of4
SWU-218-071408 Last revised 7/14108

NCG030000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
X Check for $100 made payable to NCDENR.
X This completed application and all supporting documents.
X A site diagram showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwafer outfalls
corresponding to the drainage areas, (d) runoff conveyance features, (e) areas where materials are stored,
(f) impervious areas, (g) site property lines.
X Copy of county map or USGS quad sheet with the location of the facility clearly marked on the map.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee coverage under the General Permit.
For questions, please contact the DWQ Regional Office for your area.
DWO Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office
... [phone]
Mooresville Office
... [phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office ... [phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 4 of 4
SWU-218-071408 Last revised 7/14/08

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M(DaG
March 28, 2011
RE: Notice Of Intent
Certified Mail
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, N.C. 27699-1617
To Whom It May Concern:
Moog Components Group Inc., Murphy Operations
1995 NC Hwy 141, Murphy, North Carolina 28906-6864
Telephone:[phone] • www.moog.com
U12@120FRO
MAR 3 Y 201,
DENR - WATER QUALITY
WFTt1�WDsMD STORARWATER BRANCH
Enclosed please find a Notice Of Intent application to discharge under General Permit
NCG030000, for our facility located at 1995 Highway 141in the Peachtree Community.
On January 12, 2011, we submitted an application for a No Exposure Certificate to Ms. Jennifer
Jones at the Division of Water Quality. However, since that submittal, our parent company has
decided that we should apply for discharge under a general stormwater permit instead.
If you require more information, I can be reached at the number listed below.
Sine ely,
Dare] La Perriere
EH& S Specialist
[phone] Ext. 229
Enclosures: I'll

Ilk

Moog Components Group Inc., Murphy Operations
1995 NC Hwy 141, Murphy, North Carolina 28906-6864
Telephone:[phone] • www.moog.com
MQQ�
Legend for Site Aerial View
1— Stormwater outfall
2 — Stormwater outfall
3 — Stormwater retention pond w/ outfall
5 — Material storage area
6- Material storage area
7 —Material storage area
8 — Hazardous waste storage building
9- Storage shed
10 — Storage shed

Moog Conlponents Group Inc., Murphy Operations
1995 NC Hwy 141, Murphy, North Carolina 28906-6864
Telephone:[phone] • www.moog.com
MOOD
14d)
Our hazardous waste is stored in a building within the 100 year flood plain.
This structure is approximately 2,500 sq.ft. in size and is constructed of concrete
block on a concrete slab. The building has secondary containment for our waste.
All the wastes stored in this structure are contained in closed metal or plastic
drums, and only 30-40 drums are stored at one time, and then they are shipped off -
site every 90 days.

Outfall #1, Intermittent Stream
❑■
�e
a
Stormwater Catch
Basin
r 0 u all #2, Storm
C —�— Drain
c _,

0