NCG030572_MONITORING INFO_20141223

NORTH CAROLINA
1�
Department of Environmental Quai

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IV
DOC TYPE
❑HISTORICAL FILE
MONITORING REPORTS
DOC DATE
❑ C) a�
YYYYMMDD

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted: December 2, 2014
CERTIFICATE OF COVERAGE NO. NCG030572 SAMPLE COLLECTION YEAR: 2014
FACILITY NAME: Continental Automotive Facility RECEIVED
PERIOD [] Jan -June ® July -Dec
COUNTY: Henderson or ❑ Monthly' PERSON COLLECTING SAMPLES. Rodney Clark -AMEC DEC 2 3 2014 DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
LABORATORY: Environmental Science Corporation Lab Cert. # ENV 375 []Zero -flow ❑Water Supply ❑SA
Comments on sample collection or analysis: utNTRAL FILES ®Other C (McDowell Creek)DWR SECTION
Part A: Stormwater Benchmarks and Monitoring Results
❑ No discharge this period?'
Outfall No.
Date Sample
Collected'
(mo/dd/yr]
24-hour
rainfall
amount,
lnches3
Total Suspended Solids
PH,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
Organics
Benchmarks
-
100 m L or 40-�
6.0 — 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
OF-1,_W,_,
10/3/14
0.44
26
6.93
0.0058
<0.0050
0.11
<5.3
NA
OF-4
10/3/14
0.44
41
6.10
0.0025
<0.0050
<0.050
<5.4
NA
a Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
2 For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
5 Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture
electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA
Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing use the definition as found in 40 CFR 433.11; for semiconductor
manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Permit Date; 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 1 of 3

Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO' monitoring
may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General
Permit. For those facilities electing to employ the TTQ monitoring waiver, the discharger shall sign the following certification statement:
"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total toxic organics
(TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the Stormwater or areas which are exposed to rainfall or
stormwater runoff has occurred since filing the last discharge monitoring report_ I further certify that this facility is implementing the all the provisions of the
solvent management plan included in the Stormwater Pollution PreverAion Plan."
�sC e -Sar
Name (`Print name)
l
Title
(Signatu ) (Date)
Note: Results must be reported in numerical format. Do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reported in the format, "<XX mg/L", where XX is the numerical value of the detection
limit, reporting limit, etc. in mg/L.
Note: !f you report a sample value in excess of the benchmark, you must implement Tier I, Tier 2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gall of new oil per month.
❑ No discharge this period?'
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks __>
_
-
15 mg/L
100 mg/L or 50 mg/L*
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
' See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 2 of 3

Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART Il SECTION 13.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS_ SEE PERMIT PART 11 SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ® NOEI
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ® NO ❑
REGIONAL OFFICE CONTACT NAME: Laura Herbert
Mail an original and one copy of this DMR, including all "No Discharge" reports _within 30 days of receipt of the lob_ results (or at end of monitoring period
in the case o f"No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am aware that there re sig i cant penalties for submitting false information, including the possibility of Ines and imprisonment for knowing violations.
(Signatur of Permittee) (Date)
Permit Date: 11/l/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 3 of 3

amee
December 2, 2014
Ms. Lisa Foster -Morrow, CET
Environmental, Safety and Health Administrator
Continental Automotive Systems
One Quality Way
Fletcher, North Carolina 28732
Subject: Report of Stormwater Discharge Sampling and Analysis
Continental Automotive Systems
Fletcher, North Carolina
AMEC Project 6252-14-0123
Dear Ms. Foster -Morrow:
AMEC Environment & Infrastructure, Inc. (AMEC) is pleased to submit this letter report of
stormwater discharge sampling and analysis for the Continental Automotive Systems facility
located at One Quality Way in Fletcher, North Carolina. This sampling was performed to comply
with the requirements contained in the General Permit for Stormwater Discharge (Permit
NCG030000 effective November 1, 2012, and expires October 31, 2017) issued by the North
Carolina Department of Environment and Natural Resources (NCDENR). The Continental
Automotive Systems certificate of coverage under this permit is NCG030572.
Six stormwater outfalls are located at the site, as shown on the attached Figure 1. The outfalls
discharge indirectly into an unnamed tributary of McDowell Creek prior to McDowell Creek's
confluence with the French Broad River. According to NCDENR's water quality classification of
the French Broad River basin, McDowell Creek and the adjacent portion of the French Broad
River are not currently classified as the following sensitive receiving waters: Outstanding
Resource Waters, High Quality Waters, Primary Nursery Areas and Trout Waters. Therefore,
the more protective benchmark value listed in the General Permit for total suspended solids
(50mg/L) does not apply to stormwater discharges at the site — the applicable benchmark value
for total suspended solids is 100mg/L. A rain gauge is present at the site approximately six feet
above ground in an open area at a distance of at least twice the height of surrounding
structures, and the nearby Asheville Regional Airport maintains a weather station which records
precipitation. AMEC personnel were onsite to perform stormwater sampling during a
Correspondence:
AMEC Environment & Infrastructure, Inc.
1308 Patton Avenue
Asheville, North Carolina 28806
Tel [phone]

Continental Automotive Systems - Stormwater Discharge Sampling and Analysis December 2, 2014
AMEC Project 6252-14-0123
measureable storm event on October 3, 2014. The storm event occurred between
approximately 9:00 AM and 1:00 PM on October 3, 2014. Total rainfall for this intermittent event
was 0.44 inches as measured at the Asheville Regional Airport gauging station which is
approximately one mile northeast of the site. AMEC personnel measured 0.39 inches of total
rainfall for the event in the onsite rain gauge at the completion of stormwater sampling.
Measureable rainfall was not recorded during the 72 hours prior to the measureable storm
event.
Within 30 minutes of constant, measurable discharge during the measurable storm event, the
pH of the stormwater was measured with a calibrated pH meter and stormwater samples were
collected from representative stormwater outfalls OF-i and OF-4. The samples were packed in
an ice -chilled cooler and delivered with chain -of -custody via overnight courier to Environmental
Science Corporation in Mt. Juliet, Tennessee (a North Carolina -accredited laboratory) for
analysis of total lead and total zinc according to EPA Method 6010, total copper according to
EPA Method 6020, total suspended solids (TSS) according to Standard Method 2540D and
non -polar oil and grease according to EPA Method 1664A with silica -gel treatment and hexane
extraction.
Laboratory results are recorded on the attached NCDENR Semi -Annual Stormwater Discharge
Monitoring Report. The laboratory report is also attached. Field analysis of the stormwater
samples indicated the pH values for outfalls OF-1 and OF-4 were within the NCDENR
benchmark range. Laboratory results indicate zinc was detected at a concentration that exceeds
the NCDENR benchmark value at outfall OF-1, but not detected above the laboratory reporting
limit from the outfall OF-4 sample. Laboratory results indicate concentrations of total suspended
solids, non -polar oil and grease, lead and copper, if detected, are below NCDENR benchmark
values in outfalls OF-1 and OF-4.
As described in NCDENR's Relief from Monthly Stormwater Sampling letter, dated September
19, 2014, NCDENR granted temporary regulatory relief from the tiered responses previously
required by exceedances of copper and zinc above NCDENR benchmarks for the duration of
current permit period, which expires October 31, 2017. The concentration of zinc detected in the
stormwater sample collected from outfall OF-1 is similar (e.g. same order of magnitude) to
concentrations detected in the last four consecutive stormwater samples collected from outfall
OF-1 during monthly sampling/tiered responses or semiannual sampling events. Based on
2

Continental Automotive Systems - Stormwater Discharge Sampling and Analysis December 2, 2014
AMEC Project 6252-14-0123
previous sampling results, the NCDENR's Relief from Monthly Stormwater Sampling letter, and
the current detected concentration of zinc in OE-1 sample, AMEC does not recommend
performing a Fier response or notifying NCDENR of the detected concentration of zinc at this
time. AMEC recommends continuing with semiannual monitoring, with the next semiannual
sampling event between January 1, 2015, and June 30, 2015.
We appreciate the opportunity to provide water resource services on this project. If you should
have any questions, or need additional information, please do not hesitate to contact us at (828)
252-8130.
i
Sincerely,
j AMEC Environment & Infrastructure, Inc.
Key M. C ark, L.G. atthew E. Wallace, P.E.
Staff Geologist for �, Principal Engineer
with permissi n
RMCIMEW:rmc
I Attachments: Figure 1: Stormwater Site Plan
I Laboratory Analytical Report and Chain -of -Custody
NCDENR Semi -Annual Stormwater Discharge Monitoring Report
I
i
3

Outfall #5
i •�� >
Outfall *4
Approx. New Paved Driveway
Stonnwatar
%
Detention on
ApprOX. New Paved Pariuna
Outfall *3
1
Addition
! q
4
Building
-
3 ti
OuWatl *2
ROOF GRAINS TO
1 w
OUTFALL #3
��'��
ti�
o
Outfall e6
(Drop inlet)
Outfall #1
LEGEND
Estimated Flow Direction
Sed;mentTrap
Drop Inlet
Underground Conduit
Stormwater Pond
- - Sub -Catchments
Building
Building Addition
New Pavement
Estimated Location of Site Boundary
Fest
0
150 300 WD
Contour lntervaL 1 fl
9STORMWATER
SITE PLAN
ame
Continental Henderson Plant
One Quality Way
Environment & Infrastructure, Inc.
Fletcher, North Carolina
Drawn by TEA
FIGURE: 1
Date 02/05/2014
Checked by MEW
pate: 02/05/2014
Project No. 6252-14-0123

OESC
i
12065 Lebanon Rd.
Mt. Ouliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Report Summary
Thursday October 09, 2014
Report Number: L725702
Samples Received: 10/04/14
Client Project: 6252-14-0123
Description: Continental Automotive
The analytical results in this report are based upon information supplied
by you, the client, and are for your exclusive use. If you have any
questions regarding this data package, please do not hesitate to call.
Entire Report Reviewed By:
#44-
Jim4Hunt , ESC Representative
Laboratory Certification Numbers
A2LA - 1461--01, AIHA - 100789, AL - 40660, CA - 01157CA, CT - PH-0197,
FL - E87487, GA - 923, IN - C-TN-0i, KY - 90010, KYUST - 0016,
NC - ENV375/DW21704/BI0041, ND - R-140. NJ - TN002, NJ NELAP - TN002,
SC - 84004, TN - 2006, VA - 460132, WV - 233, AZ - 0612,
MN - 047-999-395, NY - 11742, WI - 998093910, NV - TN000032011-1,
TX - T104704245-11-3, OK - 9915, PA - 68-02979, IA Lab #364, EPA - TNO02
Accreditation is only applicable to the test methods Specified on each scope of accreditation held
by ESC Lab Sciences.
This report may not be reproduced, except in full, without written approval from ESC Lab Sciences.
Where applicable, sampling conducted by ESC is performed per guidance provided
in laboratory standard operating procedures: 060302, 060303, and 060304,
Page 1 of 6

OESC
I
REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Date Received October 04, 2014
Description Continental Automotive
Sample ID OF-1
Collected By Rodney Clark
Collection Date 10/03/14 10:55
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-081.4289
Est. 1970
October 09,2014
ESC Sample # : L725702-01
Site ID FLETCHER, NC
Project # 6252-14-0123
Parameter
Result
Det, Limit
Units
Method
Date
Dil,
Suspended Solids
26000
2500
ug/l
2540 D-201
1C/09/14
1
TPH - Oil & Grease
BDL
5300
ug/1
1664A
10/08/14
1
Copper
5.8
2.0
ug/1
6020
10/08/14
1
Lead
BDL
5.0
ug/1
6010C
10/08/14
1
zinc
110
50.
ug/1
6010C
10/08/14
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 10/09/14 10:39 Printed: 10/09/14 10:40
Page 2 of 6

OESC
I
REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(615} 758-5858
1-000-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est, 1970
October 09,2014
ESC Sample # : L725702-02
Date Received
October 04, 2014
Description
Continental Automotive
Site
TD
FLETCHER, NC
Sample ID
OF-4
Project #
6252-14-0123
Collected By
Rodney Clark
Collection Date
10/03/14 11:40
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
Suspended Solids
41000
2500
ug/1
2540 D-201 10/09/14
1
TPH - Oil & Grease
BDL
5400
ug/l
1664A
10/08/14
1
Copper
2.5
2.0
ug/l
6020
10/08/14
1
Lead
BDL
5.0
ug/1
6010C
10/08/14
1
Zinc
BDL
50.
ug/1
6010C
10/08/14
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 10/09/14 10:39 Printed: 10/09/14 10:40
Page 3 of 6

12065 Lebanon Rd.
Mt. Juliet, TN 37122
*ESC
1615) 758-5858
1-800-767-5859
Fax [phone]
L•A•B 5•C•i H•N•C•E•S
Tax I.D. 62-0814289
Est. 1970
AMFC - Asheville, KC
Rodney Clark
1308-C Patton Avenue
Quality Assurance Report
Level II
Asheville, NC 28806
October 09, 2014
L725702
Laboratory Biank
Anaiyte
Result
units % Rec
Limit
Batch Date Analyzed
Lead
< .005
-
mg/1
_
WG746679 10/07/14 22:42
Zinc
< .05
mg/i
WG746879 10/07/14 22:42
Copper
< .002
mg/1_
WG747109 10/08/14 14:25
TPH - Oil a Grease
< 5
mg/l
WG147367 10/08/14 17:30
Suspended Solids
< 2.5
%1
WG747274 10/09/14 10:20
bu icate ;
Analyte
Units
Result_ Duplicate RPD
Limit
Ref Samp Batch
Suspended Solids
mg/1
86.5,• _ 875-_ 1.15
5
L725641-01 WG747274
Suspended Solids
mg/1
_ ._
183. 185. 1.09
5
1,725665-01 WG747274
Lahorat_ory Con_Er_o1 Sample
Anal t0
Units
Known Val Result
% Rec
Limit Batch
Lead
mg/1
1 1.D5
-
105.
BO-120 WG746879
zinc
mg/1
1 1.03
iD3.
80-120 WG746879
Copper
mg/1
,05 _ 0,0485
97.0
85-115 WG747109
TPH - 0i.1 & Grease
mg/1
20 - 16.8
84.0
78-114 WG747367
Suspended Solids
mg/1
773 �864.
112.
85-115 WG747274
Laboratory Control Sample_ Duplicate
Analyte
Units
Result Ref %Rec
Limit
RPD Limit Batch
Lead
mg/1
i.06 _ 1_05 - i06.
60-120
1.00 20 WG746879
Zinc
mg/1
1.04 1.03 104.
80-120
1.00 20 WG746879
Copper
mg/l
0.0554 0.6485 111.
85-115
13.0 20 WG747109
TPH - Oil & Grease
mg/1
17.3 16.8 86.0
78-114
2.83 18 wG747367
Suspended Solids
mg/1
840. 864. 109.
85-115
2.82 5 WG747274
Matrix Spike
Analyte
Units
MS Reg R8f Res TV % Rec
Limit
Ref Samp Batch
Lead
mg/1
1.07 0.0436 1 100.
75-125
L725132-01 WG746879
Matriz�Epike Dapllcate
Anal to
Units
MSD Ref %Rec Limit
RPD
Limit Ref Samp Batch
Lead
mg/1
1.09- ,i.07 _ 105. 75-125
2.00
20 L725132-01 WG746879
' Performance of this Anaiyte
is outside
of established criteria.
For additional information,
please see
Attachment A 'List of Analytes with QC Qualifiers.'
Page 4 of 6

OESC
I
AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Asheville, NC 28806
Quality Assurance Report
Level I1
L725702
Post She
Serial Dilution
Batch number /Run number / Sample number cross reference
WG746879r R2995857: L725702-D1
WG747109: R299607.8: L725702-01
WC747367: R2996138: L725702-01
WG747274: R2996275: L725702-01
Calculations are performed prior to rounding of reported values.
Performance of this Analyte is outside of established criteria.
For additional information, please see Attachment.A 'List of Analytes with QC Qualifiers.'
Page 5 of 6
12065 Lebanon Rd.
Mt. Juliet, .TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
October 09, 2014

OESC
I
AMEC - Asheville, NC
Rodney Clark
1306-C Patton Avenue
Asheville, NC 28806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
1615) 758-5858
1-800-767-5859
Fax [phone]
Tax I.D. 62-0014289
Est. 1970
Quality Assurance Report
Level II
October 09, 2014
L725702
The data package includes a summary of the analytic results of the quality
control samples required by the SW-846 or CWA methods. The quality control
samples include a method blank, a laboratory control sample, and the matrix
spike/matrix spike duplicate analysis. If a target parameter is outside
the method limits, every sample that is effected is flagged with the
appropriate qualifier in Appendix B of the analytic report.
Method Blank - an aliquot of reagent water carried through the
entire analytic process. The method blank results indicate if
any possible contamination exposure during the sample handling,
digestion or extraction process, and analysis. Concentrations of
target analytes above the reporting limit in the method blank are
qualified with the "B" qualifier.
Laboratory Control Sample - is a sample of known concentration
that is carried through the digestion/extraction and analysis
process. The percent recovery, expressed as a percentage of the
theoretical concentration, has statistical control limits
indicating that the analytic process is "in control". If a
target analyte is outside the control limits for the laboratory
control sample or any other control sample, the parameter is
flagged with a "J4" qualifier for all effected samples.
Matrix Spike and Matrix Spike Duplicate - i8 two aliquots of an
environmental sample that is spiked with known concentrations of
target analytes. The percent recovery of the target analytes
also has statistical control limits. If any recoveries that are
outside the method control limits, the sample that was selected
for matrix spike/matrix spike duplicate analysis is flagged with
either a "J5" or a "J6". The relative percent difference (%RPD)
between the matrix spike and the matrix spike duplicate
recoveries is all calculated. If the RPD is above the method
limit, the effected samples are flagged with a "J3" qualifier.
Page 6 of 6

Billing Information:
Analysis
J
Contalnee
J Pieserviove
J Chain aI cuuody • Ps6._ of _
AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
OESC:i
1308-C Patton Avenue
Asheville, NC 28806
Asheville, NC28806
L-A•B s-e•I•C.N-C-e-s
IZC65 Lebanon ad ❑
R
Report to:
Email To: [e-mail]
Rodney Clark
'
-
Phone: G1Y7S6SESr �
Phone: SW767.59ss
►a. 615 7Sa SE59 Q `
Project
Descriptlom Continental Automotive
CityJSzate �/ 1 j� r
Collected;/1S`s�0741 AC,-,
en
D
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t iient Project tr
Lab Project B
Phane:828-252.8130 -
625244-0123
LAWENGAN-6686081787
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f 1030
Fax: [phone]
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Collected by (print):
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Site/Facility 1D N f
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Acctnvrnl LAWENGAN
Oal& y,
FLE7C_HER, NC '
C012503238 �r f
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Tamplate:T54901
Collected turek-
QvshT (Lab MUST Be Notified)"
.-Date Results N-ded %
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Shipped vir: FedEX Ground
Sample ID
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Matrix: SS - Soil GW - Groundwater WW - Wastewater OW - Drinking Water OT - Other 1
emarks:TPHOGHEX = Non -polar oil & grease with silica gel treatment pH Temp
b 602p
Copper y Flow Other Hold q
Relinquished by; (Slgnaturel yt
Date:
Time:
Received by: (Signa-ure )
Sampl eturned via. ❑ UPS
LJ FedEx ❑ Courier D
Condition: (lab me onH)
Relinquished by: r
Date:
Time:
Received by: {Signature}
Bottles Received:
(Signature)
Temp:
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June 16, 2014
Ms. Lisa Foster -Morrow, CET
Environmental, Safety and Health Administrator
Continental Automotive Systems
One Quality Way
Fletcher, North Carolina 28732
RECEIVED
JUL 18 Z014
CENTRAL FILES
DWQIBOG
Subject: Report of Stormwater Discharge Sampling for May 2014, Summary of
Permit Activities, and Request for Regulatory Relief
Continental Automotive Systems
Fletcher, North Carolina
AMEC Project 6252-14-0123
Dear Ms. Foster -Morrow:
AMEC Environment & Infrastructure, Inc. (AMEC) is pleased to submit this letter report of
stormwater discharge sampling for May 2014 and a request for regulatory relief from
monthly stormwater sampling for the Continental Automotive Systems facility located at
One Quality Way in Fletcher, North Carolina. This documentation was prepared to comply
with the requirements contained in the General Permit for Stormwater Discharge (Permit
NCG030000 effective November 1, 2012, and expiring October 31, 2017) issued by the
North Carolina Department of Environment and Natural Resources (NCDENR). The
Continental Automotive Systems certificate of coverage under this permit is;NCG030572.
Background Information
Six stormwater outfalls are located at the site, as shown on the attached Figure 1, with
two outfalls (OF-1 and OF-4) designated as representative outfalls. A Tier Two response
has been implemented at outfall OF-1 at the facility, due to the detection of zinc above the
NCDENR benchmark value for two consecutive semi-annual sampling events in 2013,
The Tier Two response requires monthly monitoring for parameters at each outfall where
benchmark values for any monitored constituent have been exceeded for two consecutive
monitoring periods. OF-1 was not able to be sampled in January and February 2014, as a
measureable storm event producing a discharge at outfall OF-1 did not occur, as
documented in the Stormwater Discharge Monitoring Reports submitted to NCDENR for
Correspondence:
AMEC Environment & Infrastructure, Inc.
1308 Patton Avenue
Asheville, North Carolina 28806
Tel [phone]
Fax [phone]

Continental Automotive Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
these months. Sampling was performed at OF-1 in March and May of 2014, and sampling
was performed at OF-4 in April 2014.
In order to investigate potential sources of zinc and copper in the OF-1 drainage basin,
Continental Automotive Systems conducted additional sub -drainage basin stormwater
sampling, including collection of a sample of rainwater falling from the sky at the facility
during the April and May 2014 stormwater sampling events.
May 2014 Stormwater Sampling Activities
AMEC personnel were onsite to perform stormwater sampling during a measureable
storm event on May 14 and May 15, 2014. The storm event began at approximately 11:00
pm on May 14, 2014, and ended at approximately 7:00 am on May 15, 2014. Total rainfall
for this intermittent event was 1.87 inches, as measured at the Asheville Regional Airport
gauging station, which is approximately one mile northeast of the site. Measureable
rainfall was not recorded during the 72 hours prior to the measureable storm event.
Within 30 minutes of constant, measurable discharge during the storm event, the pH of
the stormwater was measured with a calibrated pH meter, and stormwater samples were
collected from representative stormwater outfall OF-1 and select sub -drainage basins
associated with outfall OF-1. Additionally, a background rainfall sample was collected.
Sub -drainage basin samples included stormwater collected at drop inlets, catch basins,
and roof discharges associated with OF-1 (OF-1 C, OF-1 D, and OF-1 Roof). The samples
were packed in an ice -chilled cooler and delivered with chain -of -custody via overnight
courier to Environmental Science Corporation (a North Carolina -accredited laboratory) in
Mt. Juliet, Tennessee, for analysis. Samples from OF-1 were submitted for analysis of
total lead and total zinc according to EPA Method 6010, total copper according to EPA
Method 6020, total suspended solids (TSS) according to Standard Method 2540D, and
non -polar oil and grease according to EPA Method 1664A with silica -gel treatment and
hexane extraction. Samples OF -IC, OF-1 D, OF-1 Roof, and the background rainfall
sample were submitted for analysis of zinc and copper.
Laboratory results for the sampling performed on May 14 and 15, 2014, are recorded on
the attached NCDENR Semi -Annual Stormwater Discharge Monitoring Report. The
laboratory report is also attached. Field analysis of the stormwater samples indicated that
2

Continental Automotive Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
pH values were within the NCDENR benchmark range. Laboratory results indicate the
concentrations of copper and zinc exceed their respective NCDENR benchmark values in
samples OF-1, OF-1C, and OF-11D, as shown in Table 1. The remaining monitored
parameters were below their respective NCDENR benchmark values.
Table 1: Stormwater Benchmarks and Monitoring Results for Outfall OF-1 and Sub -
Drainage Basin Sampling Locations Associated with Outfall OF-1
Sub -Drainage Basin
Sample
Copper
Concentration in mg/L
Zinc
Concentration in mg/L
,Benchmarks
0.007
0,067
OF-1
0.0080
0.11
1 ROOF
<0.0020
<0.030
1 C
0.010
0.14
1 D
0.0090
0.12
RAINFALL
0.0061
0.053
Bold results indicate concentrations above respective benchmark prepared by RMC May 28, 2014
checked by MEW May 28, 2014
Sample OF-1 Roof was collected at the point of stormwater discharge to ground surface
from the dunnage storage structure roof drain. Concentrations of both zinc and copper
were detected below their respective benchmark values and at concentrations below
those detected in the outfall OF-1 and associated sub -drainage basin samples.
Additionally, concentrations of zinc and copper detected in sample OF-1 Roof were below
those detected in the background rainwater sample; thus, the roof does not appear to be a
substantial source of zinc or copper detected in the stormwater samples.
The detection of concentrations of zinc above the NCDENR benchmark value in outfall
OF-1 for four consecutive reporting periods triggers a Tier Three response. Additionally,
AMEC recommends that the following list of requirements for a Tier Two response be
implemented at the facility in response to the detection of concentrations of copper above
the NCDENR benchmark value in OF-1 for three consecutive reporting periods. The
requirements for a Tier Two and Tier Three response are as follows:
3

Continental Automotive Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
1. Repeat all required actions outlined for a Tier One response, which include:
• Conduct a stormwater management inspection of the facility within two weeks
of receiving sampling results.
• Identify and evaluate possible causes of the benchmark value exceedance.
• Identify potential, and select the specific: source controls, operational controls,
or physical improvements to reduce concentrations of the parameters of
concern, or to bring concentrations to within the benchmark range.
• Implement the selected actions within two months of the inspection.
• Record each instance of a Tier One response in the Stormwater Pollution
Prevention Plan (SPPP). Include the date and value of the benchmark
exceedance, the inspection date, the personnel conducting the inspection, the
selected actions, and the date the selected actions were implemented.
2. Conduct all required actions outlined for a Tier Two response, which include:
• Conduct monthly monitoring at each outfall where a sampling result exceeded
the benchmark value for two consecutive samples (continue monthly
monitoring for all parameters at outfalls OF-1). Monthly (analytical and
qualitative) monitoring shall continue until three consecutive sample results are
below the benchmark values or within benchmark range.
• Submit a monthly monitoring report indicating "No Flow" if no discharge occurs
during the sampling period.
• Benchmark exceedances for a different parameter separately trigger a tiered
response.
• Maintain a record of the Tier Two response and monitoring results in the
SPPP.
3. The Division of Water Quality may require the following actions (but are not limited
to the following actions) for a Tier Three response, which include:
• Requiring that the permittee revise, increase, or decrease monitoring
frequency for some or all parameters;
• Rescinding coverage under the General Permit, and requiring that the
permittee apply for an individual stormwater discharge permit;
• Requiring the permittee to install structural stormwater controls;
• Requiring the permittee to implement other stormwater control measures;
• Requiring the permittee to perform upstream and downstream monitoring to
characterize impacts on receiving waters; or
• Requiring the permittee implement site modifications to qualify for the No
Exposure Exclusion.
AMEC Site Visit Observations
During a walkover of the property on May 9, 2014, AMEC personnel did not observe
significant exposure of stormwater to materials involved in industrial processes in the
4

Continental Automotive Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
outfall OF-1 drainage basin. A loading dock with covered dock doors is located on the
southern side of the building in the OF-1 drainage basin. New and recycled dunnage is
stored under roof in this area. Other materials associated with the industrial process at the
facility are not stored in this area. The ground surface in this area has recently been
stabilized/vegetated since completion of construction of the dunnage storage structure.
The roof drainage from the dunnage storage structure is discharged to the asphalt -paved
ground surface and drains through the outfall OF-1 stormwater system. The roof drainage
from the remaining southern portion of the building is not routed through outfall OF-1.
During construction of additions to the facility in late 2013 and early 2014, a stormwater
detention pond was constructed in the northern portion of the site. The detention pond is
equipped with a forebay to capture sediment. The operation of this detention pond will aid
in water quality parameters of water discharging to outfall OF-4. The pond will be
maintained and inspected to continue proper operation.
Review of Stormwater Activities
Ample stormwater samples have been collected at the facility over an appropriate period
of time to comply with the General Permit conditions. The concentrations of zinc detected
in the samples collected from OF-1 range from 0.11 milligrams per liter (mg/L) to 0.16
mg/L, and the concentrations of copper detected in the samples range from 0.008 mg/L to
0.012 mg/L. 'Background' concentrations of zinc and copper have been detected in the
rain falling from the sky prior to contact with the facility at 0.053 mg/L and 0.0061 mg/L,
respectively.
Monthly qualitative inspections and corrective actions have been made over the past year
to minimize potential exposure of stormwater to materials and structures at the facility. A
roll -up garage door at the chip handling area of the facility at the northwestern corner of
the building was installed to prevent potential debris release to the outside. Additionally,
the material storage area adjacent to the former oil/chemical storage area at the
southwestern portion of the facility was previously under roof and is now both under roof
and is enclosed, protecting the area from potential stormwater exposure from blowing
rain. New, enclosed waste compactors, which are attached to the building, were installed,
replacing existing compactors to more securely enclose waste. Roofing was also
5

Continental Automotive Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
incorporated in the design of the newly -constructed dunnage storage area to minimize the
potential of stormwater exposure to dunnage materials.
Continental Automotive Systems has initiated or implemented additional procedural
processes and corrective actions. Continental Automotive Systems has procured bids for
the rehabilitation/modification of the silt basin at outfall OF-1 and intends to implement
modifications to the silt basin in 2014, Additional erosionisedimentation control measures
have included the installation of erosion -control matting at the pavement's edge of the
truck turnaround at the northern side of the facility and the re-vegetation/stabilization of
the ground surface at the location of recently removed construction equipment and
storage facilities. Additional actions taken have included maintenance to facility air
scrubbers. Air scrubbers have been pressure -washed and cleaned, outfitted with new
packing media, and are being operated with increased frequency of particulate removal
under new operating and maintenance procedures as part of an ongoing preventive
maintenance program.
Tire wear has been reported to potentially be a contributing source of zinc to stormwater.
Due to topographic and site boundary constraints, modifying the footprint of paved
surfaces, particularly in the southern loading dock area within the OF-1 drainage basin, to
mitigate truck tire wear because of tight turning radii is not feasible. The trucks utilizing the
loading docks at the facility are not owned or operated by Continental. Facility forklifts do
not typically operate outside the facility as part of the facility operations.
Based on the June 8, 2010, NCDENR table, Estimated NC Stormwater Metals
Benchmarks Based on Proposed Dissolved Water Quality Standards, the calculated
revised stormwater benchmarks for zinc and copper are 0.126 mg/L and 0.0105 mglL,
respectively. Based on these proposed values, all but two of the zinc and copper
concentrations in outfall samples collected over the past year, as well as in many of the
sub -drainage basin samples, are below the proposed benchmarks. AMEC notes that the
proposed aquatic life water quality standards, upon which the benchmarks are based, are
developed assuming a TSS value of 10 mg/L. The allowable benchmark contained in the
General Permit for Stormwater Discharge is 100 mg/L (as applicable for this site with a
receiving water classification of C), Concentrations of TSS in the outfall discharge
samples have historically been detected between approximately 40 mg/L and 60 mg/L.
6

0
Continental Automotive Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
These higher TSS concentrations can potentially contribute to elevated total metals
concentrations in relation to the total metals benchmark values. These elevated total
metals concentrations do not necessarily correlate to elevated dissolved metals
concentrations, which more closely represent the fraction of a total metal which is toxic to
aquatic life and from which the benchmarks values are derived, but may indicate elevated
concentrations of bound metals occurring in soil particles.
Concentrations of zinc and copper in stormwater samples from representative outfalls OF-
1 and OF-4 during the past year are summarized in Table 2.
Table 2: Stormwater Monitoring Results for Outfalls OF-1 and OF-4
Date
Outfall Sample
Parameter
Benchmark
Result
12/5/2013
OF-4
Zinc
0.067
0.045
12/5/2013
OF-4
Copper
0.007
0.0096
12/1412013
OF-1
Zinc
0.067
0.16
12/14/2013
OF-1
Copper
0.007
0.0083
3/16/2014
OF-1
Zinc
0,067
0.12
3/16/2014
OF-1
Copper
0.007
0.012
4/14/2014
OF-4
Zinc
0.067
0.041
411412014
OF-4
Copper
0.007
0.0060
5/14/2014
OF-1
Zinc
0.067
0.11
5/14/2014
OF-1
Copper
0.007
0.0080
Note: concentrations are in milligrams per liter (mg/L).
tsoia results incicate concentrations anove respective oencnmarx. preparea oy: ter- June 3, 1014
checked by: MEW June 11, 2014
7

Continental Automotrve Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
Analytical results of the sub -drainage basin stormwater samples are presented in 'cable 3.
Table 3: Stormwater Monitoring Results for Sub -Drainage Basin Sampling
Locations Associated with Outfall OF-1
Date
Sub -Drainage
Basin Sample
Parameter
Benchmark
Result
4/14/2014
1 B
Zinc
0.067
0.055
4/14/2014
is
Copper
0.007
0,0071
4/14/2014
IC
Zinc
0.067
0.32
4/14/2014
1C
Copper
0.007
0.020
5/14/2014
1 Roof
Zinc
0.067
<0.030
5/1412014
1 Roof
Copper
0.007
<0.0020
5/14/2014
1 C
Zinc
0.067
0.14
5/14/2014
1 C
Copper
0.007
0.010
5/14/2014
1 D
Zinc
0.067
0.12
5/14/2014
1 D
Copper
0.007
0.0090
5/15/2014
Rainfall
Zinc
0.067
0.053
5/15/2014
Rainfall
Copper
0.007
0.0061
Note: concentrations are in milligrams per liter (mg/Q.
bola results indicate concentrations at)ove respective t)encnmarx preparea ny: tt_r- June :i, 1u14
that is applicable at the outfall checked by: MEW June 11, 2014
Conclusions and Recommendations
A review of the analytical results indicates background concentrations of zinc and copper
exist in the rain falling at the facility. The roofing covering the dunnage storage area at the
southern portion of the facility does not appear to be contributing to zinc and copper
concentrations in the OF-1 drainage basin. Zinc and copper concentrations were above
the current benchmark in runoff from the loading dock asphalt pavement in the southern
portion of the property (samples 1C and 1D); however, these sub -basin concentrations did
not appear to result in concentrations at the OF-1 discharge being above the proposed
zinc and copper benchmarks in recent OF-1 sampling.
8

Continental Automotive Systems - Stomnwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
Ample stormwater samples have been collected from the designated outfall discharge
locations, as well as from additional sub -drainage basins at the facility, to comply with the
General Permit conditions.
Continental has performed inspections and has modified and implemented additional
stormwater pollution prevention measures and procedures over the past year, including
design considerations for materials storage roofing/enclosures, stormwater detention,
erosion prevention/control, and maintenance procedures on air scrubbers. These
measures are described in this report, as well as previous reports. In addition, future
measures are proposed, such as maintenance of the historical silt basin at outfall OF-1
and inspection/maintenance of the recently completed stormwater detention pond to the
north of the facility in the outfall OF-4 drainage basin.
Based on observations and evaluation of the facility's operations, industrial processes at
the facility do not appear to impact stormwater by zinc and copper exposure.
AMEC recommends submitting this documentation of sampling and the attached Semi-
annual Stormwater Discharge Monitoring Report to NCDENR for their files,
Request for Regulatory Relief
On behalf of Continental Automotive Systems, AMEC requests a review for regulatory
relief and a reduction of the current Tier Two monthly monitoring frequency to a semi-
annual basis for zinc and copper. Semi-annual sampling and analysis for the full suite of
General Permit parameters will be performed and evaluated for the remaining duration of
the permit period, and tiered responses for benchmark exceedences of other parameters
will be completed, if necessary.
9

Continental Automotive Systems - Stormwater Discharge Sampling for May 2014 June 16, 2014
AMEC Project 6252-14-0123
We appreciate the opportunity to provide water resource services on this project. If you
should have any questions, or need additional information, please do not hesitate to
contact us at [phone].
Sincerely,
AMEC Environment & Infrastructure, Inc.
41le. Ferriss, EiT ;�R` L
Staff Engineer with permini.on
ELFIMEW:elf
afthew E. Wallace, P.E.
Principal Engineer
Attachments: Figure 1: Stormwater Site Plan
Analytical Laboratory Report and Chain -of -Custody
NCDENR Semi -Annual Stormwater Discharge Monitoring Report (also
used for transmitting monthly sampling results)
10

OESC
I
12065 Lebenon red_
X Juliet., TN 37122
[phone]
1-800-761-5859
Fax [phone]
Tax I.D. 62-0814269
Est. 1970
Rodney Clazrk
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Report Summary
Saturday May 24, 2014
Report Number: L699442
Samples Received: 05/16/14
Client Project: 6252-14-0123
Description: Continental Automotive
The analytical results in this report are based upon information supplied
by you, the client, and are for your exclusive use. If you have any
questions regarding this data package, please do not hesitate to call.
Entire Report Reviewed By:
#W4-
Jim4Hunt , ESC Representative
Laboratory Certification Nuinbers
A2LA - 1461-01, AIRA - 100789, AL - 40660, CA - 01157CA, CT - PH-0197,
FL - E87487, GA - 923, IN - C-TN-01, KY - 90010, KYUST - 0016,
NC - ENV375/DW21704/B10041, ND - R-140. NJ - TN002, NJ NELAP - TN002,
SC - 84004, TN - 2006, VA - 460132, WV - 233, AZ - 0612,
MN - 047-999-395, NY - 11742, WI - 998093910, NV - TN000032011-1,
TX - T104704245-11-3, OK - 9915, PA - 68-02979, IA Lab #364, EPA - TNO02
Accreditation is only applicable to the test methods specified on each scope of accreditation held
by ESC Lab Sciences.
This report may not be reproduced, except in full, without written approval from ESC Lab Sciences.
Where applicable, sampling conducted by ESC in performed par guidance provided
in laboratory standard operating procedures: 060302, 060303, and 060304.
Page 1 of 9

OESC
i
REPORT
OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Date Received May 16, 2014
Description Continental Automotive
Sample ID OF-1
Collected By Rodney Clark
Collection Date 05/14/14 11:45
Parameter
Result
Det. Limit
Units
Suspended Solids
18000
2500
ug/l
TPH - Oil s Grease
BDL
5600
ug/l
Copper
8.0
2.0
ug/l
Lead
BDL
5.0
ug/1
Zinc
110
30.
ug/1
12065 Lebar'On Rd.
ML. Juliet, TN 37122
)615) 758-585B
1-900-767-5859
Fax [phone]
Tax I.D_ 62-0814289
Est_ 1970
May 24,2014
ESC Sample #
Site ID :
Project #
L699442-01
6252-14-0123
Method
Date
Dil.
2540 D-201
05/19/14
1
1664A
05/20/14
1
6020
05/23/14
1
6010C
05121/I4
1
6010C
05/21/14
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit{POL}
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 05/24/14 13:12 Printed: 05/24/14 13:12
Page 2 of 9

REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28306
12065 LeUal,on Rd.
Mt. Juliet, TO 37122
(6151 758-5858
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814284
Est. 1970
May 24,2014
ESC Sample # : L699442-02
Date Received May 16, 2014
Description Continental Automotive
Site ID
Sample ID 1C
Project N 6252-14-0123
Collected by Rodney Clark
Collection Date 05/14/14 11:33
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
Copper
10.
2.0
ug/l
6020
05/23/14
1
Zinc
140
30.
ug/l
5010C
05/21/14
1
BDL - Below Detection Limit
Dot. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 05/24/14 13:12 Printed; 05/24/14 13:12
Page 3 01 9

*ESC
r
REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 20806
12065 Lebanon Rd.
ML. Juliet, TN 37122
16151 759-5958
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est, 197❑
May 24,2014
ESC Sample # : L699442-03
Date Received May 16, 2014
Description Continental Automotive
Site ID
Sample ID 1D
Project # 6252-14-0123
Collected By Rodney Clark
Collection Date 05/14/14 11:40
Parameter
Result
Det. Limit
units
Method
Date Dil.
Copper
9.0
2.0
ug/l
6020
05/23/34 1
Zinc
120
30.
ug/1
6010C
05/21/14 1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL}
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 05/24/14 13:12 Printed: 05/24/14 13:12
Page 4 of 9

OESCL•A•B "�•Ci••N•C•E•9
REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
12065 Lebanon Hd.
Mt. Juliet, TN 31122
1615) 758-5658
1-800-767-5859
Fax [phone]
Tax 1,D. 62-081,269
Fst, 1970
May 24,2014
ESC Sample
L699442-04
Date Received
May 16, 2014
Description
Continental Automotive
Site ID
Sample ID
1 ROOF
Project 4
6252-14-0123
Collected By
Rodney Clark
Collection Date
05/14/14 11:25
Parameter
Result
Det. Limit Units Method
Date Dil.
Copper
ROL
2.0 ug/l 6020
05/23/14 1
Zinc
RDL
30. ug/1 6010C
05/21/14 1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC-
Reported: 05/24/14 13:12 Printed: 05/24/14 13:12
Page 5 of 9

JOESC
L•A•a S•C'1•F.N•C•E•5
REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax MS) 758-5859
Tax I.D. 62-0814289
Est. 1970
May 24,2014
CSC Sample #
L699442-05
Date Received
May 16, 2014
Description
Continental Automotive
Site ID
Sample ID
RAINFALL
Project M
6252-14-0123
Collected By
Rodney Clark
Collection Date
05/15/14 01:00
Parameter
Result
Det. Limit Units Method
Date Dil.
Copper
6.1
2.0 ug/l 6020
05/23/14 1
Zinc
53.
30. ug/l 6010C
05/21/14 1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 05/24/14 13:12 Printed: 05/24/14 13:12
Page 6 of 9

OESCI
AMEC - Asheville, NC
Rndnny Clark
130E-C Patton Avenge
Asheville, NC 28806
Quality Assurance Report
Level II
L699442
12065 Lebanon Rd.
NL. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-OR14289
Est. 197D
May 24, 2014
Laboiatory` Blank
Anal t©
Result
Units i Rec
Limit
BaLCh Date Anal zed
Suspended
Solids
t 2.5
�:m9%1 _
WG721494 05/19/14 16:19
TPII - Oil
6 Grease
< 5
mg/1
WG721994 05/20/14 21:45
Zinc
< .03
mg/1
wG722092 05/21/14 08:02
Lead
< .005
_ mgJl - W
W0722092 05/21/14 13:19
Copper
< .002
mg/1
W0721861 05/23/14 02:45
�.-Dppiicato_
Analyte
Units
Result Duplicajte RPD
Limit
Ref_Samp Batch
Suspended
Solids
mg/1
44.0-.-44.61.35
5
L699198-02 W021494
Suspended
Solids
mg/1
6.00 6.22- 3.64
5
L699427-01 WG721494
L..p.atory Control -Sample
AnaIZLe
Units
Known Val Result
% Rec
Limit Batch
Suspended
-
Solids
mg/1
n
773 �W.., '824.-
107.
85-115 WG721494
TPH - Oil
a Grease
mg/1
20 19.8
99.0
78-114 WG721994
Zinc
mg/1
1 0.979
98.0
80-120 WG722092
Lead
mg/1
1 1.18
116.
80-120 WC722092
Copper
mq/1
.05 0.0531
106.
85-115 WG721861
Lebo gTy.Cont,rol _S5j3 _ _. __ irate
Analyte
Units
kesult Ref 1Rec
Limit
RPD
Limit Batch
Suspended
Solids
mg/1
804. _ B24 �104.
85-115
2.46
5 WG721494
TPH - Oil
a Grease
mg/1
18.6 19.8 93.0
78-114
6.25
18 WG721994
Zinc
mg/i
6.'85 0.979 99.0
80-120
1.04
20 WG722052
I.nad
mg/1
1.18 1.18 118.
RO-120
0.0
20 WG722092
Copper
m /i
O.0546 '-6-0531 1o9.
85-115
3.00
20 WG72I86I
Matrix Spike
Analyto
Units
MS Res Ref Res Ty 9 Rec
Limit
kof Samp Batch
Lead
mg/1 '
1.,17 .0 00623- 1_ - _ 120.
75-125
L699456-05 WG722092
Copper
mg/1
0.0635 0.00903 .05 110.
75-125
1.699442-03 WG721861
Performance of this Analyze is outside of established Criteria.
For additional information, please see Attachment A 'Li+t of Analytes with QC Qualifiers.'
Page 7 of 9

AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Asheville, NC 28806
Quality Assurance Report
Level II
L699442
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
May 24, 2014
Hatrix SpikB_Np . ;de e
Anal yte Units HSO Ref IReC Limit RPD Limit Ref Samp Batch
Lead mg/1 1.19 1.17 118. 75-125 2.00 20 L699456-05 WG722092
Copper mg/l 0.0638 0.0635 110. 75-125 1.00 20 L699442-03 WG721861
$erlal'Dilutian'.
Batch number /Run number / Sample number cross reference
WG721494: R2924248; L699442-01
wG721994: R2925195: L699442-01
WG722092: R2925397 R2925606: L699442-01 02 03 04 05
WG721B61: R2927565: L699442-01 02 03 04 05
Calculations are performed prior to rounding of reported values.
Performance of this Analyte is outside of established criteria.
For additional information, please see Attachment A 'List of Analytes with QC Qualiflers.'
Page 8 of 9

AMEC - Asheville, NC
Rodney Clark
1309-C Patton Avenur,
Asheville, NC 28806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-BQ0-767-5859
Pax (615) 75R-5859
Tax L.D. 62-061420
Est. 1970
Quality AssuranCe Heport
Level II
L699442
The data package includes a summary of the analytic results of the quality
control samplos required by the SW-846 or CWA methods. The quality control
samples include a method blank, a laboratory control sample, and the matrix
spike/matrix spike duplicate analysis. If a target parameter is outside
the method limits, every sample that is effected is flagged with the
appropriate qualifier in Appendix B of the analytic report.
Method blank - an aliquot of reagent water carried through the
rntire analytic process. The method blank results indicate if
any possible contamination exposure during the sample handling,
digestion or extraction process, and analysis. Concentrations of
target analytes above the reporting limit in the method blank are
qualified with the "B" qualifier.
Laboratory Control Sample - is a sample of known concentration
that is carried through the digestion/extraction and analysis
process. The percent recovery, expressed as a percentage of the
theoretical concentration, has statistical control limits
indicating that the analytic process is "in control". 1f a
target analyte is outside the control limits for the laboratory
control sample or any other control sample, the parameter is
flagged with a "J4" qualifier for all effected samples.
Matrix Spike and Matrix Spike Duplicate - is two aliquots of an
environmental sample that is spiked with known concentrations of
target analytes. The percent recovery of the target analytes
also has statistical control limits. If any recoveries that are
outside the method control limits, the sample that was selected
for matrix spike/matrix spike duplicate analysis is flagged with
either a "J5" or a "J611. The relative percent difference (%RPD)
between the matrix spike and the matrix spike duplicate
recoveries is all calculated. If the RPD is above the method
limit, the effected samples are flagged with a "J3" qualifier.
Page 9 of 9
May 24, 2014

billing Infa; matron:
Analysis
{
Container
/ Preservative
Crain of Custody Rag- of
AMEC - Asheville, NC
Project Manager
VIESC
1.308•C Patton Avenue
1348-C Patton Avenue
Asheville, NC 28806
Asheville, NCZ9806
_
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Description: Continental Automotive
Collected: �f
O
Phone:B28-252-8130
Client Project a
tab Project >l
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6252-14-0123
LAWENGAN-6686081787
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5ample'ID
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GW
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M3:rb' SS -_Soil GW - Groundwater WW • WasteWatcr OW - Drinkirl; Water OT - Other
Remarks-TPHOGHEX = Non -polar ail & grease with silica gel treatment pH Temp
Copper by 6020 , _
• � J Z y z � =r 4 � 3 flow OtherHold'#'. _ • -
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Relinquishad by �5=Lr
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Received for lab byt.(Sitnature) .. _
Date - F lime: `.:• - s. -
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--'
j lG,a�� %C►d
.0

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted: June 16, 2014
CERTIFICATE OF COVERAGE NO. NCG030572 SAMPLE COLLECTION YEAR: 2014
FACILITY NAME: Continental Automotive Facility SAMPLE PERIOD ❑ Jan -June ❑ July -Dec
COUNTY: Henderson or ® Monthly' Moy
PERSON COLLECTING SAMPLES: Rodney Clark - AMEC DISCHARGING TO CLASS ❑ORW ❑HQW []Trout ❑PNA
LABORATORY: Environmental Science Corporation Lab Cert. # ENV 375 ❑Zero -flow ❑Water Supply ❑SA
Comments on sample collection or analysis: OF-1, was sampled as part ®Other C,(McDowel_l C10ek)
of Tier Two monthly sampling and Semi-annual (since April event did
not produce measurable discharge)
Part A: Stormwater Benchmarks and Monitoring Results
❑ No discharge this period?Z
Outfall No.
Date Sample
Collected '
dd r
jma / /Y
24-hour
rainfall
amount,
Inches
Total Suspended Solids
pH,
Standard units
Copper
lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
- s
Organics
Benchmarks =-=r
_
-
MM-1911 or 604*�{k`
6.0 — 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
OF-1
05/14/14
1.87
1B
6.43
0.0080
<0.0050
0.11
<5.6
NA
OF-4
NA
NA
NA
NA
NA
NA
NA
NA
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
'For sampling periods with no discharge at any single outfali, you must still submit this discharge monitoring report with a checkmark here.
3 The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
5 Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture
electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA
Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing use the definition as found in 40 CFR 433.11; for semiconductor
manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 1 of 3

Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring
may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General
Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certification statement:
"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total toxic organics
(TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or
stormwater runoff has occurred since filing the last discharge monitoring report. I further certify that this facility is implementing the all the provisions of the
solvent management plan included in the stormwater Pollution Preve n Plan."
Name (Print name)
�G C1Crq or
Z_'
title
I�/
(SignapUre) (Date)
Note: Results must be reported in numerical format. Do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reported in the format, "<XX m LL" where XX is the numerical value of the detection
limit, reporting limit, etc. in mg/L.
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?2
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/L*
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
' See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 2 of 3

Note. If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ® NO ❑
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ®NO ❑
REGIONAt OFFICE CONTACT NAME: Laura Herbert
Mail an original and one cagy of this DMR, including all "No Discharge" reports, within 30 days o f receipt of the lab_ results for at end of monitoring ep riod
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware t here are signif;c nt penalties for submitting false information, including: the possibility of fine and imprisonment for knowing violations.
-7) )
(Signature of hermittee(Date)
Permit Date: 11/l/2012.10/31/2017 SWU-245, last revised 4/9/2013
Page 3 of 3

Semi-annual Stormwater Dischange Monitoring Report
for North Carolina DivisionofWater Quality General Permit No. NCG030000
Date submitted: May 16, 2014
CERTIFICATE OF COVERAGE NOtNCG030572
FACILITY NAME: Continental Automotive Facility
COUNTY: Henderson
PERSON COLLECTING SAMPLES: Rodney Clark - AMEC
LABORATORY: Environmental Science Corporation Lab Cert. i# ENV 375
Comments on sample collection or analysis: OF-1, which is currently in
Tier Two monthly sampling schedule, did not produce a measureable
discharge during this event.
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR: 2014
SAMPLE PERIOD ® Jan -June ❑ July -Dec
or ❑ Monthly" (month)
DISCHARGING TO CLASS ❑ORW ❑HCtW [—]Trout ❑PNA
❑Zero -flow [—]Water Supply [:]SA
RECEIVED ®Other C (McDowell Creeks
MAY 2 2 2014
CENTRAL FILES
DWQIBQG ❑ No discharge this period?2
Outfall No-
Date Sample
Collected"
(mo/dd/yr
24-hour
rainfall
amount,
Inches3
Total Suspended Solids
pH,
Standard units
Copper
Lead
Zinc
Nan -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
Organicss
Benchmarks ==_>
_
-
100 mgLL or 60-�
6.0 — 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
i mg/L
OF-1
No discharge
NA
NA
NA
NA
NA
NA
NA
NA
OF-4
04/14/14
0.41
29
7.01
0.0060
<0.0050
0.041
<5.3
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
'For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
5 Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture
electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA
Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing use the definition as found in 40 CFR 433.11; for semiconductor
manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Permit Date: 11/l/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 1 of 3

Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring
may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General
Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certification statement:
"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total toxic organics
(TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or
stormwater runoff has occurred since filing the last discharge monitoring report. I further certify that this facility is implementing the all the provisions of the
solvent management plan included in the Stormwater Pollution Preventipr Plan."
NamIPnnt name)
Ti Print ti e)
�r
l
(Signatu ) (Date)
Note: Results must be reported in numerical format. Do not resort Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reported in the format. "<XX me/L", where XX is the numerical value of the detection
limit, reporting limit, etc. in mg/L.
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > SS gal of new oil per month.
❑ No discharge this period?'
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/L*
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
* See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 2 of 3

Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART It SECTION B.
TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results for at end of monitoring period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am aware that there are s:ur Ities for submitting false information, including the passibility of fines and imprisonment for knowing violations."
C�—
(Signature of Per ttee) (Date)
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 3 of 3

REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Date Received
April 15, 2014
Description
Continental Automotive
Sample ID
OF-4
Collected By
Rodney Clark
Collection Date
04/14/14 16:30
Parameter
Result
Suspended Solids
29000
TPH - Oil 6 Grease
BDL
Copper
6.0
Lead
BDL
Zinc
41.
12065 Lebanon Rd.
Mt. Juliet, TN 37.122
(6151 758-5858
1-800-767-5959
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
April 23,2014
ESC Sample # L693702-01
Site ID :
Project # 6252-14-0123
Det. Limit
Units
Method
Date
Dil,
2500
ug/l
2540 D-201
04/17/14
1
5300
ug/l
1664A
04/21/14
1
2.0
ug/l
6020
04/18/14
1
5.0
ug/l
6010C
04/19/14
1
30.
ug/1
6010C
04/19/14
1
BDL - Below Detection Limit
Det. .Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 04/23/14 15:41 Printed: 04/23/14 15:41
Page 2 of 7

REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Date Received April 15, 2014
Description Continental Automotive
Sample ID 1B
Collected By Rodney Clark
Collection pate 04/14/14 14:28
12065 Lebanon Rd..
Mt. Juliet, TN 37122
(615) 758-SB58
1-600-767-5859
Fax [phone]
Tax I.D. 62-0814229
Est, 1970
April 23,2014
ESC Sample 4
Site ID
Project
L693702-02
6252-14-0123
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
Copper
Zinc
7.1
55.
2.0
30.
ug/1
ug/1
6020
6010C
04/22/14
04/19/14
1
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 04/23/14 15:41 Printed: 04/23/14 15:41
Page 3 of 7

OESC
1
REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(615) 75B-SB56
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
April 23,2014
ESC Sample #
L693702-03
Date Received
April 15, 2014
Description
Continental Automotive
Site ID
Sample ID
1C
Project #
6252-14-0123
Collected By
Rodney Clark
Collection Date
04/14/14 14:20
Parameter
Result
Det. Limit Units Method
Date Dil.
Copper
20.
2.0 ug/l 6020
04/22/14 1
Zinc
320
30. ug/1 6010C
04/19/14 1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 04/23/14 15:41 Printed: 04/23/14 15:41
Page 4 of 7

12065 Lebanon Rd.
Mt. Juliet, TN 37122
OESC
[phone]
1-800-767-5859
Fax [phone]
L•A•B s•C•1•E•N,C•E•3
Tax I.D. 62-0619289
n-MIM`
Est. 1970
AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Quality Assurance Report
Level II
Asheville, NC 28806
April 23, 2014
L693102
Laboratory Blank i
Analyte
Result
Units
% Rec
Limit
Batch Date Analyzed
Suspended
Solids
< 2.5
mg/1 _
_ _ _ _ _..
WG716214 04/17/14 08:57
Copper
< .002
mg/1
WG716701 04/18/14 14:36
Lead
< .005
mg/1
WG715699 04/1B/14 23:39
Zinc
< .03
mg/1
WG716699 04/18/14 23:39
TPH - Oil
3 Grease
< 5
mg/1
WG717025 C4/21/14 18:3.6
Copper
< .002
mg/1
WG717142 04/22/14 21:26
Duplicate
Analyte
Units
Result
Duplicate RPD
Limit
Ref $amp Batch
Suspended
Solids
mg/1
256�
250. _ �2.26
5
L693604-01 WG716214
Suspended
Solids
mg/1
_
94.8
_
94.4 0.423
5
L693699-01 WG716214
Copper
mg/1
0.0�0.000300
61.0'
20
L693528-09 WG716701
Lead
mg/l
0.0
0.000459 344.
20
L693559-23 WG716695
Zinc
mg/l.
"0.0=
-0.0000115--.229.'
20
L693559-23 WG716699
Capper
mg/l
0.0
0.000200 139.'
20
L693725-08 WG717112
Laboratory
Control Sample
Analyte
Units
Known Val
Result
% Rec
Limit Batch
Suspended
Solids
_ mg/1
-_ LL _ 773
732.
94.7
85-115 WG716214
Copper
mg/1
.05
0.0532
106.
85-115 WG716701
Lead
mg/1
_ i�
1.07
107.
80-120 WG716699
Zinc
mg/1
1
1.03
103.
80-120 WG716699
TPH - Oil
& Grease
mg/i
20
17.8
89.0
78-114 WG717025
Copper
mg/1
05
0.0483
97.0
85-115 WG717142
Laboratory Control Sample Duplicate.
Analyte
Units
Result Ref
%Rec
Limit
RPD Limit Batch
Suspended
Solids
mg/1
740. _4 -732-
-96.0-
85-115
1.09 5 WG716214
TPH - Oil
6 Grease
mg/l
17.2 17.8
86.0
78-114
3.43 18 WG717023
' Performance of this Analyte is outside of established criteria.
For additionai information, please see Attachment A 'List of Analytes with QC Qualifiers.'
Page 5 of 7

OESC
t
AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Asheville, NC 28806
Quality Assurance Report
Level II
L693702
12065 Lebanon Rd.
Mt, Juliet, TN 37122
I615) 758-5858
1-800-767-5859
Fax (615) 75B-5859
Tax I.D. 62-08142B9
Est. 1970
April 23, 2014
rMatrix Spik-e-7
Analyte
Units
MS Res
Ref Res TV
% Rec
Limit
Ref Samp
Batch
Copper
mg/1
0.0531
�0�000300 05�
110.
75-125
L693528-09
WG716101
Lead
mg/1
1,06
0.000459 1
110,
75-125
L693559-23
WG716699
Zinc
mg/1
1.00—
T-0.000011 1 _�
100.
75-125
L693559-23
WG716699
Copper
mg/1
0,0497
C.000200 .05
99.0
75-125
L693725-08
WG717142
!-Matrix Spike Duplicate
Analyte
Units
MST)
Ref %Rec
Limit
MID
Limit
Ref Samp
Batch
Copper
mg/1.
0A0531
0.0531 106.
75-125
0.0
20
L693526-09
WG7167DI
Lead
mg/1
1.08
1.06 108.
75-125
1.00
20
L693559-23
WG716699
Zinc
/1
mg_
_
.1.03
1.00 103.
75-125_
2.00
20
L693559-23
WG716699
Copper
mg/1
0.0509
0.0497 101.
75-125
2.00
20
L693725-08
WG717142
Post Spike
utian I
Batch number /Run number / Sample number cross reference
WG716214: R2905379: L693702-01
WG716701: R2906060: L693702-01
WG716699: R2906142: L693702-01 02 03
WG717025: R2906929: L693702-01
WG716980: R2906945: L693702-
WG717142: R2907854u L693702-02 03
Calculations are performed prior to rounding of reported values.
Performance of this Analyte is outside of established criteria.
For additional information, please see Attachment A 'List of Analytes with QC Qualifiers.
Page 6 of 7

OESCL•A•B 5•C•I•E•M•G•E•5
AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Asheville, NC 29806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-08JI289
Est. 1970
Quality Assurance Report
Level II
L693702
The data package includes a summary of the analytic results of the quality
control samples required by the SW-846 or CwA methods. The quality control
samples include a method blank, a laboratory control sample, and the matrix
spike/matrix spike duplicate analysis. If a target parameter is outside
the method limits, every sample that is effected is flagged with the
appropriate qualifier in Appendix B of the analytic report.
Method Blank - an aliquot of reagent water ca.rried through the
entire analytic process. The method blank results indicate if
any possible contamination exposure during the sample handling,
digestion or extraction process, and analysis. Concentrations of
target analytes above the reporting limit in the method blank are
qualified with the "B" qualifier.
Laboratory Control Sample - is a sample of known concentration
that is carried through the digestion/extraction and analysis
process. The percent recovery, expressed as a percentage of the
theoretical concentration, has statistical control limits
indicating that the analytic process is "in control". If a
target analyte is outside the control limits for the laboratory
control sample or any other control sample, the parameter is
flagged with a "J4" qualifier for all effected samples.
Matrix Spike and Matrix Spike Duplicate - is two aliquots of an
environmental sample that is spiked with known concentrations of
target analytes. The percent recovery of the target analytes
also has statistical control limits. If any recoveries that are
outside the method control limits, the sample that was selected
for matrix spike/matrix spike duplicate analysis is flagged with
either a "05" or a "J6". The relative percent difference (%RPD)
between the matrix spike and the matrix spike duplicate
recoveries is all calculated. If the RPD is above the method
limit, the effected samples are flagged with a "J3" qualifier.
Page 7 of 7
April 23, 2014

Biltine Information:
Analysis
Container
Preservative
Chain of Custody Page _ of
AMEC - Asheville, NC
Project Manager
1309-C Patton Avenue
*ESC
1308-C Patton Avenue
Asheville, NC 28906
Asheville, NC 28806
k
r
Report to:
Email To; [e-mail]
Rodney a ark
El
Description; Continental Automotive
conected:
L V Za
phone. 828 130
alent'Project U
Lab Project R
—7
Fax: [phone]
M2-14-6123
LAWENGAN-66860917'87
r .7 0201
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in.,
Coilmed by {print}:
Site/Fac[Uty tD a
P.O. it
Aci%�..LAWENGA.N
'3�.. 34z,
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Rush? (Lab MUST Se Notified)
in- Date Reiults Needed
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T5R%350 i Un
EmailNo X Yes
No.
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of
C}tq
Sample ID
-6mp/Gr trix
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Date Time
Cntrs
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6F-1
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AL A-1r.
OF-41
;wGW,
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_X
Lit
Q
MOM
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W,
Matrix: SS - Soil GW - Groundwater WW WasteWater DW - Drinking Water OT - Other
IFM—a—rVS—TPi46GkEX-m-Nonzpalar'o;tl-&-grease-with,silica-gel-tre. PH Temp
opper by 6020
ricko a3cli Flow Other Hold it
Relinquished by ; (Sinature)
Dare:
Time:
Received by, (Signaturel
Samples returned via: E]UPS
Condition: (lab use only)
Li
FedEx 0 Courier 0
Refi4ulshedby:lS!zn re)
Date.
Time:
Received by: ISignariirei
Temp. C Bottles Received:
3ACOC
Seal lnzac�v� Y __N _NA
Relinquished V154, I
Date:
Time:
R - for lab Vy: ftnature)
Date: Time:
PH Checked:
.
, tq
. 1,
1"CF:
/41 -

amee
May 16, 2014
Ms. Lisa Foster -Morrow, CET
Environmental, Safety and Health Administrator
Continental Automotive Systems
One Quality Way
Fletcher, North Carolina 28732
Subject: Report of Stormwater Discharge Sampling for April 2014
Continental Automotive Systems
Fletcher, North Carolina
AMEC Project 6252-14-0123
Dear Ms. Foster -Morrow:
AMEC Environment & Infrastructure, Inc. (AMEC) is pleased to submit this letter report of
stormwater discharge sampling for April 2014 for the Continental Automotive Systems
facility located at One Quality Way in Fletcher, North Carolina. This documentation was
prepared to comply with the requirements contained in the General Permit for Stormwater
Discharge (Permit NCG030000 effective November 1, 2012, and expiring October 31,
2017) issued by the North Carolina Department of Environment and Natural Resources
(NCDENR), The Continental Automotive Systems certificate of coverage under this permit
is NCG030572.
Six stormwater outfalls are located at the site, as shown on the attached Figure 1, with
two outfalls (OF-1 and OF-4) designated as representative outfalls. A Tier Two response
has been implemented at outfall OF-1 at the facility, due to the detection of zinc above the
NCDENR benchmark value for two consecutive sampling events in 2013 (semi-annual
sampling events, with the last event in December 2013). The Tier Two response requires
monthly monitoring for parameters at each outfall where benchmark values for any
monitored constituent have been exceeded for two consecutive monitoring periods. OF-1
was not able to be sampled in January and February 2014, as a measureable storm event
producing a discharge at outfall OF-1 did not occur, as documented in the Stormwater
Discharge Monitoring Reports submitted to NCDENR for these months.
Correspondence:
AMEC Environment & Infrastructure, Inc.
1308 Patton Avenue
Asheville, North Carolina 28806
Tel [phone]
Fax 828.251,9690

Continental Automotive Systems - Stormwater Discharge Sampling for April 2014 May 16, 2014
AMEC Project 6252-14-0123
AMEC personnel were onsite to perform stormwater sampling during a measureable
storm event on April 14, 2014. The storm event began at approximately 11:00 AM on April
14, 2014, and ended on April 15, 2014. Total rainfall for this intermittent event was 0.94
inches as measured at the Asheville Regional Airport gauging station, which is
approximately one mile northeast of the site. Measureable rainfall was not recorded during
the 72 hours prior to the measureable storm event.
Within 30 minutes of constant, measurable discharge during the measurable storm event,
the pH of the stormwater was measured with a calibrated pH meter, and stormwater
samples were collected from one representative stormwater outfall, OF-4, as well as from
select sub -drainage basins associated with outfall OF-1. Measurable discharge from
outfall OF-1 did not occur. Sub -drainage basin samples included stormwater at the inlets
of drop inlets/catch basins associated with OF-1 (OF-1 B and OF-1 C). The samples were
packed in an ice -chilled cooler and delivered with chain -of -custody via overnight courier to
Environmental Science Corporation in Mt. Juliet, Tennessee (a North Carolina -accredited
laboratory) for analysis. Samples from OF-4 were submitted for analysis of total lead and
total zinc according to EPA Method 6010, total copper according to EPA Method 6020,
total suspended solids (TSS) according to Standard Method 2540D and non -polar oil and
grease according to EPA Method 1664A with silica -gel treatment and hexane extraction.
Samples OF-1 B and OF-1 C were submitted for analysis of zinc and copper.
Another storm event occurred in the late PM and early AM hours of April 28 and April 29,
2014. This storm was severe in nature with frequent lightning, high winds, and potential
tornadoes; thus, because of safety concerns, sampling of a potential/likely measureable
discharge at outfall OF-1 in the early AM hours of April 29, 2014, was not attempted.
Laboratory results for the sampling performed on April 14, 2014, are recorded on the
attached NCDENR Semi -Annual Stormwater Discharge Monitoring Report. The laboratory
report is also attached. Field analysis of the stormwater samples indicated that pH values
were within the NCDENR benchmark range. Laboratory results indicate the concentration
of zinc exceeds the NCDENR benchmark value in sample OF-1 C, and concentrations of
copper exceed the NCDENR benchmark value in samples OF-1B and OF- 1C, as shown
in Table 1. The remaining monitored parameters were below their respective NCDENR
benchmark values.
2

Continental Automotive Systems - Stormwater Discharge Sampling for April 2014 May 16, 2014
AMEC Project 6252-14-0123
Table 1: Stormwater Benchmarks and Monitoring Results for Sub -Drainage Basin
Sampling Locations Associated with Outfall OF-1
Sub -Drainage Basin
Sample
Copper
Concentration in mg/L
Zinc
Concentration in mg/L
Benchmark->
0.007
0.067
1 B
0.0071
0.055
1 C
0.020
0.32
Bald results Indicate results above respective benchmark prepared by 1=1-1- May d, zo14
checked by MEW May 9, 2014
AMEC recommends that the following list of requirements for a Tier Two response
continue to be performed at the facility in response to the detection of concentrations of
copper and zinc above their respective NCDENR benchmark values in outfall OF-1 for at
least two consecutive reporting periods. Concentrations of zinc have been detected above
the NCDENR benchmark value for three consecutive reporting periods, and
concentrations of copper have been detected above the NCDENR benchmark value for
two consecutive reporting periods. The requirements of a Tier Two response are as
follows:
1. Repeat all required actions outlined for a Tier One response.
2. Conduct monthly monitoring at each outfall where a sampling result exceeded the
benchmark value for two consecutive samples (continue monthly monitoring for all
parameters at OF-1). Monthly (analytical and qualitative) monitoring shall continue
until three consecutive sample results are below the benchmark values or within
benchmark range.
3. Submit a monthly monitoring report indicating "No Flow" if no discharge occurs
during the sampling period.
4. Benchmark exceedances for a different parameter separately trigger a tiered
response.
5. Maintain a record of the Tier Two response and monitoring results in the SPPP.
Based on the June 8, 2010, NCDENR table, Estimated NC Stormwater Metals
Benchmarks Based on Proposed Dissolved Water Quality Standards, the calculated
revised stormwater benchmarks for zinc and copper are 0.126 mg/L and 0.0105 mg/L,
3

Continental Automotive Systems - Stormwater Discharge Sampling for April 2014 May 16, 2014
AMEC Project 6252-14-0123
respectively. Based on these proposed values, some of the April 2014 outfall and sub -
drainage basin zinc and copper concentrations, as well as previous sample
concentrations, are below the proposed benchmarks. AMEC notes that the proposed
aquatic life water quality standards, upon which the benchmarks are based, are
developed assuming a TSS value of 10 mg/L. The allowable benchmark contained in the
General Permit for Stormwater Discharge is 100 mg/L (as applicable for this site with a
receiving water classification of C), Concentrations of TSS in the outfall discharge
samples have historically been detected between approximately 40 mg/L and 60 mg/L.
These higher TSS concentrations can potentially contribute to elevated total metals
concentrations in relation to the total metals benchmark values, which are based on 10
mg/L TSS. These elevated total metals concentrations do not necessarily correlate to
elevated dissolved metals concentrations, which more closely represent the fraction of a
total metal which is toxic to aquatic life and from which the benchmarks values are
derived, but may indicate elevated concentrations of bound metals occurring in soil
particles.
During a walkover of the northeastern portion of the property on May 9, 2014, AMEC
personnel did not observe significant exposure of stormwater to materials involved in
industrial processes in the outfall OF-1 drainage basin. A loading dock with covered dock
doors is located on the southern side of the building in the OF-1 drainage basin. New and
recycled dunnage is stored under roof in this area. Other materials associated with the
industrial process at the facility are not stored in this area. The ground surface in this area
has recently been stabilized/vegetated since completion of construction of the dunnage
storage structure. The roof drainage from the dunnage storage structure is discharged to
the ground and then drains through the outfall OF-1 stormwater system. The roof drainage
from the remaining southern portion of the building is not routed through outfall OF-1.
During construction of additions to the facility in late 2013 and early 2014, a stormwater
detention pond was constructed in the northern portion of the site. The detention pond is
equipped with a forebay to capture sediment. The operation of this detention pond will aid
in water quality parameters of water discharging to outfall OF-4. The pond will be
maintained and inspected to continue proper operation.
4

Continental Automotive Systems - Stormwater Discharge Sampling for April 2014 May 16, 2014
1 AMEC Project 6252-14-0123
AMEC will continue to monitor rainfall conditions and plans to sample outfall OF-1 during
a measureable storm event in May 2014. AMEC also recommends collecting a sample
from sub -drainage basin OF-1 C, from a sampling point upgradient of OF-1 C in the eastern
section of the loading dock, and from the dunnage storage structure roof discharge for
analysis of zinc and copper. In addition, we recommend collecting a sample of rainfall at
the site (direct collection of a rainfall sample in a decontaminated stainless steel bowl in
the northern portion of site) for analysis of zinc and copper. The purpose of the proposed
additional sub -drainage basin and direct rainfall sampling is to investigate potential
sources of zinc and copper in the southern portion of the facility.
AMEC recommends submitting this documentation of sampling and the attached Semi-
annual Stormwater Discharge Monitoring Report to NCDENR for their files. In anticipation
of potential benchmark exceedances at outfall OF-1 for the next monthly sampling event,
AMEC recommends contacting the NCDENR Asheville Regional Office industrial
stormwater designee for Henderson County to discuss the results of the recent Tier Two
response sampling, the results of the 'investigative' sampling, and tentative future 2014
sampling activities.
We appreciate the opportunity to provide water resource services on this project. If yeu
should have any questions, or need additional information, please do not hesitate to
contact us at [phone].
Sincerely,
AMEC Environment & Infrastructure, Inc.
Ellen L. Ferriss, EIT fo! E1/e.l L. Cafess' Matthew E. Wallace, P.E.
Staff Professional with permission Principal Engineer
ELF/MEW:elf
Attachments: Figure 1: Stormwater Site Ilan
Analytical Laboratory Report and Chain -of -Custody
NCDENR Semi -Annual Stormwater Discharge Monitoring Report
5

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted: April 8, 2014
CERTIFICATE OF COVERAGE NO. NCG030.572
FACILITY NAME: Continental Automotive Facility
COUNTY: Henderson
PERSON COLLECTING SAMPLES: Rodney Clark - AMEC
LABORATORY : Environmental Science Corporation Lab Cert. 4 ENV 375
Comments on sample collection or analysis: OF-4 is not included in Tier
Two monthly sampling schedule
Part A: Stormwater Benchmarks and Monitoring Results
APR28
104
- �A...,.�,.r.:.r i3randi
SAMPLE COLLECTION YEAR: 2014 r
SAMPLE PERIOD ❑ Jan -June ❑ July -Dec
or ® Monthly" March 2014 (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
[]Zero -flow [:]WaterSupply [:]SA
®Other C (McDowell Creek)
No discharge this period?'
Outfall No.
Date Sample
r
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Total Suspended Solids.
pH,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/ Total Petroleum
Hydrocarbons
Total Toxic
s
Organics
Benchmarks ===>
-
-
100 m L or 49-mgA4
6.0 — 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
OF-1
03/16/14
0.52
61
7.46
0.012
<0.0050
0.12
7.0
NA
OF-4
NA
NA
NA
NA
NA
NA
NA
NA
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
5 Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture
electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA
Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing, use the definition as found in 40 CFR 433.11; for semiconductor
manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 1 of 3

_ .�_
J. � d z
• �r :K . �
D � ., i r� �JL�l�
' � �� .f �.

Facilities that incorporate a solvent management plan into the 5tormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring
may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General
Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certification statement:
'!Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total LOXIC organics
(TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or
stormwater runoff has occurred since filing the last discharge monitoring report. I further certify that this facility is implementing the all the provisions of the
solvent management plan included in the Stormwater Pollution Preventio j Plan."
Name (Print na
�7
(Signatur (Date)
Note: Results must be reported in numerical format. Do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reported in the format, "<XX me/L', where XX is the numerical value of the detection
limit, reporting limit, etc. in mg/L.
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?'
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches"
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
15 mg/L
100 mg/L or 50 mg/L*
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
* See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 2 of 3

Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or at end of monitoring period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware that the r are signi 'cant penalties for submitting false information, including the possibility o412
ines an imprisonment for knowing violations."
� 1
(Signatur of Permittee (Date)
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 3 of 3

04A4all #5
' Dut'ail 94
1' Approx New Paved Driveway . y
_ Stormwa'.e r
etention Pond
Approx New Paved Parking
�0
4S0La
I l
i. �i,`wi 3l�rtl
64$ - Building
t ROOF DRAINS TO
OUTFALL 93 s
Outfall #&
(Drop Inlet} !
Addrtion _lr'
�110 a D �5D 300 E00
� i, c �!` �.�t -t' �• f~iOntQu_ nt$rYBI•.-
s
LEGEND Stormwaler Pond STORMWATER SITE PLAN
—4r Estimated Flow Direction Sub -Catchments � �O Continental Henderson Plant
One Quality Way
(311 Sediment Trap Building Environment & Infrastructure, Inc. Fletcher, North Carolina
Drop Inlet Building Addition
Underground Conduit New Pavement Drawn by: TEA FIGURE: 1
rg Date: 02/05/2014
Estimated Location of Site Boundary Checked by: MEWDate: 02105/2014
Project No. 6252-14-0123

12065 Lebanon Rd.
Mt. Julie., TN 37122
I615) 158-5858
1-800-767-5859
fax [phone]
'tax T.D. 62-0814289
Est. 1970
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Report Summary
Tuesday March 25, 2014
Report Number: L688510
Samples Received: 03/18/14
Client Project: 6252214-0123
Description: Continental Automotive
The analytical results in this report are based upon information supplied
by you, the client, and are for your exclusive use. If you have an
questions regarding this data package, please do not hesitate to cal.
Entire Report Reviewed By:40,W., 11 -�-
JiM4 Hunt , ESC Representative
LaboratorY Cei-li£rcation Aluinbers
A2LA - 1461-01, AYHA - 100789, AL - 40660, CA - 01157CA, CT - PH-0197,
FL - E87487, GA - 923, IN - C-TN-01, KY - 9001C, KYUST - 0016,
NC - ENV375/DW21704/BIQ041, ND - R-140. NJ - TN002, NJ NELAP - TN002,
SC 84004, TN - 2006, VA - 460132, WV - 233, AZ - 0612,
MN - 047-999-395, NY - 11742, WI - 998093910, NV - TN000032011-1,
TX - T104704245-11-3, OK - 9915, PA - 68-02979, IA Lab #364, EPA - TNO02
Accreditation is only applicable to the test methods specified on each scope of accreditation held
by ESC Lab Sciences. ,
This report may not be reproduced, except in full, without written approval from RSC Lab Sciences.
where applicable, sampling conducted by ESC is performed per guidance provided
in laboratory standard operating procedures: 050302, 060303, and 060304.
Page i of 5

REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
12065 Lebanon Rd.
Mt. Juliet, TN 31122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est- 1970
March 25, 2014
ESC Sample 4
L688510-C1
Date Received
March 18, 2014
Description
Continental Automotive
Site ID
Sample 10
Off'-1
Project #
6252-14-0123
Collected By
Rodney Clark
Collection Date
03/16/14 10:30
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
Suspended Solids
61.
2.5
mg/l
2540 D-2011
03/20/14
1
TPH - Oil & Grease
7.0
5.0
mq/1
1664A
03/24/14
1
Copper
0,012
0.0020
mg/1
6020
03/20/14
1
Lead
BDL
0.0050
mg/l
6010B
03/22/14
1
Zinc
0-12
0.030
mg/l
6010B
03/22/14
1
6DL - Below Detection Limit
Det. Limit - Practical Quantitation Lirnit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 03/25/14 09:11 Printed: 03/25/14 09:12
Page 2 of 5

*ESC
L- A n .; C - E N C E� S
AMEC - Asheville, NC
Rodney Clark
1300-C Patton Avenue
Asheville, NC 28906
Quality Assurance Report
Level lI
12065 Lebanon Rd.
Mt. Juliet. TN 37122
(615) 758-585B
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
March 25, 2014
L688510
(„Laboratory, Blank ;
Analyte Result tGnits Rec Limit Batch Date Analyzed
..
Susaendeti.Solids' .... _.. _ < 2.5 - in., q/�.__..._' _.._ - - ._. WG711549_03/20/14_09:55
Copper
< .002
mg/1
WG711625 03/20/14 10:37
Lead
< _005
,_.._..
/i.�_�WG711922
03/22/14 12:if
Zinc
< .03
mg/1
03/22/14 12:11
_ - w
.,AG711922
i
T i'H - Oil Grease
< 5
mq/1
WG712466 03124/14 18:26
•_ duplicate _
Analyte
Units
Result Duplicate
RPD Limit
Ref Samp Batch
Suspended Solids _ .. � �.... ..-_-
• mgl1, ---
32'0 -
_...
- _-- 3210 � _
0.930_ 5_ ,_.. .
• -
-_ i.688474-03wG7i1509
Suspended Solids
mg/1
62~8
61.2
_
2.58 5
_• _-
- L6B85f0-01 w6711509
opper .,. ,... ...-_........_.,.
. .,,
m/1..
g
..
..0.012,0,
_ .,,... ...
- .
- 0�0118 _
_.
-20
5.00
_
i.688510-01 wG711625
Lead
mg/1
4.0
-0.00236 45.0'
20
L688410-02
WG711922
Gigs'
_ mg11
_ 0.170
6,lb3 3.00
_< ..
20
L6889k0-02.
�fG711922
Lal?Crdt6r.
Contr01'8ample
Anal to
Units
Known Val
Result
Rec
Limit
Batch
Sus}?encied Solids
mg/1,
7i3 „�M
H36. -
10C
- 85-115 1
WG711509
Copper
mg/1
.05
0.0484
97.0
85-115
WG711625
Lead -
-mg/1
- 1
1.03 -_--
103. --
- 85-115 -'
WG711922
Zinc
mg/1
1
1.02
102.
85-115
W0711922
-.. ..._-..
TPN - Oil-6 Grease--
mg/1�
- 20
---- _w94.5-_.--
f8-9
94.5
.._�--
78-114 -
wG712466
Laboeatory Contra} 8dmp1Q DuplcaCe;
Analvte
Units
Result Etefm
%Rec
Limit
RPD Limit
Batch
g... 6. 10fi. 85�115 2.92 5 WG7.11509
Suspends. 36 i a m /1 1
TPH - Oil S Grease
mg/1
19.6
18.9 96.0
78-114 3.64
is
WG712466
_MatrixSpike ..
AnaLyte
Units
-_- MS Res
Ref Ras TV
% Rec
Limit
Ref Samp
Batch
_
Capper
mg/1
0.0612
. _os
0 0118...,,..
99 0
75 125
L688510"0]
OG711625
Lead
mg/1
1.04
-0.00236 I
100.
15-125
L686410-02
WG711922
zinc
mgli.
Y 23
0163 1
110
75-125
L688416-02
wG711922
Performance of this Analyze is outside o: established criteria.
for additional information, please see Attachment A 'List of Analytes with QC Qualifiers.'
Page 3 of 5

A14EC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Asheville, NC 28906
Quality Assurance Report
Level It
L6885?0
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(6151 758-5858
1-800-767-5859
Fax [phone]
Tax S,A- 62-08142B9
Est. 1370
March 25, 2014
r Matrix Spike _Duplicate_'
Analyte
Units
MSD� Ref %Rec
Limit
RPD
Limit Ref Samp
Batch
- _
Copped _ _ __ m ___
. ._—
m911
_ _
0.0511 - M0.0612 98:5
75-125
Q., 0
2fl_ v L6�8510-pi :--
WG711625
Lead
mg/l
1.04 1.04 104.
75-125
0,0
20 L686410-02
WG711922
-
Zinc
mg/1'
1.'24 1.23 107,
75-125_
1.00.
20 L688410-02
W6711922
. -POst 'Spike -,
z
Serial Dilution
Batch number /Run number / Sample number cross reference
WG711509: R2R95420: L682510-01
WG711625: R2695634: L68B510-01
WG711522: R2896340: L688510-01
WG712466: RHB 7020: L689510-01
Calculations are performed prior to rounding of reported values.
Performance of this Analyte is outside of established criteria.
For additional information, please see Attach:aent A 'List of Analytes with QC Qualifiers.'
Page 4 of 5

*ESC
I
AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Asheville, NC 28806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(615) 75B-5858
1-800-767-5B59
Fax [phone]
Tax I.D. 62-08142B9
Est. 1970
Quality Assurance Report
Level II
L68851D
The data package includes a summary of the analytic results of the quality
Control samples required by the SW-846 or CWA methods. The quality control
samples include a method blank, a laboratory control sample, and the matrix
spike/matrix spike dupiicate anaiysis. If a target parameter is outside
the method limits, every sample that is effected is flagged with the
appropriate qualifier i❑ Appendix B of the analytic report.
Method Blank - an aliquot of reagent water carried through the
entire analytic process. The method blank results indicate if
any possible contamination exposure durinq the sample handling,
digestion or extraction process, and analysis. Concentrations of
target analytes above the reporting Limit in the method blank are
qua iified with the "B" qualifier.
Laboratory Control Sample - is a sample of known concentration
that is carried through the digestion/extraction and analysis
process. Tne percent recovery, expressed as a percentage of the
theoretical concentration, has statistical control limits
indicating that the analytic process is "in control". If a
target analyze is outside the control limits for the laboratory
control samn'_e or any other control sample, the parameter is
flagged with a "J4" qualifies for all effected samples.
Matrix Spike and Matrix Spike Duplicate - is two aliquots of an
environmental sample that is spiked with known concentrations of
target analytes. The percent recovery of the target analyzes
also has statistical control limits. If any recoveries that are
outside the method control limits, the sample that was selected'
for matrix spike/matrix spike duplicate analysis is flagged with
either a "J5" or a "J6". The relative. percent difference (%RPD)
between the matrix spike and the matrix spike duplicate
recoveries is all calculated. If the RPD is above the method
limit, the effected samples are flagged with a "J3" qualifier.
Page 5 of 5
March 25, 2014

Billing Information:
Analysis/Container/Preservative
IChalnofCustody
Page_0l_1
VESC
AMEC - Asheville, NC
_.`R'„
Project Manager
1308-C Patton Avenue
x�-�^
i pK
-�
4 L3'
� ,
��n1„ ,
v I V,��
4y,.
%
I
5
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w
1308-C Patton Avenue
Asheviile,NC288Q6
Asheville, NC 28806t
..`�
;qj'j=,
t�
l's
'i
' '-_
L•A•B s•C-I.e-N.C-E-5
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a
i
12065 1_6inon Rd- a
Report to:
Rodney Clarka
Email To: [e-mail]�4
° ,�$
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a
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a
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Mount fulkp IN 37122
Phone: 615.75B•585$
Phone: BW-767.5859
Fax [phone]
Project
Continental
City/State
Collected:
t`�I;��.�G+�� �j�T���y4'yYyri•'-
�- Y
J169
..
Description: Automotive
�
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Phone:[phone]
Fax: [phone]
Client Project #
6�52—i�flBYt
Lab Projert #
iAWENGAN-6686091787
Collected b rint :
�f J y Ip 1
Site/Facility ID
�5NAM
P.b. p b 2 30PSI
€�' S0"• ,r; :i
Acctnum:IL•'AWEfVGAIV
Tempiate•T549Q1s§_3-
t A S �a
Collected b {signature):
Date Results Needed
�G
Immediately
Rush? ;tab MUST Be NotifiCdj
SameUay .......................... 20U9G
NextDay.............. ............... 100%
Two Day
�O�
Email? No X Yes
— JNo
QQ
sr7T.rr�
3
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#
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P elog�n,:..�455445u y '
sr}r^I �r
TSR 35D Jimmy Hunt
Packed on Ire N Y
..............................509L
,Three pa y.............................2546
FAX? —No Yes
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a-
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r;-,
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P8
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rrr to tR
5ht edVa�Fe X,GrgUnd
Sample ID
`
ntrsJ�,-
14mrrantaminant
Samp{eNtla6ontrS
Comp/Grab
Matrix
Depth
Date
Time
o4ni
i•^
3NE
? .;e
.'�.
•:li
r -ice{
OF-1
L
GW
I
f f
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its
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# ?�
i
Or
Matrix: SS -Soil GW-Groundwater WW-Wastewater DW-Drinking Water OT-Other r
emarks:TPHOGNEX = Nan -polar oil & grease with silica gel treatment ) pH Temp Copper by 6020 yQ�S 3 T a
Hold t" • r
Flow Other ,1
_ _
Refinquishe (Sign tore}
Relinquished by: f
Date- Time:
Cate: Time:
Received by: (51gn tine)
ature'8ot#iesReteTved
Received by. (SiIT
Sampf�s returned via: ❑ UPS
FedEx 0 Courier ❑
Ca d tton � T �1(la use ooly�}
OX
, r 4'
g
atWa_' y,',�.,..,�{
Syr
gwl' w�v4� S9a � '# �
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Relin wished b f
q y{
Date Time
Received o !$ `fi`i Si n tore 1
V g tr -
r. 5
'"� �Y
Datd' rY7im
pH' r
tChecked ,}yi
NCF � era: •4^
n
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61.4j!�'sIf11'...
/4�
im
i�C ram'_ �It!'I"=(-
-r-n•ii'

i
Jimmy Hunt L— U
From: Clark, Rodney M <Rodney.Clark@amec,com>
Sent: Tuesday, March 18, 2014 7:14 AM
To: Jimmy Hunt
Subject: Continental
Jimmy, FYI, the following items are not correct on the COC; the new project # for Continental is 6252-14-0123 and -the
PO# is C012503095. You should get one stormwater sample today from OF-1, please correct COC for these items and
include them on your invoice, thanks.
Rodney M. Clark, LG
Staff Geologist
AMEC Environment Infrastructure, Inc.
1308 Patton Avenue j Asheville. NC 28806
office: 828-252-8130 ; fax: [phone]
entail: rodney.clark@amec;cnm
yyrw arnec.com
'This a -mail message and any attachments are for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any
unauthorized review, use or disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and
destroy all copies of the original message and any attachments. Thank you.'
The information contained in this e-mail is intended only for the individual or entity to whom it is addressed,
Its contents (including any attachments) may contain confidential and/or privileged information.
If you are not an intended recipient you must not use, disclose, disseminate, copy or print its contents.
If you receive this e-mail in error, please notify the sender by reply e-mail and delete and destroy the message.

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted: April 8, 2014
CERTIFICATE OF COVERAGE NO. NCG030572 SAMPLE COLLECTION YEAR: 2014
FACILITY NAME: Continental Automotive Facility SAMPLE PERIOD ❑ Jan -June ❑ July -Dec
COUNTY: Henderson or ® Monthly' March 2014 (month)
PERSON COLLECTING SAMPLES: Rodney Clark - AMEC DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
LABORATORY :'Environmental Science Corporation Lab Cert. # ENV 375 ❑Zero -flow ❑Water Supply []SA
Comments on sample collection or analysis: OF-4 is not included in Tier ®Other C (McDowell Creek)
Two monthly sampling schedule
Part A. 5tormwater Benchmarks and Monitoring Results
No discharge this period?z
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Total Suspended Solids
pH,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
Organics
Benchmarks =_=>
-
-
100 m L or &0-�
6.0 — 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
OF-1
03/16/14
0.52
61
7.46
0.012
<0.0050
0.12
7.0
NA
OF-4
NA
NA
NA
NA
NA
NA
NA
NA
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
Z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
5 Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture
electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA
Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing use the definition as found in 40 CFR 433.11; for semiconductor
manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 1 of 3

Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring
may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General
Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certification statement:
"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total toxic organics
(TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or
stormwater runoff has occurred since filing the last discharge monitoring report. I further certify that this facility is implementing the all the provisions of the
solvent management plan included in the stormwater Pollution Preventio Plan."
r
Name (Print n me)
r
Ti not itle} (�
1
(Signs re) (Date)
Note: Results must be reported in numerical format. Do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reported in the format. "<XX mg/L", where XX is the numerical value of the detection
limit, reporting limit, etc. in mg/L.
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal. of new oil per month.
[] No discharge this period?z
-
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks
15 mg/L
100 mg/L or 50 mg/L*
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part 8
* See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 2 of 3

. Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy QLthis_Q _including all "No Discharge" reports, within 30 days of receipt of the lab results (or at end of monitoring Period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my owledge and belief, true, accurate, and complete
am awffre-Nkat there ire signifirjant penalties for submitting false information, including the possibility of/finesfir/imprisonment for knowing violations."
(Signature,/of Permittee) (Date)
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 3 of 3

Ou"aii rr5
Outfall #4
G Arprox New P'3"c : D'ir-eway Stormwater
► � De!ention Pond
Approx. New Paved Partdng
�. `.
i
11
Ri . 14
645 Building
s� 7 ROOF ORAINB TO
OUTFALL #3
Z Outfall #8 a
(Drop lniat)
-+
LEGEND
Estimated Flow Direction
Sediment Trap
O Drop Inlet
Underground Conduit
Stormwater Pond
Sub -Catchments
Building
Building Addition
New Pavement
Estimated Location of Site Boundary
._ _� -- r'�,•�r.�i+v�r �cc���z-
� g,,.�.r�r -- t-�Tri,-r,•:. � �ti�+r�r
Feet
0 150
300 wo
STORMWATER SITE PLAN
ame
Continental Henderson Plant
One Quality Way
Environment & Infrastructure, Inc.
Fletcher, North Carolina
Drawn by: TEA
FIGURE: 1
Date: 02105/2014
Checked by: MEW
Date: 0210512014
Project No. 6252-14-0123

OESC
t
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62--0814289
Est. 1910
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Report Summary
Tuesday March 25, 2014
Report Number: L688510
Samples Received: 03/16/14
Client Project: 6252-14-0123
Description: Continental Automotive
The analytical results in this report are based upon information supplied
by you, the client, and are for your exclusive use. If. you have any
questions regarding this data package, please do not hesitate to call.
Entire Report Reviewed By: "4twv ��
Jimid Hunt , ESC Representative
Laboratory Certification Numbers
A2LA - 1461-01, AIHA - 100789, AL - 40660, CA - 01157CA, CT - PH-0197,
FL - E67487, GA - 923, IN - C-TN-01, KY - 90010, KYDST - 0016,
NC - ENV375/DW21704/BI0041, ND - R-140. NJ - TN002, NJ NELAP - TN002,
SC - 84004, TN - 2006, VA - 460132, WV - 233, AZ - 0612,
MN - 047-999-395, NY - 11742, WI - 998093910, NV - TN000032011-1,
TX - T104704245-11-3, OK - 9915, PA - 68-02979, IA Lab #364, EPA - TNO02
Accreditation is only applicable to the test methods specified on each scope of accreditation held
by ESC Lab Sciences.
This report may not be reproduced, except in full, without written approval from ESC Lab Sciences.
Where applicable, sampling conducted by ESC is performed per guidance provided
in laboratory standard operating procedures: 060302, 060303, and 060304.
Page 1 of 5

k:l-pm
YOUR'L'AH OF CHOICE
REPORT OF ANALYSIS
Rodney Clark
AMEC - Asheville, NC
1308-C Patton Avenue
Asheville, NC 28806
Date Received March 18, 2014
Description Continental Automotive
Sample IA OF-1
Collected By Rodney Clark
Collection Date 03/16/14 10:30
Parameter
Result
suspended solids
61.
TPH - Ail & Grease
7.0
Copper
0.012
Lead
BDL
Zinc
0.12
12065 Lebanon Rd.
Mt. Juliet, TN 37122
1615) 758-5858
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
March 25, 2014
Esc Sample # L686510-Cl
Site ID .
Project # 6252-14-0123
Det. Limit
Units
Method
Date
Dil-
2.5
mg/l
2540 D-2011
03/20/14
1
5.0
mg/1
1664A
03/24/14
1
0.0020
mg/l
6020
03/20/14
1
0.0050
mg/l
6010B
03/22/14
1
0.030
mg/l
6010B
03/22/14
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 03/25/14 09:11 Printed: 03/25/14 09:12
Page 2 of 5

OESC
t
AMEC - Asheville, NC
Rodney Clark
1306-C Patton Avenue
Asheville, NC 28806
Quality Assurance Report
Level II
L688510
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(615} 758-5858
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814269
Est, 1970
March 25, 2014
Laboretory.B_lank
Analyte
Result
Units 8 Rec
Limit Batch
Date Analyzed
Suspended _Solids _.
.... _ < .2..5
._.. mg/1_ _. _ .. - -
-- . .,.._...- . ry WG711509
03/20/f4
09:55
Copper
< .002
mg/1
WG711625
03/20/14
10:37
Lead
< .005
mg/1
WG711922
03/22/14
12:11
Zinc
< .03
mg/1
WG711922
03/22/14
12:11
TPH - Oil b Grease
< 5
mq/1
- WG712466
03/24/1!4
18:26
Duplicate,.
Analyte
Units
Result
Duplicate RFD
Limit
Ref Samp
Batch
Suspended Solids..,.._. _
m.g/1
3240
3210 ,µ 0.930
5
L68B474 03-
4G711509
Suspended Solids
mg/l
62,8
61.2 2.58
5
L68B510-01
WG711509
CoppermQ/i
-
0.4120 _ _ .
-0�0118 rvuw V —'S.00µ - �
w�
� 20
--
li688510-01
- WG711625
Lead
mg/1
0.0
-D.00236 45.0*
20
L688410-32
WG711922
Zinc
m /1 `
0.17p
0— .63 3.OD
20
IAH4' 0- } '02
W6711922
Laboratory
Control Sample
Analyte
Units
Enown Val
Resuit
% Rec
Limit
Batch
Suspended Solids
mg/I
773
.836.
148.
_-85-115
WG711509
Copper
mg/l
.05
0.0484
97.0
85-115.
WG7.11625
Lead
mg/l
1
1.03
103.
65-115
WG711922
Zinc
mg/1
1
1.02
102.
85-115
WG711922
TPH - Oil & Grease
mg/1
20
18.9
94.5
78-114
WG712466
'Laboratozy
Control Sample Auplicate!
-
Analvte
Units
Result
Ref %Rec
Limit
RFD Limit
Batch
Suspended Solids mg/i a16. 336. ......106. _—,95-115 2,42 5 WG711509
TPH - Oil & Grease mq/1 19.6 18.9 98.0 78-114 3.64 18 WG712466
Matrix -Spike
Analyte
Units
MS Res
Ref Res Tv
B Rec
Limit
Ref Samp
Batch
/1
0.0612
�O.b118- .05 -
99.0 -
75- 25.._-L680510-OI
W6711625
Lead
mgll
1 09
0 00236 1
100
75-125
L688410-02
WG711922
Zinc75-125
_ mg/1 y
1 23
0 163 lm
110
­V ......
> L688410-02
W6711922
Performance. of this Analyte is outside of established criteria.
For additional informatics, please see Attachment A 'List of Analytes with QC Qualifiers.'
Page 3 of 5

*ESC
1
AMEC - Asheville. NC
Rodney Clark
13DR-C Patton Avenue
Asheville, NC 28806
Quality Assurance Report
Level II
L688510
12665 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Sst. 1970
March 25, 2014
M_atrix_Spike Duplicate
Analyte
Units
MSD Ref %Rec
Licit
RPD
Limit
Ref Samp
Batch
Copper _ , _ _ W ._
_ _ _ _ . _ - -- _ mgfl_-
0.0611_ �0.00612 98.6 _ _
75-- In _ »
� 0.0
20
168wo-Dl
S4G71i525
Lead
mg"
1.04 1,04 104.
75-125
0.0
20
L6e6410-02
WG711922
"1.74 123 _ 107:
75-1251T00
20
L6884ig-02?WG711922
Post 5oike
Serial Dilution
...,.. .:. .,....,... ,.. ,..,.- r,._ ............... . c...,_._._.........•o-. .., . _._......__.......:.......w. �....,.��...,:....� ....: ,............ M , _,..,,..,.-,.. ....:...,......,�.w .....,.... ..., ....-..,,..._,..,,, ... ...........
, W ,....-,...... �.....r
Batch number /Run number / Sample number cross referenCe
wG711509: R28954207 L688510-01
WG711625: R2895634: L688510-01
WG711922: R2996340: L688510-01
WG712466c R2897020: L688510-01
Calculations are performed prior to rounding of reported values.
Performance of this Analyte is outside of established criteria.
F'or addAtional information, please see Attachment A 'List of Analytes with QC Qualifiers.'
Page 4 of 5

AMEC - Asheville, NC
Rodney Clark
1308-C Patton Avenue
Asheville, INC 26806
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-00142B9
Est, 1970
Quality Assurance Report
Level II
L688510
The data package includes a summary of the analytic results of the quality
control samples required by the S4-846 or CWA methods. The quality control
samples include a method blank, a laboratory control sample, and the matrix
spike/matrix spike duplicate analysis. If a target parameter is outside
the method limits, every sample that is effected is flagged with the
appropriate qualifier in Appendix B of the analytic report.
Method Blank - an aliquot of reagent water carried through the
entire analytic process. The method blank results indicate if
any possible contamination exposure during the sample handling,
diuestion or extraction process, and analysis. Concentrations of
target analytes above the reporting li:ait in the method blank are
qualified with the "B" qualifier.
Laboratory Control Sample - is a sample of known concentration
that is carried through the digestion/extractiOn and analysis
process. The percent recovery, expressed as a percentage of the
theoretical concentration, has statistical control limits
indicating that the analytic process is "in control". If a
target analyte is outside the control limits. for the laboratory
control sample or any other control sample, the parameter is
flagged with a "J4" qualifier for all effected samples.
Matrix Spike and Matrix Spike Duplicate - is two aliquots of an
environmental sample that is spiked with known concentrations of
target anaLytes. The percent recovery of the target analytes
also has statistical control limits. if any recoveries that are
outside the method control limits, the sample that was selected
for matrix spike/matrix spike duplicate analysis is flagged with
either a "J5" or a "J6". The relative aercent.difference (%RPD)
between the matrix spike and the matrix spike duplicate
recoveries is all calculated. If the RPD is above the method
limit, the effected samples are flagged with a "J3" qualifier.
page 5 of 5
March 25, 2014

Siffins Information:
Analysis
Container
Preservative
chain of custody Page
OESC
-1
AMEC Asheville, NC
Project Manager
TIM
1k.
1308-C Patton Avenue
1308-C Patton Avenue
Asheville, NC 28806
Asheville, NC 28806
J
L, A. a C• I I- N C U S
Report to:
Rodney Clark
I Email To- rodney.clarkipwarnec.ccm
A
I MISS Lebanan Rd
M4■
Pho"k: :1-118 SIV,1,9
Phone:
Fax 615-7.SS-59
Project
City/State
A 69
Descriptiom Continental Automotive
Collected:
J
1 AN
twr
WN
IV; IN,
Fti
P.,
I,
a . 21
Phone: [phone]
Pay: 828-251-9690
Client Project R
—)4 6 k2_3 C2_5Z
tab Pro;ect 4
LAWENGAN-6686081787
Collected by (print);
Ccllected;,bw {signature):
Site ID #
P.O. ti 0 12_�3 0 30,15
Date Resillts Needer!
'Tel 490
al
Rvsh? (Lab MUST Be Notified)
Day ........................... 20M
%8Q -7;Tr
o�4
Z­
11-W
-T
.4554451,-��
Email? No X Yes
No.
�C+
RN,
Immediately
-58ML
Next Day .................
Two Day ......................
X
I"
1:
1=_
R
yet
ail
TSR� ti
.350"jimMy,
—,,r -
Packed on Ice N yz
Three Day .............. .... 25%
FAX? No y les
of
0
?h I Mrdll
-Rem./Containlrant
Sample ID
Comp/Grab
matrix
Depth
Date
Time
Sample IF (Itti only)
OF-1
GW
3 "167 /1�
X
NVE1
NOR
I'M kN
CIN
AN
N Mil
im
I
to 1#
qm
ALM
q
gi
- I E
4 Matrix: SS- Soll GW - Groundwater VVW - Waste Water DW - Drinking Water OT - Other
Remarks.TPHOGHEX = Non -polar oil & grease with silica gel treatment pH Temp
rm_R_� MIN W. i., 'i
Copper by 6020 5TI 0561? qq1_5
Flow Other
Re[i quishe 6
Date: Time:
/ 7
7
Received by: (Sign t )
lin
Sam�preturned via: OUPS
lifedEx 0Coul :
I4qjr . ...0
ReHnquished ll 1@
"91-10
Date:
Time:
Received by: (Si
C. To HBottles Received
PT
IM
Pi
rg4l L
dubRelinquished
X
�Pcp -.61
by 11�Sl
Date: Time:
R66e fah 6V�
�'�
r�Wd
MCI
Si� t,
'I, "N M
Ir
Nu,
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1. TlW'�L�
0
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�ig
pKChed�ili'd �_;l MA
A V
R
V 7f I
re P

Jirrirn Hunt
L�85 I o
From: Clark, Rodney M <[e-mail]>
Sent: Tuesday, March 18, 2014 7:14 AM
To: Jimmy Hunt
Subject: Continental
Jimmy, FYI, the following items are not correct on the COC: the new project # for Continental is 6252-14-0123 and the
PO# is C012503095. You should get one stormwater sample today from OF-1, please correct COC for these items and
include them on your invoice, thanks.
Rodney M. Clark, LG
Staff Geologist
AMEC Environment & Infrastructure, Inc.
1308 Patton Avenue I Asheville, NC 28806
office: 828-252-8130 I fax: [phone]
email: rodney.clark[a7,aniec.corn
wvvw. a rnec. co€ n
'This e-mail message and any attachments are for the sole use of the intended reciplent(s) and may contain confidential and privileged information. Any
unauthorized review, use or disclosure or distribution is prohibited. If you are not the intended recipient. please contact the sender by reply e-mail and
destroy all copies of the original message and any attachments. Thank you.*
The information contained in this e-mail is intended only for the individual or entity to whom if is addressed.
Its contents (including any attachments) may contain confidential andlor privileged information,
If you are not an intended recipient you must not use, disclose, disseminate, copy or print its contents.
If you receive this e-mail in error, please notify the sender by reply e-mail and delete and destroy the message.

Continental-8
-1-
Mr. Bradley Bennett
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Date Reference
April 23, 2014 General Permit Number:
NCG030000
Dear Mr. Bennett,
Continental
Henderson Plant
One Quality Way
Fletcher, North Carolina 28732
APR. g1914
Please find attached a copy of our lab analysis as well as our signed report for Stormwater Sampling for the March
2014 period. The attached results from our facility located at 1 Quality Way, Fletcher, North Carolina 28732 were
obtained to comply with General Permit number NCG030000 effective November 1, 2012 through October 31,
2017. Our facility is conducting representative outfall sampling as approved by your office.
Stormwater sampling was conducted by AMEC personnel on March 16, 2014 between 7:00am and 5:00am March
17, 2014. The total rainfall for the event was 0.52 inches as measured by the Asheville Regional Airport gauging
system which is located approximately one mile northeast of our campus. Rainfall of greater than 0.02 inches was
not recorded during the 72 hour period prior to this representative storm event.
Continental Henderson received the lab report from ESC Lab Sciences defining the lab analysis of our samples
collected during the significant rainfall event. These results indicate that Outfall 1 indicates Zinc levels and Copper
Levels exceed the benchmark value in this and the previous sampling period. All other elements are within permit
levels. These measurements in excess of the benchmark levels have triggered a Tier Two response for OF-1.
Indicated below are the steps taken to correct the exceedence in the sampled outfall.
Tier Two OF-1:
1. An inspection of the outfall area was completed at March 31, 2014 and April 21, 2014. Neither inspection
showed the presence of solids or heavy metals in the area. The process in the Plating areas as well as the
roof areas were also reviewed with no findings.
2. Inspections will continue to occur on a bi-weekly basis until the next rainfall event to observe the outfall
and note any changes to the conditions. If conditions do not deteriorate the inspections will return to the
required monthly inspection plan.
3. Basic cleaning of the outfalls by our Facilities team will be completed within 30 days and any necessary
modifications to prevent erosion and sediment control will be implemented.
4. We have recorded the instance in our Site Stormwater Plan as well as our site Corrective and Preventative
Action Plan and will track the corrective actions to closure.
5. The results were discussed in the quarterly IS014001 Program Management Review in April.
6. Inspections will continue to occur on a bi-weekly basis until the next rainfall event to observe the outfall
and note any changes to the conditions. If conditions do not deteriorate the inspections will return to the
required monthly inspection plan.
7. Stack testing for the units for Plating were completed for metal emissions and Zinc was not found in levels
to indicate a source for the contaminate in the outfall in late 2013. They have been conducted again in
March 2014 but the results have not been received from the laboratory.
8. Inquiries of the suppliers for the Scrubber units in our Plating process has been completed. Our primary
focus was operation of the unit, verification of preventative maintenance actions, and verification of the
robustness of the system.
9. Monthly sampling will continue to occur for the outfall.

ConfinentalA
_2_
It is our belief these actions will identify the sources of our discharge overages and the facility will return to
operating within the boundaries of our permit parameters. We appreciate any feedback you may have relative to
our report and actions. Please do not hesitate to contact me or Lisa Foster -Morrow with any questions you might
have regarding our submittal.
Warm Regards,
/lan;tManager
ott
Enclosure: 2
Cc: File
Lisa Foster -Morrow, Continental

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted: March 18, 2014
CERTIFICATE OF COVERAGE NO. NCG030572
FACILITY NAME: Continental Automotive Facility
COUNTY: Henderson
PERSON COLLECTING SAMPLES: NA
LABORATORY: NA
Comments on sample collection or analysis: No comments
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR: 2014
RECEIVEDSAMPLE PERIOD ❑ Jan -June ❑ July -Dec
APR 2 3 Z014 or ® Monthly' February 2014 (month}
DISCHARGING TO CLASS ❑ORW ❑HCtW ❑Trout ❑PNA
GEI� T RAL FILES ❑Zero -flow []Water Supply ❑SA
NUBOG ®Other C McDowell Creek)
® No discharge this perrod?z
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
lnches3
Total Suspended: Solids
pH,
Standard units
Copper
Lead
Zinc
Non -Polar O&GJTotal
Total Petroleum
Hydrocarbons
Toxic
Organics
Benchmarks ===>
_
-
100 m L or bA-�
6.0 — 9.0
0.007 mg/L
0.03 mgjL
0.067 mgjL
15 mg/L
1 mgJL
OF-1
No Discharge
NA
NA
NA
NA
NA
NA
NA
NA
OF-4
NA
NA
NA
NA
NA
NA
NA
NA
NA
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceeclance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
5 Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture
electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA
Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing use the definition as found in 40 CFR 433.11; for semiconductor
manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring
may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General
Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certification statement:
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 1 of 3

"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total toxic organics
(TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or
stormwater runoff has occurred since filing the last discharge monitoring report. i further certify that this facility is implementing the all the provisions of the
solvent management plan included in the Stormwater Pollution Preve tion Plan."
Name
(Printname)
Q.-
Title(!7u J ` rr
(Signatur (Date)
Note: Results must be reported in numerical format. Do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reported in the format, "<XX me/L", where XX is the numerical value of the detection
limit, reporting limit, etc. in mg/L.
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Part B: Vehicle Maintenance Area Monitoring Results, only for facilities averaging > 55 gal of new oil per month.
No discharge this period?'
putiall No:
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
15 mg/L
100 mg/L or 50 mg/L*
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
* See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 2 of 3

FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART it SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or at end of monitoring period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1517 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
1
(signatuA of Permittee (Date)
Permit Date: 11/1/2012--10/31/2017 SWU-24S, last revised 4/9/2013
Page 3of3

FEB 14 2014
CEN 4 E- AL FILES
NUBOG
Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG030000
Date submitted: February 7, 2014
CERTIFICATE OF COVERAGE No. NCG030572 SAMPLE COLLECTION YEAR: 2014
FACILITY NAME: Continental Automotive Facility SAMPLE PERIOD ❑ Jan -June ❑ July -Dec
COUNTY: Buncombe or ® Monthly' January 2014 (month)
PERSON COLLECTING SAMPLES: NA DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
LABORATORY: NA ❑Zero -flow ❑Water Supply ❑SA
Comments on sample collection or analysis: No comments ®Other C (McDowell Creek)
Part A: Stormwater Benchmarks and Monitoring Results
® No dischorge this period?z
Outiall No.
Date Sample
Collected'
(mo/dd/yr)
24 hour rainfall
amount,
Inches'
Total Suspended Solids
pH,
Standard units
Copper
Lead
Zinc
Non -Polar O&G/
Total Petroleum
Hydrocarbons
Total Toxic
Organics'
Benchmarks
or iWag,LL
6.0 — 9.0
0.007 mg/L
0.03 mg/L
0.067 mg/L
15 mg/L
1 mg/L
OF-1
No Discharge
NA
NA
NA
NA
NA
NA
NA
NA
OF-4
NA
NA
NA
NA
NA
NA
NA
NA
NA
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
2 For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
37he total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
° See General Permit, Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Total Toxic Organics sampling is applicable only for those facilities which perform metal finishing operations, manufacture semiconductors, manufacture
electronic crystals, or manufacture cathode ray tubes. For purposes of this permit the definition of Total Toxic Organics is that definition contained in the EPA
Effluent Guidelines for the facility subject to the requirement to sample (for metal finishing use the definition as found in 40 CFR 413.11; for semiconductor
manufacture use the definition as found in 40 CFR 469.12; for electronic crystal manufacture use the definition as found in 40 CFR 469.22; and for cathode ray
tube manufacture use the definition found in 40 CFR 469.31).
Facilities that Incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring
may be waived. The solvent management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General
Permit. For those facilities electing to employ the TTO monitoring waiver, the discharger shall sign the following certification statement:
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
Page 1 of 3

"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for tots! toxic organics
(TTO), I certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or
stormwater runoff has occurred since filing the last discharge monitoring report. I further certify that this facility Is implementing the all the provisions of the
solvent management plan included in the Stormwater Pollution Preve Lion PI ."
Name�Print name)
z/, � �(
(Date)
Note: Results must be reported In numerical format. Do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -numerical
format. When results are below the applicable limits, they must be reported In the format. "<XX mlt/L". where XX is the numerical value of the detection
limit, reporting limit, etc. in mg/L.
Note: If you report a sample value In excess of the benchmark, you must Implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Part 8: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?'
Outfall No.
Date Sample
Collected'
{mo/dd/yr)
24-hoar rainfall
amount,
Inches'
Non -polar O&G/TPH by
EPA iW (SGT-HEM)
Total Suspended Solids
pH
Benchmarks
15 mg/L
100 mg/L or 50 mg/L'
&D— 9.0 SU
Footnotes from Part A also apply to this Part B
` See General Permit text, Table 5, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: If you report a sample value In excess of the benchmark, you must Implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/33/2017 SwU-245, last revised 4/9/2013
Page 2 of 3

FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEtDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL7 YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one cony of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results for of -end —of monitoring period
In the case o "No Df hor "re arts to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFQRMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision In accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons ctly re onsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aw rgrthat th a are nifica t nalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
/—
(SignatureTpermittee) (Date)
Permit Date: 11/1/2012-10/31/2017 SWU-245, last revised 4/9/2013
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