NCG030224_MONITORING INFO_20190122

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V oac)y
DOC TYPE
❑HISTORICAL FILE
'MONITORING REPORTS
DOC DATE
❑ c10(�
YYYYMMDD

Johnson I
Controls
To: Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
From: Zachary Levine, Environmental Supervisor
Dennis Yount, Plant Manager
Pages: 13
Date: January 22, 2019
Johnson Controls, Inc.
Power Solutions
2701 Johnson Controls Drive
Kernersville. NC 27284
[phone]
RECEIVED
JAN 2 5 2019
CCN- ttAL FH ES
DV1JR S ECTIQ;;"
Subject: December 2018 Semi -Annual Stormwater Monitoring Report
To Whom It May Concern:
A stormwater effluent sample collected December 28, 2018 had a lead concentration of 0.065 mg/L. The
benchmark value, per our Certificate of Coverage NCG030224 and under the auspices of the new general
permit effective November 1, 2018, is 0.075 mg/L. The sample results were received January 10, 2019, from
Research and Analytical Laboratories. All other testing parameters were below, or in the case of pH, within,
their respective benchmarks.
Included in this discharge monitoring report are the qualitative monitoring report, the quantitative monitoring
report, discharge calculations, and laboratory analysis results.
If you have any questions or comments, please contact Zachary Levine, Environmental Supervisor, via email at
[e-mail], or his cell phone at 336.287.5375.
Sincerely,
Dennis Yount

�F
Environmental
Quality
Stormwater Discharge OutfaH (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/CI I I 1 / I I I or Certificate of Coverage No.: NIC161.013/01 Z/Z4l
Facility Name: 1JAN6ta-3 C..o.j7Lai.5 TIr4-i UP
County: _Phone No. 33t -414V
Inspector: _zA _4L4 y Li
Date of Inspection: t 2 1-z d r /J2 0 ly
Time of Inspection: 30 g n
T
Total Event Precipitation (inches): i • I I
A 11 permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Regional Office.
By this signature, I certify that tg-j_ report is accurate and complete to the best of my knowledge:
1. Outfall Description:
Outfall No. dl Structure (pipe, ditch, etc.): LMQ
Receiving Stream:
"I've OW eK-J-L4 4fWV-
Describe the industrial activities that occur within the outfall drainage area:
Page l of 2
SWU-242, Last modified 06/01/2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: C� (-.r[1hrSao w63 0GateA.
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): N .+ - f
4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 0 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
0 2 3 4 5
7. Is there any foam in the stormwater discharge? O Yes 0 No.
S. is there an oil sheen in the stormwater discharge? OYes ®NO.
9. Is there evidence of erosion or deposition at the outfall? Q Yes 40 No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 06/01/2018

Stormwater Discharge Monitoring Repor
for North Carolina Division of Energy, Mineral and Land Resources General Permit No. NCG030000
Date submitted i z
I
CERTIFICATE OF COVERAGE NO. NCG03r) z z
FACILITY NAME-nkaxn., c.,_WLutN Tkcw' Ltiw t Q�I Ap
COUNTY._4N1SJTu
PERSON COLLECTING SAMPLES Z4--M\A t.Y ILE
LABORATORYR±C� .. R>At Lab Cert. # 3710
Comments on sample collection or analysis:
Part A. Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 20 }P
SAMPLE PERIOD Jan -June Q July -Dec
or ❑ Monthly'(month).
DISCHARGING TO�CLASS ❑ORW ❑HQW []Trout ❑PNA
❑Zero -flow []WaterSupply ❑SA
]Other WS-11( �^
E
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4
� ❑ No discharge this period?'
Outfall No.
Date Sample
Collected 1
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Total Suspended Solids
pH,
Standard units
Total Copper
Total Lead
Total Zinc
E
Non -Polar O&G/3
Total Petroleum
Hydrocarbons
Total Toxic
Organics5
Benchmarks
_
-
100 mg/L or 50 mg/O
6.0 — 9.0
0.010 mg/L
0.075 mg/L
0.126 mg/L
15 mg/L
1 mg/L
Parameter Code
-
46529
C0530
00400
01119
101051
01094
00552 6
78141
Z zr i
}.7.t
1!. M2A.
o
<a.ofl5
0 i
i
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.
'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, Section 6, Table 1 to identify the especially sensitive receiving water classifications where the more protective benchmark applies.
s 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). 1
Permit Date: 11/1/2018-05/31/2021 i 5WU-245, last revised 11/1/2018
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 folloiing certification statement:
I
"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 Prevention Plan."
�Acriati� f.eutu�
Name (Print name)
Title (Print title)
Sign D to
i
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 ms/U, 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 Resuits: only for facilities averaging > 55 gal of new, oil per month.
Ii ❑ No discharge this period 22
Outfall No.
Date Sample Collected'
(mo/dd/yr)
24-hour rainfall amount,
Inches3
New Motor Oil or
Hydraulic Oil Usage
Non Polar O&G/ Total
Petroli um Hydrocarbons
Total Suspended
Solids
Benchmarks
-
-
-
I 15 mg/L
100 mg/L or 50 mg/O
Parameter Code
-
46529
NCOIL
I 00552
C0530
i
I
I
Footnotes from Part A also apply to Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1,
Permit Date:11/1/2018-05/31/2021
Tier 2, or Tier 3 !responses.
i
See General Permit text.
SWU-245, last revised 11/1/2018
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 II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDANCES FOR THE SAME PARAMETER ATANY,ONE OUTFALL? YES ❑ N0)Q
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME: i
Mail an original 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 Discharae" reports) to: f
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 j
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 supervise In 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. I
am aware that there are sign ificant-Renalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
% /-zc 2=,!
Da e
Permit Date: 11/1/2018-05/31/2021 SWU-245, last revised 11/1/2018
Page 3 of 3

I
I
STORMWATER DISCHARGE OUTFALL (SDO)
ANNUAL SUMMARY DATA MONITORING REPORT (DMR) / SPPP Annual Update DATA REVIEW FORM
Calendar Year Zai
Individual NPDES Permit No. NCSJ
Certificate of Coverage (COC) No. NCG
❑❑❑❑ or
FzlDJ]Q
E
This monitoring report summary of the calendar year should be kept on file on -site with the facility SPPP.
Facility Name: SokNf,N co y-rcitir twrreLk (,a-,,,p
County:
Phone Number: (31-n ) sqrg-
Total no. of SDOs monitored
Outfall No. 'o
Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ Nod.]
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ Nog
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued? i
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
Was this SDO monitored because of vehicle maintenance activities? Yes ❑ Noz
Total
Rainfall,
inches
Parameter,
units
TU f
i�
r7K� Ia�IF2
rarrec j.,,
7'�, 4L
Benchmark
N/A
4
(v~
d• oro c.
o.o S L
�•!Z�
' Date Sample
Collected,
mm/dd/yy
Elm
I I==
I===
Fh 14
�P. o 4
s O. 0�5
O. 06
D
i
SWU-264 - Generic Annual DMR
Last revised 6/01/201 &

Additional Outfall Attachment
Outfall No.
i
Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No ❑
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes No ❑
If this outfall was in Tier 2 last year, wiry was monthly monitoring discontinued? E
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
Was this SDO monitored because of vehicle maintenance activities? Yes ❑ No ❑
Tota I.
Rainfall
inches;=MMMMMMMI
Parameter, (units)
mmlddlyy
SWU-264 - Generic Annual DMR
Last revised 610IM18

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. I am aware that there are significant penalties for submitting false information,
including the possibility of fine�,s�pldl sonment for knowing violations." j
Signature
Date //VII-, 1
DEMLR Regional Office Contact Infor
RASH �rIiaLE REGIONAL, UFR-RUE
FAYETTEUILLE REGIONAL OFM
MMRESVILLE REGIONAL OFFICE
2090 US Highway 70
225 Green Street
610 East Center Avenue/Suite 301
Swannanoa, NC 28778
Systel Building Suite 714
I Mooresville, NC 28115
[phone]
Fayetteville, NC 28301-5043
[phone]
910) 433-3300
AWFEIGN REGIONAL, OFFIC**
WfASHING 1 ON REGIONAL OFFICE
ILMING7 ON REGIpNAL;OF?FICE
943 Washington Square Mall
127 Cardinal Drive Extension
3800 Barrett Drive
Raleigh, NC 27609
[phone]
Washington, NC 27989
[phone]
! Wilmington, NC 28405-2845
[phone]
WINSTON*SALEM REGIONAL OFFf6
CENTI&IH OFFICE
1617 Mail Service Center
i
450 Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Raleigh, NC 27699-1617
G
[phone]
[phone]
SWU-264 -Generic Annual I]MR
Last revised 6/01/2018

Stormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
2018 Calendar Year
12/28/2018 Precipitation Event
COC: NCG-030224
Modification to calculations sheet
During our calculations for Form R for calendar year 2016, Beth Morton P.E. and Zachary Levine, Environmental Supervisor for
the Kernersville Plant of JCBG US, discovered an error in the calculations that had previously been submitted. The error was
based on the total built -upon area of the site and the coefficient we'd been using of 0.5 for pervious surfaces. While a majority
of our built -upon site is impervious, the pervious acreage is grass, which has a runoff coefficient of 0.35. The calculations below
reflect the changes made to the formula we used for Form R CY2016.
In 2018 we began construction on a building expansion. The increase in roof square footage (and reduction in paved surface;
the runoff coefficient for both surfaces is the same) was 7700 square feet. This is reflected in the calculations as well.
The snapshot at the bottom of this document shows the changes in an Excel spreadsheet where we conducted our
-calculations. --
Rationale for Discharge Calculations
The rational formula is used for the basis of the calculation. The rational formula has been developed to calculate the rate of
run-off from a rain event of a given intensity over a given area. The formula is written:
Q = C*I*A
where: Q is the rate of run-off flow in cubic feet per second (CFS)
I is the rain intensity in inches per hour
A is the land area contributing to run-off to the discharge point
and: C is the run-off coefficient which ranges from 0 for a completely pervious surface to 0.90 for a completely
impervious surface.
The rational formula results from the fact that, for a completely impervious surface, a rainfall of one inch of a period of one
hour on an area of one acre will result in a run-off discharge of one CFS. The run-off coefficient C can be thought of as a
correction factor based on the percentage of the total rainfall which will run off from a given area due to how pervious or
impervious the surface of that area is. Since the discharge permit for this facility requires an estimate of the total discharge
from the storm event during which samples are collected, we will used a modified form of the rational formula to calculate the
total discharge as follows:
Qt = C*R*A*0.027
where: Qt is the total discharge in million gallons
C is the run-off coefficient as defined above
R is the total amount of rainfall in inches
A is the surface area contributing flow to the sample location in acres
and: The constant 0.027 in the modified equation corrects the units to million gallons based on the fact that 1 acre -
inch = 0.027 million gallons.
For drainage areas which are comprised of a combination of pervious and impervious areas, the formula can be written as
follows:
(It = [C1A1 + CZA21(13)(0.027)
where: Cr = C factor for pervious surfaces
Al = pervious area contributing to the outfall in acres
C2 = C factor for impervious areas
A2 = impervious area contributing to the outfall in acres

Discharge Calculation
The total rainfall for the June 26, 2018 storm during which samples were collected at this facility was 0.1 inches (R). We will use
generally accepted conservative estimates of the run-off coefficient of C1= 0.35 for grass surface areas and C2 = 0.90 for
impervious areas. For the pervious areas A1= 3.11 acres and for the impervious areas Az = 15.4 acres.
Qt = [C1A1 + C2A2](R)(0.027)
Qt =[(0.35)(3.11)+(0.9)(15.4)1(1.21)(0.027)
Qt = (1.0885+13.86)(1.21)(0.027)
Qt = 14.9485*1.21*0.027
Qt = 0.4884
Therefore, the total discharge in million gallons during the December 28, 2018 storm during which samples were collected at
this facility was: Qt = 0.4894 million gallons (488,400 gallons).
TORMVI/ATERLEA ��kDISGHARGE4:
;...
'k r:� .lt T�t.xfn f ,' t�
h r ` -Berea gr'28�2018- ci
P.reo�at�on
"5urffaceYArea
Estimated Area
Run ofi
Precip ratio
F #imated:
Repor#ed Le ad
3
Descnptfon
(sgsRj
Coeffic ent'
fbr Rainfalln,a
Volume=,
�Conc�f(mg/Lj
rEstirnatW
Quaint�iysofLead`,
[Cn]
Eveirt December
FractEon
i#Lab AnitYses
C) scbarged ^to ,.
7'
�`28,r2018
Routed to the
of SW; Y=
ReceiOingiSbr eam
[lriche`s]""
Pond:
Samples]'`"
jPounds]
_ ... .. .
-, uu._ ,. .. .
Y.. _
Grass
135,545
0.35
1.21
0.10
0.065
0.0003
i Gravel
0
0.75 1
1.21
1.00
0.065
0.0000
Roof
344,700
0.90
1.21
1.00
0.065
0.0169
Pavement
333.050
0.90
1.21
1.00
0.066
0.0164
813,295
Total Estimated Quantity of Lead Discharged via Storm Water Runoff on December 28, 2018 (lbs) =
0.0336
'
'
Pb Emission Per EPA Rounding
0.034
(Ibs)=

R
RESEARCh & ANA yTICA[
LAbORATORIES, INC.
Report of Analysis
1l8/20 1 9
414tJ1111sr,po
Johnson
For: Control/Battery Division
�•`��G''�&Yr/�����
P.O_ Box 1667
rur��
Kernersville, NC 27285
°C NClt34 c�
Z;
Attn: Zachary Levine
nlc#377oi
01
Client Sample ID: Stormwater 001
Lair Sample ID:
60991-01
Date.,_1
2128/2018-7:30- - -----
Parameter Method
Result
Units
Rep Limit Analyst Analysis Date/Time
Copper, Total EPA 200.7
eo.005
mg/L
0.005
JF 1/2/2019
Lead, Total EPA 200.7
0.065
mg/L
0.005
JF 1/2/2019
pH SM 4500 H+B-2000
7.04
Sid. Units
AB 12/3112018 1610
Total Suspended Solids (TSS) SM 2540 D-1997
11.8
mg/L
5
AW 1/4/2019
Zinc, Total EPA 200.7
0,120
mg/L
0.01
JF 1/2/2019
NA = not onctyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www,randalabs.com Page 1
rai coa basic v1d

nl
RESEARCh& ANA[y TSCAL
LAbORATORfES, INC.
Anal Licai J Process CcnsulLations
Phone [phone]
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Johnson 0)1(1
Controls
To: Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
From: Zachary Levine, Environmental Supervisor
Dennis Yount, Plant Manager
Pages: IT uL 41 Qua
Johnson Controls, Inc.
Power Solutions
2701 Johnson Controls Drive
Kernersville, NC 27284
[phone]
� S
Date: July 13, 2018
�N1R
Subject: Semi-annual Stormwater Monitoring Report; Exceedance of Benchmark for Lead at Johnson
Controls Inc., Kernersville
To Whom It May Concern:
A stormwater effluent sample collected June 26, 2018 had a lead concentration of 0.034 mg/L. The benchmark
value, per our General Permit, is 0.033 mg/L. The sample results were received July 10, 2018, from Research
and Analytical Laboratories. Per the tier one response requirements, a stormwater management inspection of the
facility was conducted July 12, 2018. During our June monthly inspection (June 6, 2018; attached to this report)
we identified numerous areas outside the facility that needed cleaning and removal of old piping, PVC, and
equipment. Our facilities team was tasked with cleaning and removal; the project was completed June 29, 2018.
We also commenced construction on a building expansion (under our operations and construction permit from
Forsyth County Office of Environmental Assistance and Protection). We had erosion control measures in plant
in compliance with City of Winston-Salem building permits but have since reinforced proper behaviors for
contractors working on -site to ensure they are not carrying metals out of the plant on their PPE, clothes, and
tools. We are also looking into the current effectiveness of our retention pond to determine if there is any
necessary corrective maintenance.
Per tier one reporting requirements, the follow-up inspection was July 10, 2018, We will continue to monitor
influent locations and all activities associated with the industrial activity taking place inside and outside the
plant that could affect stormwater discharge. Possible sources of contamination will receive immediate
corrective actions and we will also further implement BMPs to mitigate risk. We will collect a second 2018 bi-
annual sample after the 60 days.
If you have any questions or comments, please contact Zachary Levine, Environmental Supervisor, via email at
[e-mail], his cell phone at 336.287.5375.
Sincerely,
Dennis Yount
r�

RESEARCh & ANA[YTICA1
��. LAbORATORiESr INC.
For: Johnson ControUBattery Division
P.O. Box 1667
Kernersville, NC 27285
Attn: Zachary Levine
Report of Analysis
7/9/2Q 18
t'j'italI mrjt
`~ Kl : '• `� L" C •, � sir
•us NC#34 Z.
I
NC #37701
4
Al
Client Sample ID: Outfall 001 Lab Sample 1D: 52591-01
Site: Johnson Controls Collection Date: 6/26/2018 7:00
Parameter Method Result Units Rep Limit Analys Analysis Date/Time
Copper, Total EPA 200.7 0.010 mg/L 0.005 LP 7/3/2018
Lead, Total
EPA 200.7
Total Suspended Solids (TSS) SM 2540 D-1997
Zinc, Total
EPA 200.7
0.034
mg/L
0,005
LP
7/3/2018
<5
mg/L
5
AW
7/2/2018
0,179
mg/L
0.01
LP
7/3/2018
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs_corn Page 1

RESEARCh & ANAlyTiCAI
UbORATORIES, INC.
Analytical 1 Process Consultations
Phone [phone]
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RECEI D BY
REMARKS:
SAMPLE TEMPERATURE AT RECEIPT QC
R
D E
RECEIVED BY
U.

Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit https:lldeg.nc.gov/ahout/divisions/energy-mineral-land-
resources/enema-mineral-land-permi ts /stormwater-permits/npdes-industrial-sw#tab-4
Permit No.: N/C/G/0/3/0/2/Z/4/ or Certificate of Coverage No.:
Facility Name: Johnson Controls Inc. Power Solutions US
County: Fors h Phone No. 336.287.5375
Inspector: Zacha Levine
Date of Inspection: June 26.2018 R E C E I V t u
Time of Inspection: 7:OOAM JUL 2 4 2018
CENTRAL FILES
Total Event Precipitation (inches): 01" DWR SECTION
Was this a "Representative Storm Event"
X Yes
❑ No
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DEMLR Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
Page 1 of 1
5WU-242, Last modified 07/28/2017

1. Outfall Description:
Qutfall No.1�0 t—_ Structure (pipe, ditch, etc.) Pot�n
Receiving Stream: L--'-- -I-Q-i C-R-M? ..
Describe the industri activities that occur within the outfall drainage area:
�iA�i�s'IOTj.,�.A.r
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Mo5` LJ ClL Af-- R"tq '�K gdaxTI..Y l�Q9tiJ kl -Cad-F.�.)
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): tJ0-->
4. Charity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
G
2 3 4 5
S. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids-
1 vi 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 � 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
S. Is there an oil sheen in the stormwater discharge? Yes o
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
y
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SViTU-242, Last modified 10/25/2012

CERTIFICATE OF COVERAGE NO. NCG03 O 2 Z
FACILITY NAME
COUNTY/ --
PERSON COLLECTING SAMPLES oomf_Y (turn—, IF
LABORATORY644 144Ue4 f t.=l Lab Cert. # 34-^/c E .3 ;Zo (
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
Semi-annual Stormwater Discharge Monitoring Re ort
for North Carolina Division of Water Q alit General Permit No. NCG030000
Date submitted :71
SAMPLE COLLECK11ON YEAR -20l
SAMPLE PERIOD Jan -June ❑ July -Dec
or monthly' month
DISCHARGING TO CLASS ❑0RW ❑HQW []Trout ❑PNA
[]zero -flow ❑Water Supply []SA
Other Srnr.«,wA - 4-�-�_ Tsa.) Po Q,0
PLEASE REMEMBER TO SIGN ON PAGES 2 AND/OR 3 4
❑ No discharge this period
Dutfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches'
Total Suspended Solids
pH,
Standard units
Copper
Lead
Zinc
Non -Polar 0&G/
Total Petroleum
Hydrocarbons
Total Toxic
organics5.
Benchmarks
100 mg/L or 50 mg/L
6.0 — 9.0
0.007 mg/L
0.033 mg/L
0.067 mg/L
15 mg/L
1 mg/L
0,0roM
p
1 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.
'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.
a See General Permlt,.Table 3 identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
s 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 10/25/2012
1 + Page 1 of 3 }

Facilities that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTd i.,onitoring
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 Prevention Plan."
Name (Print name)
Title (Print title)
I9 Za1�
(' r (D e)
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,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pN,
Benchmarks ===>
_
-
15 mg/L
100 mg/L or 50 mg/L*
6.0 — 9.0 5U
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: 11/1/2012-10/31/201i SWU-245, last revised 10/25/2012
Page 2 of 3

Note: 1f you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 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 ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy of this DM14 including all "No Discharge" reports, within 30_days of recei t of the lab results or at end of monitoring eriod
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 significant penalties for submitting false Information, Including the possibility of fines and imprisonment for knowing violations,"
2, z�i
(date/
Permit Dat-11/1/2012-10/31/2017 SWU-245, last revised 10/25/2012
1 I Page 3 of 3 1

Stormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
2018 Calendar Year
Modification to calculations sheet
During our calculations for Form R for calendar year 2016, Beth Morton P.E. and Zachary Levine, Environmental Supervisor for
the Kernersville Plant of JCBG US, discovered an error in the calculations that had previously been submitted. The error was
based on the total built -upon area of the site and the coefficient we'd been using of 0.5 for pervious surfaces. While a majority
of our built -upon site is impervious, the pervious acreage is grass, which has a runoff coefficient of 0.35. The calculations below
reflect the changes made to the formula we used for Form R CY2016.
In 2018 we began construction on a building expansion. The increase in roof square footage (and reduction in paved surface;
the runoff coefficient for both surfaces is the same) was 7700 square feet. This is reflected in the calculations as well.
The snapshot at the bottom of this document shows the changes in an Excel spreadsheet where we conducted our
calculations.
Rationale for Discharge Calculations
The rational formula is used for the basis of the calculation. The rational formula has been developed to calculate the rate of
run-off from a rain event of a given intensity over a given area. The formula is written:
Q= C*I*A
where: Q is the rate of run-off flow in cubic feet per second (CFS)
I is the rain intensity in inches per hour
A is the land area contributing to run-off to the discharge point
and: C is the run-off coefficient which ranges from 0 for a completely pervious surface to 0.90 for a completely
impervious surface.
The rational formula results from the fact that, for a completely impervious surface, a rainfall of one inch of a period of one
hour on an area of one acre will result in a run-off discharge of one CFS. The run-off coefficient C can be thought of as a
correction factor based on the percentage of the total rainfall which will run off from a given area due to how pervious or
impervious the surface of that area is. Since the discharge permit for this facility requires an estimate of the total discharge
from the storm event during which samples are collected, we will used a modified form of the rational formula to calculate the
total discharge as follows:
Qt = C* R*A*0.027
where: Qt is the total discharge in million gallons
C is the run-off coefficient as defined above
R is the total amount of rainfall in inches
A is the surface area contributing flow to the sample location in acres
and: The constant 0.027 in the modified equation corrects the units to million gallons based on the fact that 1 acre -
inch = 0.027 million gallons.
For drainage areas which are comprised of a combination of pervious and impervious areas, the formula can be written as
follows:
Qt = (CA. + CzA I(R)(0.027)
where: C1= C factor for pervious surfaces
Al = pervious area contributing to the outfall in acres
Cz = C factor for impervious areas
Az = impervious area contributing to the outfall in acres
Discharge Calculation

The total rainfall for the June 26, 2018 storm during which samples were collected at this facility was 0.1 inches (R). We will use
generally accepted conservative estimates of the run-off coefficient of C1= 0.35 for grass surface areas and Cz = 0.90 for
impervious areas. For the pervious areas A1= 3.11 acres and for the impervious areas Az = 15.4 acres.
Qt = Kik + C2A21(11)(0.027)
Qt = I(0.35)(3.11)+(0.9)(15.4)1(0.1)(0.027)
Qt = (1.0885+13.86)(0.1)(0.027)
Qx = 14.9485*0.1*0.027
Qt = 0.040361
Therefore, the total discharge in million gallons during the June 26, 2018 storm during which samples were collected at this
facility was: Cb = 0.040361 million gallons (40,361 gallons).
t _ � ti �� ;June 2fi� 2©18Preci ita`�t�an Erfer�t `" � � r
Surfa Area
Descnptton
:: P ':;
F€sti�ated Area;
[sq.ft:�`
� �Run��ff
Goemcienf
�Cnj , '
Pre�cyprtatr�n
for Rainfall)
.Event.lune 26,
Z018
Vcilurne
Fraction "
Routed to tte
R
Rep ad' eid
Cone. (nigf�L)
'[�f ala Analy
`of SW
�0.034
a Estimated
qQu tity flf Lead
Daiged'ta
Receiving Stream
Grass
135,545
0.35
0.10
0.10
0.0000
j Gravel
0
0.75
0.10
1.00
0.034
0.0000
Roof
344,700
0.90
0.10
1.00
0.034
0.0007
Pavement
333,050
0.90
0.10
1.00
0.034
0.0007
813,295
Total Estimated Quantity of Lead Discharged via Storm Water Runoff on June 26, 2018 Qbs) =
0.0015
Pb Emission Per EPA Rounding
(ibs)=
0.002
* Total site built upon area is approximately 18.51 acres = 006,295 sq. ft. (14ugh Greed Associates Aug_ 19,
20131
— The rainfall for the event was obtained from the Piedmont Tnad International Airport
Sample Gale_ Quantity of Lead Discharged from Grassed area
135,545 sq_ft. x 0.35x 37.95 inches x 0.1 x 1 foot/12 inches x 0.495 mg/L x 7.48 gaYcu_ft. x 3.78 Ugal x 1
kg/1000000 mg x 2.205 lbsft = Q 0044 lbs

•
ENVIRONMENTAL
SWPPP 1 SPCC Monthly Site Inspection and Best Management Practices
Date: Inspected by:-Ata0%-i tk LmxL
Weather �o ditions: CSC � "T+ 1.o �� ;+�[�+d`( 1�p�.rs�,3, ACQV A" >t.i
No.
DESCRIPTION
CONDITION
COMMENTS"
Work Required to Correct
1
Outdoor Areas: (Check all outdoor areas for evidence of
oil 1 chemical spills, fuel leaks, wood, trash, and debris)
'a�
PaintfFlammable Storage Building
Transformer Oil (Check transformers & pad areas for oil
leakage.)
Transfer Truck/ Trailer Parking
Y--
Erosion Problems causing sediment runoff
d�
Drain at Garage
Yard Storage — no exposed materialsldumpsters etc.
/�'�
'CA "1c a"0"Or (�lp,r►t wiz f. 46 VQW
2
Loading and Unloading Areas:
Truck Docks (Check for spills, leaks, housekeeping)
S$�„Q�Z� �N
Sulfuric Acid Bulk Storage Building/Containment
�/rc °�'
P"a�i
arc %.�,
Lead Oxide Unloading Point
%t T bb-.on
+jN' yoj 1. �� k%% 1 QA.,M vb
3
Collection Basins discharging to pond observed and
found unclogged, free of debris, no evidence of oil, etc.
-
Stormwater Discharge Outfall Visual Inspection / check
for: Color Oil Sheen Staining Foam
!�y1,ro1 jati ID 016V W ti'� C�t� i ittAwu
Flow - - Odor - - - —
Trash- does pond appear in good biological health?)�'�+�i;•t'
4
Inside Areas: (Check for evidence of spills, leakage)
Manufacturing Plant: All in plant dikingtcontained?
D)"
Parts Washers
014
Boiler room 55 gallon drums
p i-
Maintenance Shop/Tool Crib
a V—
Bulk Fluid Storage - COS (containment & pit condition)
v
Cimstar Coolant & Velocite Storage @ Chemset Lab
O
Kerosene Drums (containment condition)
o if -
Air Compressors
O
Mero a Stora a in Sovema Behind Mill #1
p
5
Roof: (Evidence of oxide or other contamination?)
O le -
REVISION:
FORM:
DATE:
PAGE:
11
WS-ENV-FORM-Q8
1112116
1 of 1

ENVIRONMENTAL
SWPPP I SPCC Monthly Site Inspection and Best Management Practices
Date: Inspected by: -J*Q4Q4-1 Ct=�sti�
WeatherConditions:
No.
DESCRIPTION
CONDITION
COMMENTS'
Work Required to Correct
1
Outdoor Areas: (Check all outdoor areas for evidence of
Ctc *v-0 Ar,J"Jra -t s
oil / chemical spills, fuel leaks, wood, trash, and debris)
r
R��•o'hE'� Q�,,, pdMr,w4�r
Paint/Flammable Storage Building
Transformer Oil (Check transformers & pad areas for oil
PV i.� r+�� r�'S �s LS '-'°o!Y' .•t Fti►L TICS
) M� rftj
leakage.)
Gat- ny+vat��Eij )s 4Y'Cr]11.GIJg1 3►��a4�'c� aC
Transfer Truck/ Trailer Parking
�'LE'�° •� r L Q��,r tet � yo Lw-d + JaT
Erosion Problems causing sediment runoff
CZsti �� `'I hate j x 1�4r
Drain at Garage
Yard Storage — no exposed materials/dum stern etc.
2
Loading and Unloading Areas:
Truck Docks (Check for spills, leaks, housekeeping)
%
Sulfuric Acid Bulk Storage Building/Containment
J
Lead Oxide Unloading Point
+
3
Collection Basins discharging to pond observed and
found unclogged, free of debris, no evidence of oil, etc.
/
Stormwater Discharge Outfa[I (usual Inspection / check
✓
for: Flow - Color - Odor - Oil Sheen - Staining - Foam —
Trash- does pond appear in good biological health?)
4
Inside Areas: (Check for evidence of spills, leakage)
Manufacturing Plant: All in plant dikinglcontained?
Parts Washers
/
Boiler room 55 gallon drums
✓
Maintenance ShopiTool Crib
Bulk Fluid Storage - COS (containment & pit condition)
,
Cimstar Coolant & Velocite Storage @ Chemset Lab
/
Kerosene Drums (containment condition)
/
Air Compressors
Meropa Storage in Sovema Behind Mill #1
5
Roof: (Evidence of oxide or other contamination?)
REVISION:
FORM: DATE:
PAGE:
11
WS-ENV-1`0RM-08 1/12/16
1 of 1

fo S t
Johnson 0)1(1
Controls
To: Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
From: Zachary Levine, Environmental Supervisor
Dennis Yount, Plant Manager
Pages: 2
Date: October 3, 2017
Johnson Controls, Inc.
Power Solutions
2701 Johnson Controls Drive
Kernersville, NC 27284
[phone]
RECEIVED
OU 2 0 2017
CENTRAL FILES
DWR SECTION
Subject: Tier II Stormwater Monitoring Report for September 2017; Notice of No Measureable Storm
Event
To Whom It May Concern:
Per the Tier II reporting requirements of our stormwater general permit NCG030224, we are submitting a
Qualitative Monitoring Report for the month of September 2017.
We received the results of our June sample July 28, 2017, which triggered the Tier II response for the months of
July, August, and September 2017.
This letter is to notify that there was no measureable discharge event at our facility in September 2017.
We identified several areas of potential contamination and have taken corrective steps in accordance with our
stormwater pollution prevention plan to prevent future exceedances, including receiving training and
certification as Stormwater Best Management Practices Inspection & Maintenance Professional for Zachary
Levine, Environmental Supervisor. Ongoing trainings for management will help ensure future compliance.
We will continue to monitor influent locations and all activities associated with the industrial activity taking
place inside and outside the plant that could affect stormwater discharge. Possible sources of contamination will
receive immediate corrective actions and we will also further implement BMPs to mitigate risk.
This completes our Tier iI reporting requirements as defined in our general permit, NCG030224. We will
continue with bi-annual Tier I reporting requirements going forward.
If you have any questions or comments, please contact Zachary Levine, Environmental Supervisor, via email at
[e-mail] or his cell phone at 336.287.5375.
Sincerely,
Dennis Yount

If ,
t
Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit https://deq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-permits/stormwater-permits/npdes-industrial-sw#tab-4
Permit No.: N/C/G/Q/3/0/2/2/4/ or Certificate of Coverage No.:
Facility Name: Johnson Controls Inc. Power Solutions US
County: Fors h Phone No. 336.287.S375
Inspector: Zachary Levine
Date of Inspection: Month of September 2017
Time of Inspection: Discharge No Measureable Discharge for Month of September 2017
Total Event Precipitation (inches): 0.00"
Was this a "Representative Storm Event"
❑ Yes ❑ No
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event' is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
i obtains approval from the local DEMLR Regional Office.
By this signature, I certify that this report is accurate and complete to the best of m wledge:
{ ///y 9'-7
r
) �A
(Signature of Permittee 4 Designee)
Page 1ofI
SWU-242, Last modified 07/28/2017

Johnson of(,
Controls
Johnson Controls, Inc.
Power Solutions
2701 Johnson Controls Drive
Kernersville, NC 27284
[phone]
To:
Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVED
From:
Zachary Levine, Environmental Supervisor
SEP 2 5 2017
Dennis Yount, Plant Manager
CEN3'RP+L �,��1
DWR SEC
Pages:
10
Date:
September 20, 2017
Subject:
August 29 Tier II Sampling Stormwater Monitoring
Report
To Whom It May Concern:
Per the Tier 11 reporting requirements of our stormwater general permit NCG030224, we are submitting a
Qualitative Monitoring Report and laboratory analysis for the month of August 2017.
A stormwater effluent sample collected August 29, 2017 had a lead concentration of 0.010 mg/L. The
benchmark value, per our General Permit, is 0.030 mg/L. The sample results were received Monday September
18, 2017 from Research and Analytical Laboratories.
Per tier two reporting requirements, in the event our facility receives a measureable precipitation event as
defined by the general permit, #NCG030224, for the month of September, we will collect samples and report
analysis results to the Division of Water Quality for the month of September, in order to remain compliant and
in anticipation of returning to tier one reporting requirements.
If you have any questions or comments, please contact Zachary Levine, Environmental Supervisor, via email at
[e-mail], his cell phone at 336.287.5375, or his office phone at 336.734.2429.
Sincerely,
Dennis Yount

5tormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
2017 Calendar Year
Modification to calculations sheet
During our calculations for Form R for calendar year 2016, Beth Morton P.E. and Zachary Levine, Environmental Supervisor for
the Kernersville Plant of JCBG US, discovered an error in the calculations that had previously been submitted. The error was
based on the total built -upon area of the site and the coefficient we'd been using of 0.5 for pervious surfaces. While a majority
of our built -upon site is impervious, the pervious acreage is grass, which has a runoff coefficient of 0.35. The calculations below
reflect the changes made to the formula we used for Form R CY2016. The snapshot at the bottom of this document shows the
changes in an Excel spreadsheet where we conducted our calculations.
Rationale for Discharge Calculations
The rational formula is used for the basis of the calculation. The rational formula has been developed to calculate the rate of
run-off from a rain event of a given intensity over a given area. The formula is written:
Q = C*I*A
where: Q is the rate of run-off flow in cubic feet per second (CFS)
I is the rain intensity in inches per hour
A is the land area contributing to run-off to the discharge point
and: C is the run-off coefficient which ranges from 0 for a completely pervious surface to 0.90 for a completely
impervious surface.
The rational formula results from the fact that, for a completely impervious surface, a rainfall of one inch of a period of one
hour on an area of one acre will result in a run-off discharge of one CFS. The run-off coefficient C can be thought of as a
correction factor based on the percentage of the total rainfall which will run off from a given area due to how pervious or
impervious the surface of that area is. Since the discharge permit for this facility requires an estimate of the total discharge
from the storm event during which samples are collected, we will used a modified form of the rational formula to calculate the
total discharge as follows:
Qt = C*R*A*0.027
where: Qt is the total discharge in million gallons
C is the run-off coefficient as defined above
R is the total amount of rainfall in inches
A is the surface area contributing flow to the sample location in acres
and: The constant 0.027 in the modified equation corrects the units to million gallons based on the fact that 1 acre -
inch = 0.027 million gallons.
For drainage areas which are comprised of a combination of pervious and impervious areas, the formula can be written as
follows:
Qt = [CA t C2A RR)(0.027)
where: C1= C factor for pervious surfaces
A, = pervious area contributing to the outfall in acres -
C2 = C factor for impervious areas
A2 = impervious area contributing to the outfall in acres
Discharge Calculation
The total rainfall for the August 29, 2017 storm during which samples were collected at this facility was 0.33 inches (R). We will
use generally accepted conservative estimates of the run-off coefficient of C1= 0.35 for grass surface areas and C2 = 0.90 for
impervious areas. For the pervious areas Al = 3.11 acres and for the impervious areas A2 = 15.4 acres

Qt = [C,Ai + C2A2](R)(0.027)
Qz =[(0.35)(3.11)+(0.9)(15.4)1(0.33)(0.027)
QL = (1.0885+13.86)(0.33)(0.027)
% = 14.9485 *0.33 *0.027
Qr = 0.133191
Therefore, the total discharge in million gallons during the August 29, 2017 storm during which samples were collected at this
facility was: Cis = 0.133191 million gallons (133,191 gallons).
STQRMINATER LEAD D1S.CHARGE LL
_d
SurfacelArea
Esdmated'Area
` Run-0ff
Precipitation
Estimated
Reported Lead
Estimated
Description
(sq.ft_r
Coefficient
for Rainfall
Volume
Conc. (mglL)
Quantity of Lead .
Event August 29,
Fraction
[ Lab A"lyses
Discharged to
g
2017
Routed to_ the
of 5W
Receiving Stream
f
[inches`"
Pond
Samples p
[Ppundol
x
Grass
135,W
0.35
0.33
0.10
0.010
0.0000
Gravel
0
0.75
0.33
1.00
0.010
0.0000
Roof
330,000
0.90
0.33
1.00
0.010
0.0007
Pavement
340,750
0.90
0.33
1.00
0.010
0.0007
806,296
I
Total Estimated Quantity of Lead Discharged via Storm Water Runoff on August 29, 2017 (Ibs) =
0.0014
Emission Per EPA Roundtng
{
�Pb
(lbs)=
0.010
Total site buitt upon area is approximately 18.51 acres = 806,295 sq. fit (Hugh Creed Associates Aug_ 19,
20131
— The rainfafl for the event was obtained from the Piedmont Triad International Airport
Sample Calc. Quantify of Lead Discharged from Grassed area
135,545 sq_ ff_ x 0.35x 37 95 inches x 0.1 x 1 foot112 inches x 0.495 mgk x 7.48 gal/cu_tt_ x 3.78 Ugal x 1
kg/1000000 mg x 2.2051bs -g = 0.0044 lbs

RESEARCh & A►NAlyTICAI
LABORATORIES, INC.
Analytical/Process Consultations
September 13, 2017
Johnson Controls Battery Division
P.O. Box 1667
Kernersville, NC 27285
Attention: Zack Levine
Chemical Analysis for Stormwater Sampling Identified as Johnson Control Battery Group, collected 29 August 2017
L
Project Number: NIA
NPDCS#: NCG030224
Sample
RAIL
Sampling
Sampling
Total
Total
Total
Date
Identification
Sample
Date
Time
Lead
Copper
Zinc
Analyzed
Number
(mg/L)
(mg/L)
(mg/L)
IE001
39554-01
08/29/17
0730
0.010
0.013
0.170
09/08/17
Analyst: KL
mg/L = milligrams per Liter = parts per million (PPM) < = less than or Below Quantitation Limit (BQL)

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE NO. NCO03 0224
FACILITY NAME Johnson Controls Battery Division _
PERSON COLLECTING SAMPLE(S) Glenn Price
CERTIFIED LABORATORY(S) R & A Laboratories, Inc. Lab # _ 34
Lab #
Part A: Specific Monitoring Requirements
SAMPLES COLLECTED DURING CALENDAR YEAR: 2017
(all samples collected during a calendar year, shall be reported no later
than January 31 of the following year)
COUNTY Forsyth
PHONE 3 - 550
(S j!��N
EE}
Bys re, I certify that this report is accurate and
complete to the best of my knowledge.
Outfall
No.
Date
Sample
Collected
50050
00400
00530
01051
Total .
Flow.
pH...
Total
Suspended.
Solids
Lead
Copper, Tot
Zluc, Tot
moldd/yr
MG
unit
mg/1
mg/I
mg/1
mg/I
001
08/29/17
0.309
0.010
0.013
0.170
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? _yes X no
(if yes, complete Part B)
Part B: Vehicle Maintenance Activil y Monitoring Re ulrements
Outfall :
No.
Date
Sample
Collected
50054 :
O0656::::: ;
:00530
00400
:..::.
:`Total
Flow
. Totah :'.
oil, and
Grease
Total
Suspended
Solids
pH
: New Motor
Oil Usage
mo/dd/ r
MG
m I
m PA
unit
al/mo
STORM EVENT CHARACTERISTICS:
Date 8/29/2017
Total Event Precipitation (inches): 0.33
Event Duration (hours): 3
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches): N/A
Event Duration (hours): N/A
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, NC 27626-1617
Copy of Form SWU-245-120399
Page I of 2

Footnotes:
I Applies only to facilities at which fueling occurs.
Z Detergent monitoring is required only at facilities which conduct vehicle cleaning operations.
"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 inquirey 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 comps . I am aware that there are significant penalties for submitting false Information,
Including the possibility of fines and Imprisonme or knowing violations."
9 '1 Zo/ 7
(Date)
Form MR-18
Page 2 of 2

RESEARCh & ANALyT1CAt
LABORATORIES? INC.
Analytical/process Consultations
September 13, 2017
Johnson Controls Battery Division
PO Box 1667
Kernersville, NC 27285
Attention: Zack Levine
o; NC #34 �
Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Division (Outfall 001)
1.
Project Number: NIA
Parameter
Quantitation
Limit
m(ineu
001
Total Suspended Solids SS)
5.0
NIA
Tota I Lead
0.005
0.010
Total Copper
0.005
0.013
Total Zinc
0.01
0.170
Sample Vumber
39554-01
Sample Date
08/29/17
Sam le Time
0730
Rainfall
0.33 inches
Event Duration
3 hours
Results of Visual Monitoring of Stormwater Outfall Identified as Outfall
at Johnson Control Battery Division
001
11.
Project Number: N1A
NPDES #NCC030224
Stormwater
Discharge
Charteristics
Frequency
Monitoring
Type
Monitoring
Location
001
Color
Scmi-Annual
Visual
Clear to light brown
Odor
Semi -Annual
Visual
None
Clarity___Semi-Annual
Visual
Li ht
Floating Solids
Semi -Annual
Visual
Light
Sus ended Solids
Scmi-Annual
Visual
Light
Foam
Semi -Annual
Visual
None
Oil Sheen
Semi -Annual
Visual
None
Other obvious
on idicators of
Stormwater ollution
Semi -Annual
Visual
None
mJL = milliDams per Liter = pads per million (PPM)
BQL = Below Quantitation Limits
< = less than or Below Quantitation Limit (BQL)

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit http//portal.ncdenr.orpiweb/wq/ws/su/ngdesaw b-4
Permit No.: NCG030224 or Certificate of CoveralN/C/G
Facility Name: Johnson Control Battery Division ��-
County: Forsyth Phone No. 336-287-5375
Inspector: Zachary Levine
Date of Inspection: 08/29/17
Time of ]inspection: 0730
Total Event Precipitation (inches):
033
Was this a "Representative Storm Event" as defined by the permit?
(See information below.)
/yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm event or "measureable storm
event" (requirerwnts vary, depending on the permit.)
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be performed during a
"representative storm event' or during a "measurable storm evenL" However, some permits do not have this requirement.
Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72
hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to
10 consecutive hours of no precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous
measurable storm event must h
able to document that a shorter
approval from the local DWQ Regional Office.
swu-242-02M5

1. Ontfall begcription
Outfall No. 001 Structure (pipe, ditch, etc.) Pond
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors Clear to light brown
3.Odor: Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor,etc.)
None
4: Clarity: Chose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy:
4
5. Floating Solids: Choose the number which best describes the amount of foating solids in the stormwater discharge, where
l is no solids and 5 is the surface covered with floating solids:
1
U
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stonnwater
discharge, where I is no solids and 5 is extremely muddy:
1 3 4 5
7. is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there any evidence of errosion or deposition at the outfall? Yes No
10.Other Obvious Indicators of Stormwater Pollution:
Lest and describe None
Note. Low clarity, high solids, andlor the presence of foam, oil sheen, or errosion/deposition may be indicative of pollutant exposure.
These conditions warrant further investigation.

RESEARCh & ANA[yTICA1
LABORATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER ! WASTEWATER MISC.
�pMPANY
3vL1�+5Q�' (-0 +79-°LS bt'lt�
JOB No,
,
z
— -
6 Cj p^
Q, Q by
=?��r0}C!O�'�
S p Q C9 C7 C9
v pd� F Q, p Q' Q' Q' �c�
ti ti ti� N tir tiv v ,v ,v h` REQUESTED ANALYSIS
STTREETADDRESS
4 T fl7,v C�
PROJECT
CITY, STATE. ZIP
[1..e c' wC Z,Z? G �'� 5•g r
SAMPLER, NAME (PLEASE PRINT)
CONTACT PHONE
Ok c� r(o •Z Ir 71 3 3tS
SAMPLER IGN
SAMPLE NUMBER
(LAB USE ONLY)
DATE
TIME
COUP
GRA9
TEMP
,C
AES
t 1
CKDR�NE
NEMMD
SAWIE
9Adw1
SAMPLE LOCATION 1I.D,
O/ .rtgm r'Vju-e
RELIN 6
DATEMME
RE
IVEDBY I'11G
�c•1'f
REMARKS;
r1-0�7'11# 6 Qr-, o. s3
SAMPLE TEMPERATURE AT RECEIPT °C
ED
DATMIME
R CEIV Y
J,)

V-"
Johnson 01(i
Controls
To: Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
From: Zachary Levine, Environmental Supervisor
Dennis Yount, Plant Manager
Pages: 2
Date: August 4, 2017
Johnson Controls, Inc.
Power Solutions
2701 Johnson Controls Drive
Kernersville, NC 27284
[phone]
Subject: Tier lI Stormwater Monitoring Report for July 2017; Notice of No Measureable Storm Event
To Whom It May Concern:
Per the Tier II reporting requirements of our stormwater general permit NCG030224, we are submitting a
Qualitative Monitoring Report for the month of July 2017. We received the results of our June sample July 28,
2017, which triggered the Tier II response.
This letter is to notify that there was no measureable storm event at our facility in the month of July 2017.
We identified several areas of potential contamination and have taken corrective steps in accordance with our
stormwater pollution prevention plan to prevent future exceedances, including receiving training and
certification as Stormwater Best Management Practices Inspection & Maintenance Professional for Zachary
Levine, Environmental Supervisor.
We will continue to monitor influent locations and all activities associated with the industrial activity taking
place inside and outside the plant that could affect stormwater discharge. Possible sources of contamination will
receive immediate corrective actions and we will also further implement BMPs to mitigate risk. Per tier two
reporting requirements, in the event our facility receives a measureable precipitation event as defined by the
general permit, #NCG030224, we will collect samples and report analysis results to the Division of Water
Quality for the months of August and September, in order to remain compliant and in anticipation of returning
to tier one reporting requirements.
If you have any questions or comments, please contact Zachary Levine, Environmental Supervisor, via email at
[e-mail], his cell phone at 336287.5375, or his office phone at 336.734.2429.
Sincerely,
i
Dennis Yount

Environmental
Quality Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit https: f ldeq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-permits/stormwater-permits/npdes-industrial-sw#tab-4
Permit No.: N/C/G/0/3/0/2/2/4/ or Certificate of Coverage No.:
Facility Name: lohnspn Controls Inc. Power Solutions US
County: Forsyth Phone No. 336.287.5375
Inspector: Zachary Levine
Date of Inspection: Month of July 2017
Time of Inspection: Discharge (No Measureable Discharge for Month of July 20171
Total Event Precipitation (inches): 0.00"
Was this a "Repre entative Storm Event"
❑ Yes No
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DEMLR Regional Office.
By this signature, IFertr�hattyis report is accurate and cofrlplgte to the best of my knowledge:
(Sigrf�fre fiittee or Designee)
Page 1 of 1
SWU-242, Last modified 07/28/2017

Johnson f
Controls
To: Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
From:
Pages:
Date:
Subject:
Zachary Levine, Environmental Supervisor
Dennis Yount, Plant Manager
12
July 28, 2017
Johnson Controls, Inc.
Power Solutions
2701 Johnson Controls Drive
Kernersville, NC 27284
[phone]
C(,-()
`� c,DL
RECEIVED
AUG 15 2017
gCNTRAL FILES
DWR SECTION
Semi-annual Stormwater Monitoring Report; Exceedance of Benchmark for Lead at Johnson
Controls Inc., Kernersville
To Whom It May Concern:
A stormwater effluent sample collected June 30, 2017 had a lead concentration of 0.098 mg/L. The benchmark
value, per our General Permit, is 0.030 mg/L. The sample results were received July 28, 2017, from Research
and Analytical Laboratories. Per the tier two response requirements, a stormwater management inspection of the
facility was conducted July 28, 2017. We identified several areas of potential contamination and have taken
corrective steps in accordance with our stormwater pollution prevention plan to prevent future exceedances,
including receiving training and certification as Stormwater Best Management Practices Inspection &
Maintenance Professional for Zachary Levine, Environmental Supervisor.
We will continue to monitor influent locations and all activities associated with the industrial activity taking
place inside and outside the plant that could affect stormwater discharge. Possible sources of contamination will
receive immediate corrective actions and we will also further implement BMPs to mitigate risk. Per tier two
reporting requirements, in the event our facility receives a measureable precipitation event as defined by the
general permit, #NCG030000, we will collect samples and report analysis results to the Division of Water
Quality for the months of July, August, and September, in order to remain compliant and in anticipation of
returning to tier one reporting requirements.
If you have any questions or comments, please contact Zachary Levine, Environmental Supervisor, via email at
zachary [e-mail], his cell phone at 336.287.5375, or his office phone at 336.734.2429.
Sincerely,
Dennis Yount

a
Stormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
2017 Calendar Year
Modification to calculations sheet
During our calculations for Form R for calendar year 2016, Beth Morton P.E. and Zachary Levine, Environmental Supervisor for
the Kernersville Plant of JCBG US, discovered an error in the calculations that had previously been submitted. The error was
based on the total built -upon area of the site and the coefficient we'd been using of 0.5 for pervious surfaces. While a majority
of our built -upon site is impervious, the pervious acreage is grass, which has a runoff coefficient of 0.35. The calculations below
reflect the changes made to the formula we used for Form R CY2016. The snapshot at the bottom of this document shows the
changes in an Excel spreadsheet where we conducted our calculations.
Rationale for Discharge Calculations
The rational formula is used for the basis of the calculation. The rational formula has been developed to calculate the rate of
run-off from a rain event of a given intensity over a given area. The formula is written:
Q = C*I*A
where: Q is the rate of run-off flow in cubic feet per second (CFS)
1 is the rain intensity in inches per hour
A is the land area contributing to run-off to the discharge point
and: C is the run-off coefficient which ranges from 0 for a completely pervious surface to 0.90 for a completely
impervious surface.
The rational formula results from the fact that, for a completely impervious surface, a rainfall of one inch of a period of one
hour on an area of one acre will result in a run-off discharge of one CFS. The run-off coefficient C can be thought of as a
correction factor based on the percentage of the total rainfall which will run off from a given area due to how pervious or
impervious the surface of that area is. Since the discharge permit for this facility requires an estimate of the total discharge
from the storm event during which samples are collected, we will used a modified form of the rational formula to calculate the
total discharge as follows:
Qt = C*R*A*0.027
where: Qt is the total discharge in million gallons
C is the run-off coefficient as defined above
R is the total amount of rainfall in inches
A is the surface area contributing flow to the sample location in acres
and: The constant 0.027 in the modified equation corrects the units to million gallons based on the fact that 1 acre -
inch = 0.027 million gallons.
For drainage areas which are comprised of a combination of pervious and impervious areas, the formula can be written as
follows:
Qt = [CiAl + C2A2](R)(0.027)
where: C1= C factor for pervious surfaces
A, = pervious area contributing to the outfall in acres
C2 = C factor for impervious areas
A2 = impervious area contributing to the outfall in acres
Discharge Calculation
The total rainfall for the June 30, 2017 storm during which samples were collected at this facility was 0.4 inches (R). We will use
generally accepted conservative estimates of the run-off coefficient of Cz = 0.35 for grass surface areas and C2 = 0.90 for
impervious areas. For the pervious areas Al = 3.11 acres and for the impervious areas Az = 15.4 acres.

Qt = [ClAz + C2A2](R)(0.027)
Qt =[(0.35)(3.11)+(0.9)(15.4)1(0.4)(0.027)
Qt = (1.0885+13.86)(0.4)(0.027)
Qt = 14.9485*0.4*0.027
Qt = 0.1614
Therefore, the total discharge in million gallons during the June 30, 2017 storm during which samples were collected at this
facility was: Qt = 0.1614 million gallons (161,400 gallons).
-� STORMWA�TEI�LEAD 'D[SCHARGE -
z
,. .. <
r Uiutc 3020 7' :Llr�ut eedarice
SdirFaicelArea `,
Estimated Anew
Run-0ff`
Precipitation
Estimated
Reporbed:Lead
Estimated:. :
I?e crrtrtron
(sq.fLr
Coefficient
for Rainfall
Volume
Cone {rriglL) .,
Quantty' of.Lead
Cn
[ ..,
'Event 30
Fraction
[ lyres
Lab Ana.
Drscharged.,trs
2017
Routed to the
of SW
Reoeiyitig Stream
pnchesr
Pond
Sa_ mples p°'�
[Pounds]e,
A:
Crass
135,545
0.35
0.40
0.10
0.098
0.0001
Gravel
0
0.75
0.40
1.00
0.098
0.0000
Roof
330.000
0.90
0.40
1-00
0.098
0.0081
Pavement
340,750
0.90
0.40
1.00
0.098
0.0083
806,295
Total Estimated Quantity of Lead Discharged via Storm Water Runoff on June 30, 2017 (Ibs) =
0.0166
Pb Emission Per EPA Rounding
�bs)=
0 02
Total site built upon area is approximately 18.51 acres = 806,295 sq_ ft_ [Hugh Creed Associates Aug. 19,
2013]
The rainfall for the event was obtained from the Piedmont Triad International Airport
Sample Cale_ Quantity of Lead Discharged fnam Grassed area
135,545 sq.ft x 0.35x 37.95 inches x 0.1 x 1 foot112 inches x 0.495 mg1L x 748 gaYbu.f . x 3.78 Ugal x 1
kgf1000000 mg x 2.205 lbs✓kg = 0.0044 ft

RESEARCh & ANALyTICAI
LAbORATORIES, INC.
Analytical/Process Consultations
July 26, 2017
Johnson Controls Battery Division
P.O. Box 1667
Kernersville, NC 27285
Attention: Zack Levine
Chemical Analysis for Stormwater Sampling Identified. as Johnson Control Battery Group, collected 30 June 2017
L
Project Number: N/A
NPDES#: NCG030224
Sample
RAL
Sampling
Sampling
Total
Total
Total
Total
Date
Identification
Sample
Date
Time
Suspended
Lead
Copper
Zinc
Analyzed
Number
Solids
(mg/L)
(mg/L)
(mg/L)
(mg/L)
001
36670-01
06/30/17
1615
<5
0.098
<0.005
0.023
tO7/06-07/0-7/17
Analyst: SK K AA
mg/L = milligrams per Liter = parts per million (PPM) < = less than or Below Quantilation Limit (BQL)

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE NO. NCG03 0224
FACILITY NAME Johnson Controls Battery Division
PERSON COLLECTING SAMPLE(S) Glenn Prix
CERTIFIED LABORATORY(S) R & A Laboratories, Inc. Lab # _,
Lab #
Part A: Specific Monitoring Requirements
SAMPLES COLLECTED DURING CALENDAR YEAR: 2017
(all samples collected during a calendar year, shall be reported no later
than January 31 of the following year)
COUNTY Forsyth 04 4f1Ar.r1'
PH N 36 7 -1550 -74 ZF� S37ZS"
2� ca
(S A TTEE ESIG EE)
, certify that this report is accurate and
complete to the best of my knowledge.
Outfall
No.
Date
Sample
Collected
50050
00400
00530
01051
Total
Flow
pH
Total
Suspended
Solids
Lead
Copper, Tot
Zinc, Tot
mo/dd/yr
MG
unit
mg/I
mg/1
Mgt]
mg/I
001
06/30/17
0.374
<5
0.098
<0.005
0.023
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? des &-no
(if yes, complete Part B)
Part B: Vehicle Maintenance Activity Monitoring Reauirements
Outfall
No.
Date
Sample
Collected
50050
00556
00530
00400
Total
Flow
Total
Oil and
Grease
Total
Suspended
Solids
pH
New Motor
Oil Usage
mo/dd/ r
MG
m l
m i
unit
al/mo
STORM EVENT CHARACTERISTICS:
Date 6/30/2017
Total Event Precipitation (inches): 0.40
Event Duration (hours): 25 min.
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches): NIA
Event Duration (hours): N/A
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, NC 27626-1617
Copy of Form SWU-245-120399
Page I of 2

Footnotes:
I Applies only to facilities at which fueling occurs,
2 Detergent monitoring is required only at facilities which conduct vehicle cleaning operations.
"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 inquirey 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. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
V/r- -V/ /-Z"/ 4
(Date) OF
Form MR-18
Page 2 of 2

RESEARCh & ANA1yTiCAL
a r LAbORATORIESF INC.
AnalyticallPfocess Consultations
July 26, 2017
Johnson Controls Battery Division
PO Box 1667
Kernersville, NC 27285
Attention: Zack Levine
Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Division (Outfall 001)
1.
Pra-ect Number: N1A
Parameter
Quantitation
Limit
m /L
001
m /1,
Total Suspended Solids (TSS)
5.0
<5
Total Lead
0.005
0.098
Total Copper
0.005
<0.005
Total Zinc
0.01
0.023
Sample Number
36670-01
Sample Date
06/30/17
Sam le Time
1615
Rainfall
0.40
Event Duration
25 min.
esults
t Johnson
Ia
of Visual Monitoring of Stormwater Outfail Identified as Outfall
Control Battery Division
001
11.
Project Number: NIA
NPDES #NCG030224
Stormwater
Discharge
Charteristics
Frequency
Monitoring
Type
Monitoring
Location
001
Color
Semi -Annual
Visual
Light Brown
Odor
Semi -Annual
Visual
None
Clarity
Semi -Annual
Visual
Clear
Floating Solids
Semi -Annual
Visual
Light
Suspended Solids
Semi -Annual
Visual
None
Foam
Semi -Annual
Visual
None
Oil Sheen
Semi -Annual
Visual
None
Other obvious
on idieators of
Stormwater pollution
Semi -Annual
Visual
None
mgfL = milligrams per Liter = parts per million (PPhi)
BQL = Below Quantitation limits
< = less than or Below Quantitation Limit (13Q1,)

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit http://portal.ncdenr.org/web/wq/ws/su/npdessw#tab4
Permit No.:
Facility Name: 1
County:
Inspector:
Date of Inspection:
Time of Inspection:
or Certificate of CoveratN/C/G
Total Event Precipitation (inches): iY12�gu
Was this a "Representative Storm Event" as defined by the permit?
(See information below.)
�es ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm event or "measureable storm
event" (requirements vary, depending an the permit.)
lualitative monitoring requirements vary. Most permits require qualitative monitoring to be performed during a
-epresentative storm event" or during a "measurable storm event." However, some permits do not have this requirement.
lease refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72
hours Q days) in which no stone event measuring greater than 0.1 inches has occurred. A single storm event may contain up to
10 consecutive hours of no precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous
measurable storm event must h
able to document that a shorter
approval from the local DWQ Regional Office.
By this
is accurate andpom to to the best of my knowledge:
6 / Si 14 'AmiaN rI`fir �'N�ar,c•.� r i�
5 Wtt-242-020705

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit h9p://portal.ncdenr.otg/web/wa/ws/su/npdessw#tab-4
Permit No.: N/C or Certificate of Covera€NIC/G
Facility Name: Johnson Control Battery Division
County: Forsyth Phone No.
Inspector: Zachary Levine
Date of Inspection: 06/30/17
Time of Inspection: 1615
Total Event Precipitation (inches):
0.4
Was this a "Representative Storm Event" as defined by the permit?
7es
'formation below.)
o No
Please verify whether Qualitative Monitoring must be performed during a "representative storm event or "measureable storm
event" (requirements vary. depending on the permit.)
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be performed during a
"representative storm event" or during a "measurable storm event_" However, some permits do not have this requirement.
Please refer to these definitions. if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72
hafts (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to
10 consecutive hours of no precipitation.
A "measurable storm event' is a storm event that results in an actual discharge from the permitted site outfall. The previous
measurable storm event must h
able to document that a shorter
approval fern the local DWQ Regional Office.
By this signature, I certify that this report
(Signature of Permitee or
my knowledge:
SWU-242-020705

I. Outfall Description
ducfall No. Structure (pipe, ditch, etc.
Receiving Stream.
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: t- br B.Z.— Al-4 [(oN—
3. Odor: Describe any distinct Aolors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor,etc.)
a
4: Clarity: Chose the number which best describes the clarity of the discharge, where I is clear and 5 is very cloudy:
(I ) 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of foating solids in the stormwater discharge, where
I is no solids and 5 is the surface covered with floating solids:
1 � 3 4 5
b. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater
discharge, where 1 is no solids and 5 is extremely muddy:
1z I 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes �fo
8. Is there an oil sheen in the stormwater discharge? Yes No 1
9. Is there any evidence of errosion or deposition at the outfall? Yes No
10.Other Obvious Indicators of Stormwater Pollution:
List and describe C L%ft-V" ---%%A u.'ry Tms *-WqVAS Ta'-'lo
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or errosion/deposition may be indicative of pollutant exposure_
These conditions warrant further investigation.

1, Outfall Description
Outfall No. 001 Structure (pipe, ditch, etc.) Pond
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors Light brown, but clear
3. Odor. Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor,etc.)
None
4: Charity: Chose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy:
C 1� 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of foating solids in the stormwater discharge, where
I is no solids and 5 is the surface covered with floating solids:
121 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater
discharge, where 1 is no solids and 5 is extremely muddy:
2 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. is there an oil sheen in the stormwater discharge? Yes No
9. Is there any evidence of errosion or deposition at the outfall? Yes No
I0.Other Obvious Indicators of Stormwater Pollution:
List and describe Floating solids were just grass and leaves from the pond.
Note: Low clarity, high solids, and/or the presence of foam, ail sheen, or errosion/deposition may be indicative of pollutant exposure.
These conditions warrant Ru ther investigation.

RESEARCh & ANA[yTICAI
LAbORATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
I WATER! WASTEWATER J MISC. J
COMPANY
M y ra �.i
JOB NO.
�
i
o
x
v �°,
,y y
�Q � y0 ,�ro Q, ti
��� ��� ��y� a. _• ,� ��a� �,o
=Y � �OO� OOv�w GSQ
0 Q
r1 p�� v�v� �a �¢ ^Q oj��c REQUESTED ANALYSIS
ti ti ry
STREET ADDRESS
PROJECT
CITY, STATE, ZIP
SAMPLER NAME. (PLEASE PRINT)
�l
CONTACT PHONE
SAMPLER SIGNATU
SAMPLE NUMBER
(LAB USE OfiLY}
BATE
TIME
COMP
GRAB
TEMP
n��a
irtgay
��"4prp
„Ny
uein
Is d wa
SAMPLE LOCATION 1 I.b.
1
1
tr w
ATE IME
R?ED @Y� /
REMARKS:
SAMPLE TEMPERATURE AT RECEIPT °C
KWHED
AT�lTyul
5 L2UI
RECEIVEd BY
(/

Johnson 01(i
Controls
July 5, 2017
Division of Water Quality
Attn: DWQ Regional Office Supervisor
1617 Mail Service Center
Raleigh, NC 27699
C- cr- 0 3 o
In regards to our most recent storm water sample, this is a written notice to state
that the copper benchmark has been exceeded for the fourth time from the same outfall.
The TSS and zinc were also elevated. To isolate the source of these overages, we have
purchased a copper and zinc colorimeter to be able to test the sources from our plant
and take more frequent samples. This in turn, will help us identify the root cause and
find a solution to ensure that the overages will not happen again. We are also making all
efforts to ensure that the drains are clear at all times. We will clear out the area by the
outfall to ensure the best sample possible and make sure there is no debris in the area.
We have put a great emphasis on researching the sources of these overages and
created a list of preventative measures. We are looking into shelters for items in the
back lot that are exposed to the elements and also removing anything that is no longer
in use. We are currently getting quotes on power washing to ensure that there is nothing
left after items are removed. The samples are currently being retested by Microbac with
new results to come. We are also looking into alternative companies to do our testing.
William Kirkpatrick
Plant Manager
Air System Components

t
&)MICROBAC°
Fayetteville Division
Certificate of Analysis
Johnson Controls, Inc.
Ms. Tara Can Project: Stormwater Sample - Outfall #1
3301 N. Main Street
Tarboro NC, 27886
Stormwater, grab
K7F0112-01
Date Reported: 06/12/17
Date Received: 06/05/17
Date Sampled: 06/05/17
Sampled By: Carr
Analyte
Result
Units
Analyzed
Analyzed By
Method
Qualifier
Analyzed by: Microbac Laboratories, Inc. -
Fayetteville
Copper
0.038
mg/L
06/12/17 10:35
AC
EPA 200.7 Rev 4.4 1994
Lead
<0.003
mg/L
06/12/17 10:35
AC
EPA 200.7 Rev 4.4 1994
Oil & Grease (SGT HEM)
14.5
mg/L
06/12/17 08:45
JR
EPA 1664
Total Suspended Solids
178
mg/L
06/07/17 09:51
TAB
SM 2540 D-1997
Zinc
0.345
mg/L
06/12/17 10:35
AC
EPA 200.7 Rev 4.4 1994
QC Batch Run - (Microbac i= - Foyure,,ue)
Analyte
Result
Units
Source
RPD
Limit
Total Suspended Solids
65.0
mg/L
K7F0145
2
5
Total Suspended Solids
130
mg/L
K7F0152
10
5
Total Suspended Solids
19.3
mg/L
K7F0166
5
5
Copper
0.261
mg/L
0057660
0.7
200
Copper
0.319
mg/L
K7F0150
5
10
Copper
0.555
mg/L
K7F0150
0.9
i0
Lead
0.227
mg/L
0057660
0.6
200
Lead
0.029
mg/L
K7F0150
6
200
Lead
0.261
mg/L
K7170150
2
200
Zinc
0.240
mg/L
0057660 0.9
200
Zinc
3.66
mg/L
K7F0150
10
Zinc
3.77
mg/L
K7F0150 0.8
10
State Certifications:
NCDNR #II
NCDOH #37714
Respectfully Submitted
Bonnie K- Sanders, Senior Project Manager
Thank you for your business. We invite your feedback on our level ofservice to you. Please contact the Division Manager, Rob Dermer at 910-864-1920 with any
questions. You may also contact J. Trevor Boyce, President at presiden![ microbac.com
Microbac Laboratories, Inc. Page 1 of 2
9GQ9 i4^n uai& on�ra 1 ur' 9Rznit I QiA RRA 1Q9n n I aln RRd 077A f I .,,....., mi.-r kne �^m

rFayeteVilleMVision
CHAIN OF CUSTODY RECORD
2592 Hope Mils Road - Fayetteville, NC 28306 [phone] / 864-877
PAGE _
i
:CODE:
•
•• .
NaOH
Acetate
Socriurn
ti it- is
Simi
-�
�
�■■■■■■■■■
�-
f
__
OF
water level #1 IS DAT FOR REG. COMPLIANCE PURPOSE?
Mar Level 02 NO YES X WHICH: NCDENR
Page 2 of 2

Fayetteville Division 2592 Hope Mills Road — Fayetteville, NC 28306 (910) 864-19201864-8774 fax
(5)MICROBAC"
CHAIN OF CUSTODY RECORD
PAGE 1' OF 1
CLIENT NAM E i ADDRESS:
Juh so o dor4rvl5
Air System Components
3301 N Main St
Tarboro, NC 27886
PO N
PROJECT I LOCATION:
our %l t I
w
O
M
O
TYPE
OF ANALYSIS
PRESERVATION CODE
a.
U
t5
to
a�
��
(D
v
C1
C
CODE: A = None
8 = HNO3 (pH<2) + <6°C
C = H2SO4 (pH<2) + <6°C
D = NaOH + <6°C
E = ZN Acetate + <6°C
F = HCl
G = Sodium Thio
CONTACTPERSON
Tara Carr
PHONE:
252 641-5993
SAMPLED BY:
Tara Carr
DATE 1 METHOD OF SHIPMENT:
LAB ID #
SAMPLE TYPE
DATE
TIME
COMP
GRAB
PH
PLOW
TEMPIC
CHORINE
L
SULFIDE
�rormux�
(015f
X
ti
Lab
Ralin shed by:
Date
Time
a ived by: (Sip ro}
Date
Time
Relinquilned by-.
04to
me
se a qn ro)/
Mr.
me
3
4-
Ralinquished by.
"1,
s
Time
a va y: (Signature)
me
5
6
ph Field: p
Temp Field 1:
ph Field:
Temp Field 2:
Water Level #1
Water Level #2
Initials
Turnaround time: REGULAR RUSK
Comments or Special Hazards:
IS DATA FOR REG. COMPLIANCE PURPOSE?
NO YES X WHICH: NCDENR

GENERAL PERMIT NO. NCO030000
CERTIFICATE OF COVERAGE NO. NCO03
STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
0224
FACILITY NAME Johnson Controls Battery Division
PERSON COLLECTING SAMPLE(S) Glenn Price
CERTIFIED LABORATORY(S) R & A Laboratories, Inc. Lab # 34
Lab #
Part A: Specific Monitoring Requirements
SAMPLES COLLECTED DURING CALENDAR YEAR: 2016
(all samples collected during a calendar year, shall be reported no later
than January 31 of the following year)
COUNTY Fors t
PNONE NO. � 6 6�761-
(SIGN OR DESIGNEE)
By this si I certify that this report is accurate and
complete to the best of my knowledge.
Outfall
No.
Date
Sample
Collected
50050
00400
00530
01051
Total
Flow
pH
Total
Suspended
Solids
Lead
Copper, Tot
Zinc, Tot
rq
mo/dd/yr
MG
unit
mg/I
mg/I
mg/I
mg/I
001
11/29/16
7.22
35.8
0.498
0.013
0.126
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? ___yes X no
(if yes, complete Part B)
Part B: Vehicle Maintenance Activity Monitorial: Requirements
Outfall
No.
Date
Sample
Collected
50050
00556
00530
00400
Total
Flow
Total
Oil and
Grease
Total
Suspended
Solids
pH
New Motor
Oil Usage
mo/dd/ r
MG
I MFA
unit
I Ral/mo
STORM EVENT CHARACTERISTICS:
Date I1/29/2016
Total Event Precipitation (inches): 2.70
Event Duration (hours): 1.5
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches): N/A
Event Duration (hours): N/A
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, NC 27626-1617
Copy of Form SWU-245-120399
Page l of 2
/ ECEIV
DEC 2 � '��
�ia'!h'
DVVTRAL F/L'eS
Cr/On,

Footnotes:
Applies only to facilities at which fueling occurs.
Detergent monitoring is required only at facilities which conduct vehicle cleaning operations,
9 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 inquircy 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. I am aware that there are significant penalties for submitting false information,
Including the possibility of fines and imprisonment for knowing violations."
(Date)
Form MR-18
Page 2 of 2

_o�of VYArEgQG
a
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
RECEIVED
CENTRAL FILES 49U
DWR SECTION
For guidance on filling out this form, please visit httpJ/portal.nedenr.ora/web/wplws/sWgpdessm tab=4
Permit No.: N/C or Certificate of Covera&N/CIG
Facility Name: Johnson Control Battery Division -
County: Forsyth Phone No.
Inspector: Glenn Price
Date of Inspection: 11/29/16
Time of Inspection: 1310
Total Event Precipitation (inches):
2.70
Was this a "Representative Storm Event" as defined by the permit?
7( formation below.)
Yes ❑ Na
Please verify whether Qualitative Monitaring must be performed during a "representative storm event or 'measureable storm
,+rent" (requirements vary, depending on the permit,)
mve monitoring requirements very. Most permits require qualitative monitoring to be performed during a
tentative storm event" or during a "measurable storm evcrrL° However, some permits do not have this requirement
refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72
hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain rep to
10 consecutive horns of no precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous
measurable storm event must b
able to document that a shorter
approval from the local DWQ Regional Office.
By this signatrsre, I certify that this rtport is
(Signature of Permitee or Designee)
SwU-242.DZMS
best of my lmawlcdgc:

1. Outfall Description
outfall)io. 001 Structure (pipe, ditch, etc.) Pond
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors Light Green
3. Odor. Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor,etc.)
None
4: Clarity: Chose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy-
1 L=� 3 4 5
5. Floatiiug Solids: Choose the number which best describes the amount of foating solids in the stormwater discharge, where
1 is no solids and 5 is the surface covered with floating solids:
1 2 1 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater
discharge, where 1 is no solids and 5 is extremely muddy-
1 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there any evidence of errosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe None
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or errosion/deposition may be indicative of pollutant exposure.
These conditions want fintber investigation.

II?ESEARCh & ANA[yTiCA1
LAbORATORiES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER 1 WASTEWATER H MISC.
COMPANY —�-
JOB NO,
o
, �z o
a�
`� ry v �� �q �y n�' g`� REQUESTED ANALYSIS
STREET AOORESS
PROJECT
�
CITY, STATE, ZIP
SAMPLER NAME E PFiIIVT�
)
CONTACT PHONE
SAMPLERSIGNATUME
\
SAMPLE NUMBER
(LAD USE ONLY)
DATE
TIME
COUP
Gm
TEMP
'C
r`s
iaju
aiuDIrED
ndirl
RE
`c�uIM
18nS41
5AMPIELOCATIpNII.D.
�-� '�
_
►.ram fL
1310
_
�-
w
cot
z.
1
_
755 _ Zn
RELINQUIS ED BY
T (TIME
Eca"
RECEIVED BY
REMARKS:
c ry
SAMPLE TEMPERATURE AT RECEIPT.) °C
RELINQUISHED BY
DATEMME
RECEIVED BY I v

Johnson
Controls
To: Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
From: Zachary Levine, Environmental Supervisor
Dennis Yount, Plant Manager
Pages: 9
Date: December 13, 2016
Johnson Controls, Inc.
Power Solutions
2701 Johnson Controls Drive
Kemersville, NC 27294
[phone]
RECEIVED
DEC 2 2 2010
pWL FILES
RSECTION
Subject: Semi-annual Stormwater Monitoring Report; Exceedance of Benchmark for Lead at Johnson
Controls Inc., Kernersville
To Whom It May Concern:
A stormwater effluent sample collected November 29, 2016 had a lead concentration of 0.498 mg/L. The
benchmark value, per our General Permit, is 0.030 mg/L. The sample results were received December 9, 2016,
from Research and Analytical Laboratories. Per the tier one response requirements, a stormwater management
inspection of the facility was conducted December 12, 2016. No areas of potential contamination were
identified and there was no evidence of prohibited activities associated with stormwater discharge.
We will continue to monitor influent locations and all activities associated with the industrial activity taking
place inside and outside the plant that could affect stormwater discharge. Should a possible source of
contamination be identified, or should corrective actions be identified that could mitigate risk, we will identify
and implement those in accordance with our Stormwater Pollution Prevention Plan.
Please also revise your contact information for our facility, as Zachary Levine has been named Environmental
Supervisor. He may be contacted via email at [e-mail], his cell phone at 336.287.5375, or his
office phone at 336.734.2429.
Sincerely,
Dennis YountA-0 �_�

Stormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
Rationale for Discharge Calculations
The rational formula is used for the basis of the calculation. The rational formula has been developed to calculate the rate of
run-off from a rain event of a given intensity over a given area. The formula is written:
Q = C*I*A
where: Q is the rate of run-off flow in cubic feet per second (CFS)
I is the rain intensity in inches per hour
A is the land area contributing to run-off to the discharge point
and: C is the run-off coefficient which ranges from 0 for a completely pervious surface to 0.90 for a completely
impervious surface.
The rational formula results from the fact that, for a completely impervious surface, a rainfall of one inch of a period of one
hour on an area of one acre will result in a run-off discharge of one CFS. The run-off coefficient C can be thought of as a
correction factor based on the percentage of the total rainfall which will run off from a given area due to how pervious or
impervious the surface of that area is. Since the discharge permit for this facility requires an estimate of the total discharge
from the storm event during which samples are collected, we will used a modified form of the rational formula to calculate the
total discharge as follows:
C, = C* R*A*0.027
where: Ct is the total discharge in million gallons
C is the run-off coefficient as defined above
R is the total amount of rainfall in inches
A is the surface area contributing flow to the sample location in acres
and: The constant 0.027 in the modified equation corrects the units to million gallons based on the fact that 1 acre -
inch = 0.027 million gallons.
For drainage areas which are comprised of a combination of pervious and impervious areas, the formula can be written as
follows:
Qt = [CrAI + C2A2)(R)(0.027)
where: C1= C factor for pervious surfaces
A, = pervious area contributing to the outfall in acres
C2 = C factor for impervious areas
A2 = impervious area contributing to the outfall in acres
Discharge Calculation
The total rainfall for the November 29, 2016 storm during which samples were collected at this facility was 2.7 inches (R). We
will use generally accepted conservative estimates of the run-off coefficient of C1= 0.50 for pervious areas and C2 = 0.90 for
impervious areas. For the pervious areas A, = 58.77 acres and for the impervious areas Az = 16.4 acres.
Qt = [CiAf + C2A2)(R)(0.027)
Qt =[(0.50)(58.77)+(0.32)(16.4)1(2.7)(0.027)
Qt = (29.35+5.248)(2.7)(0.027)
Qt = 34.598*2.7*0.027
Qt = 2.522
Therefore, the total discharge in million gallons during the November 29, 2016 storm during which samples were collected at
this facility was: Qt = 2.522 million gallons.

RESEARCh aft ANAlyTICAI
LAbORATORIES, INC.
Anal yflcal/Process Consultatlons
December 9, 2016
Johnson Controls Battery Division
P.O. Boa 1667
Kernersville, NC 27285
Attention: Zack Levine
Chemical Analysis for Stormwntcr Sumpling identified as Johnson Control 13attcry Croup, collected 29 November 2016
`*4444441ttfllf�off,
i
NC #34
' * r�2BD Ati,��t►`'��
I
Project Number: NIA
Nl"[)LS#: NCG030224
Sample
RAL
Sampling
Sampling
Total
Total
Tohll
Total
Date
Identification
Sample
Dute
Time
Suspended
Lead
Copper
Zinc
Analyzed
Number
Solids
(mg/L)
(mg/L)
(mg/I.)
(mglla)
001
27749-01
1 1 /29110
1310
35.8
0.498
0.013
0.126
12/01 & 12/02/ 16
Analyse GV, ta. & AW
mg/L = milligrams per Liter = parts per million (1)NM) < = Icss than Orbelow Quantilation Limit (13QI,)

-RESEARCh & ANALyTICA
• �i tit
LAbORATORIES� INC. scclaWCO #AM34 is
Artaiyticcd/Process Consuftatior s
December 9, 2016
Johnson Controls Battery Division
PO Box 1667
Kernersville, NC 27285
Attention: Zack Levine
Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Division (Ontfall 001)
1.
Project Number: NIA
Parameter
Qoantitation
Limit
001
Total Suspended Solids SS
5.0
3"
Total head
0.005
Q498
Total Copper
1 0.005
0.013
Total Z C
0.01
0.126
Sample Number
27749-01
Sample Date
11/29/16
Sam le Time
1310
Rainfall
2.70
went Duration
).5
esuM
t Johnson
of Visual Monitoring of Stormwater Outfall Identified as Outfall 001
Control Battery Division
IL
Project Number: N1A
NPDES #NCG030224
Stormwater
Discharge
Charteristics
Frequency
Monitoring
a
Monitoring
Location
001
Color
Semi -Annual
Visual
Light Green
Oder
Semi -Annual
Visual
None
Cbwity
Semi -Annual
Visual
SL Turbid
Floating Solids
Semi -Annual
Visual
Light
Suspended Solids
Semi -Annual
visual
Light
Foam
Stmi-Annual
visual
None
Oil been
Semi -Annual
Visual
None
Other obvious
an idirators of
starmwater pollution
Semi -Annual
Visual
None
mgli. = milligrams per Liter = parts per million (PPM)
BQL = Bdow Quaatitation Limits
< = less than or Below Quantitation Limit (BQL)

&)MiCR4BACt
Fayetteville Division
RECEIVED
- Certificate of Analysis S E P 16 2016
CENTRAL FILES
DWR SECTION
Johnson Controls, Inc. Date Reported: 09/08/16
Ms. Tara Carr Project: Stormwater Sample - Outfall #1 Date Received: 08/29/16
3301 N. Main Street Date Sampled: 08/28/16
Tarboro NC, 27886 Sampled By: Client
Stormwater, grab
K6H1058-01
Analyte
Result
Units
Analyzed
Analyzed By
Method Qualifier
Analyzed by: Microbac LaboraWnes, lne. -
FayetteMe
Lead
<0,003
mg/L
09/07/16 12:31
DSK
EPA 200.7 Rev 4.4 1994
Oil & Grease (SGT HEM)
<5.00
mg/L
09/08/16 09:15
Sw
EPA 1664
Total Suspended Solids
1.60
mg/L
08/31/16 10:10
CCR
SM 2540 D-1997
Zinc
<0.010
mg/L.
09/07/16 12:31
DSK
EPA 200.7 Rev 4.4 1994
Analyzed by: Microbac laboratories, Inc. - ONo valley
Capper, Total
<0.00250
mg/L 09/06/16 14:47
AMA
E200.7
QC Batch Run - Wicrabac Laboratories, im - Fayeaevuje)
Analyte
Result
Units
Source
RPD
Limit
Zinc
ND
mg/L
K61-11058
10
Total Suspended Solids
2.22
mg/L
K6H 1107
10
5
Total Suspended Solids
364
mg/L
K61-11126
2
5
Lead
ND
mg/L
K61-1 1058
200
Lead
0.248
mg/L
0047369
4
200
Lead
0.251
mg/L
K61-11058
2
200
Zinc
0.269
mg/L
0047369
9
200
Zinc
0.257
mgll,
K61-11058
0.4
10
QC Batch Run - (Microbac Laboratarier, ina - oAio vauey)
Analyte Result Units Source RPD Limit
Notes and Definitions
U Not detected at or above adjusted sample detection limit
State Certifications: Respectfully Submitted
NCDNR #II
NCDOH #37714
Jeanne Overstreet, Project Manager
Microbac Laboratories, Inc.
2592 Hope Mills Road I Fayetteville, NC 28306 1910.864.1920 p 1910.864.8774 f I www.microbac.com

Fayetteville Division 2592 Hope Mills Road — Fayetteville, NC 28306 (910) 864-19201864-87
*MICROBAC``
CHAIN OF CUSTODY RECORD
PAGE
lffillilifillilli
Johnson Controls,
Tarboro NC 27886
®
-
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PRESERVATION•r
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PH Field : V1 3 ph Field: Water Level #1
Temp Field 1: Temp Field 2: Water Level #2
Initials—►
Turnaround time: REGULA RUSH
Comments or Special Hazards:
IS DATA FOR REG. COMPLIANCE PURPOSE?
NO YES WHICH:
1�r�11�

hCGo3oaa�
1
ohnson 1)
Controls
12/3/15
From: Daniel R. Thompson, Plant Manager
To: Bradley Bennett, NCDENR Division of Water Quality
Central Files — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVED
DEC 1 0 Z015
CENTRAL FILES
DWrz SECTION
Subj: BENCHMARK COMPLIANCE FOR LEAD —TIER ll OCTOBER SAMPLING EVENT
Dear Mr. Bennett,
Please find attached our October 28, 2015 storm water sampling result and monitoring reports. This
sampling event was conducted per the Tier II response actions in our permit and demonstrated
compliance with our benchmark value for lead concentration. This is our third consecutive sample that
demonstrates compliance with our permit benchmark for lead. Therefore we will return to semi-annual
sampling beginning with Year 4 — Period 1 of our permit.
if you have any questions or concerns please do not hesitate to contact Van Sullivan, our Environmental
Supervisor, at 336-734-2433.
Sincerely,
1 -y
Dan R. Thompson
Encl: SDO Monitoring Report

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling oat this form, please visit b;/fpagaW m denr.or�Jweb/wq�ws/ _
Permit No.: NC or Cerdficate of N/CJo
FacrTity Name" Johnsm Control Battery Division
County: Forsyth Phone No.
Inspector. olenn Price
Date of Inspection: 10/29/15
Time of Inspection: 1250
Total Event Precipitation ('mches):
1.12
Was this a "Representative Storm Event" as defined by the permit?
(See information below.)
sf Yes o No
Please wr6 w1wher Quditad a Manf m ft mum be performed &mV a Irapresenunitic staPm e►+cm or "hwAvwvable storm
evens" (ems vwy, dep=&V on dwpaw&)
Qualitative monitoring reWheatents vary• Most permits rewire qu dbfm monitoring to be performed daring a
°representative storm event' or daring a "meastnable storm event" However, some permits do not have this requirement.
Please refer to these definitions, if applicable.
"representative storm event" is a sty event dud meastn>rs gt eater than 0.l of rainfall and that is preceded by at least 72
hours (3 days) in which no storm event measuring greater than 0.1 inchas has oc=red. A single storm event may ooaI is up to
10 consecutive haws of no precipitation.
A "measarahle storm event" is a stator event that results in an aetuadischarge frmn the permitted site m fali. the p=vieus
mmatnahle sburm event must h
able to document that a slrorW
agprovel form the local DWQ RegimW Office.
ort is aamrate and complete to the best of my knowledge:
OfPermitee

1. Ondall Description
Outfall No. 001 Structure (pipe, ditch, etc.) Pond
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color. Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(lido," medium, dark) as dw=Vtars Light Brown
3. Oder. Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odoretc.)
None
4: Clarity: Chose the number which best describes the clarity of the discharge, where l is clear and 5 is very cloudy:
0 3 4
S. Floating Solids: Choose the number which best describes the amount of foaling solids in the starmwater discharge, where
1 is no solids and 5 is the surf = covered with floating solids:
U 2 3 4
6. Suspended Solids: Choose the number which best deschxbes the amount of suspended solids in the stormwater
discharge, where 1 is no solids and 5 is octremely muddy:
3 4 5
7. is there any foam is the sbmmwater discharge? Yes No
S. is there an oil sheen in the stamnvater dischmge? Yes No
9. Is there any evidence of erroslon or deposition at the outfall? yes No
10.Other Obvious Indicators of Starmwater Pollution:
List and describe None
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or errosion/deposition may be indicative of pollutant expostae.
These conditions warrant further mvestigatm

RESEARCH & ANA YTkAt
LAWMTORIES, INC.
Ana"cal/Process Consultaflons
November 12, 2015
Johnson Controls Battery Division
P.O. Box 1667
Kernersville, NC 27285
Attention: Van Sullivan
F?fFCEF1Vf!t3
DEC 10 ZU±5
CEN7-RAL FILES
DWR sECrrpN
Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Group, collected 28 October 2015
L
Project Number: NIA
NPDES#: NCG030224
Sample
RAL.
Sampling
Sampling
Total
Total
Total
Total
Date
Identification
Sample
Date
Time
Suspended
Lead
Copper
Zinc
Analyzed
Number
Solids
(MWL)
(mom)
(nWA)
(mom)
001
10922-01
10/29/15
1250
<6.25
<0.005
<0.005
0.014
11/02 & 11/03/15
Analyst: Y] & AA
mg/L - milligrams per Liter -parts per million (PPM) < = less than or Below Quantitation Limit (BQL)

REsFARch & ANA[ ricAl
LAbORATORiEs, INC.
ArtalyHcd/Procm Consuttatlons
November 12, 2015
Johnson Controls Battery Division
PO Box 1"7
Keernersville, NC 27285
Attention: Van Sullivan
C uWad Anebmis for Sbwmwater Sampling idendfbad as Johnson Control Bsffiery Division (OudW 001)
1 11 1 '
• -.n t,j�'y""�� t4S = « rc'sVd�
•��� illy � F�S�j 3�4�'""t"C„iF
�.r'7 A'` a 5 1;: � 1.:1,'`� -�+�n-+�+-a �
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z-. l� r i 1 ,*• ° t F'�� � ,.:y , g :�
�RT � �11.~ $IIF � f,. ..
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I I
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�: - �y o k,,St,w� •`�' -{
.I 1 f l'. .. y _ .ti
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al�t.r�st
� Y' I I -
1111 .
1'J 11 it 1 '
/• 1
-I11 111 1 :
�rlr
�nl 111
vl
1111 .
1 T, P177—,
mail• a mM4pm pa Liter - pm per m#3 m (PM
BQL o Below QumWmfm Limim
< a !as tbm or Below Limit (BQL)

Stormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
2015 Calendar Year
Rationale for Dise_b am Calculstions
The rational formula is used for the basis of the calculations. The rational formula has been
developed to calculate the rate of run-off from a rain event of a given intensity over a given area.
The formula is written:
Q=CIA
where: Q is the rate of run-off flow in cubic feet per second (CFS)
I is the rain intensity in inches per hour
A is the land area contributing run-off to the discharge point
and: C is a nm-0ff coefficient which ranges from 0 for a completely pervious surface to
0.90 for a completely impervious surface.
The rational formula results from the fact that, for a completely impervious surface, a rainfall of
one inch over a period of one hour on an area of one acre will n=dt in a run-off discharge of one
CFS. The run-off coefficient C can be thought of as a correction factor based on the percentage
of the total rainfall which will rum off from a given area due to how pervious or impervious the
surface of that area is. Since the discharge permit for this facility requires an estimate of the total
discharge from the storm event during which samples are collected, we will use a modified form
of the rational formula to calculate the total discharge as follows:
Qt = CRA (0.027)
where: Qt is the total discharge in Million Gallons
C is the run-off coefficient as defined above
R is the total amount of rainfall in inches
A is the surface area contributing flow to the maple location in acres
and: The constant 0.027 in the modified equation corrects the units to Million Gallons
(MG) based on the fact that 1 acre -inch = 0.027 MG
For drainage areas which are comprised of a combination ofpervious and impervious areas, the
formula can be written as follows:
Qt = [CIA, + C2a21 (R) (0.027)
where: C, = C factor for pervious areas
A, = pervious area contributing to the outfall in acres
C2 = C factor for impervious areas
AZ = impervious area contributing to the out ll in acres
Page 1 of 2

Dischary—c Caienlations
The total rainfall for the October 29, 2015 storm during which samples were collected at this
facility was 1.12 inches (R). We will use ge emBy accepted conservative estimates of the riff
coefficient of Cy = 0.50 for pervious areas and C2 = 0.90 for impervious areas. For the pervious
areas A, = 58.77 acres and for the impervious areas A2 =16.4 acres.
Qt = [Cs Al + C2 A21 (R) (0.027)
Qt = [(0.50) (58.77) + (0.32) (16.4)] (1.12) (0.027)
Qt =1.05 MG
Page 2 of 2

WSEARCh & AmlyTICAl
: LAbORATORIES, . !NC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER ! WASTEWATER misc.
G 4 GSTED ANALYSIS
i NO
®w
]1T '
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k& Drnk 96pa?
J)zr-� No A-7*4
�n
NCOUR Ors y
Stormwater Discharge Outfall (SDO) J
b] Qualitative Monitoring Report G
For guidance on filling out this form, please visit: http:llportal,ncdenr.org/web/lr/npdes-starmwater
Permit No.: N/-C/
Facility Name: _
County:
Inspectc
Date of I
Time of
Total Event Precipitation (inches):
or Certificate of Coverage No.: N/C/G/D/3/Q/O/Q/t5 /
RECEIVED
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the pert>:i 19 2015
(See information below.) CENTRAL FILES
❑ Yes )6No DWR SECTION
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event"or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event" However,
some permits do not have this requirement Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains apvroval from the local DWO Reizional Office.
By this sign;Xure, I certify that this report is accurate and complete to the best of my knowledge:
(Signature rmittee or Designee)
Pagel of 2
SWU•242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. =1 Structure (pipe, ditch, etc.) aTC74
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge usipg basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:
3. Odor: Describe any distinct odors that
wean chlorine odor, etc.):
discharge may have (i.e., smells strongly of oil,
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 2 3 4 5 f f!/�'
S. Floating Solids. Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5 u ll--
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 2 3 4 5 A%l,�-
7. Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No r
9. is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of stormwater Pollution:
List and describe _ Af! iq-
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may he indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SwU-242, Last modified 10/25/2012

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCO030000 SAMPLES COLLECTED DURING CALENDAR YEAR. 2013
CERTIFICATE OF COVERAGE NO. NCO03 0224 (all samples collected during a calendar year, shell be no later than January 31 of the following year)
FACU,rff NAME Johnon ConWols Battery Division COUNTY Forsyth
PERSON COLLECTING SAMPLES) Glenn Price PHONENO..Q36) 761-1350
CERTIFIED LABORATORY ) R & A i.aboratea3es Inc. Lab # 34
Lab # (SIGNATURE OF PERM77TEE OR DESIGNEE)
BY this aignstme, I certify thuf this report is aocmft and
complete to the best of my knowledge.
Part At 9puffic Monitoring Requirements
........................
ai.l......
.......................
..................
.
............ ......
......... .4 .. ...............
............... . ...
....NO
........O
IN=2 ..........
........... ..........
... ....... ...........
.. ....
..
............ ..........
............. ................... -
.. . ..
.
........
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......
...
...........
............
................................................
9Pd6d
..
......
................
........................
............. . ......... .
rw
.......
.. ....
...... .................... -
mo/dd/yr
MG
unit
M94
mg1l
mg1l
001
lowls
1.05
7.26
<6.25
<0.005
<0.005
0.014
Does this Witty perform Vehicle Maintenance Activities using more than 55 gallons of now motor oil per mouth? __ym JL-no
(if yes, complete Part B)
Part 8: Vehicle Maintenance Activity Manknrijap Rennirements.
.....
................................
................ .....
..........
..........
................................
.......... ................"...........................................
........0M
...........
..........
.........................
N-
OW
.
................
... .:.- R
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......... .
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.
............
...........................:.:�. �
ON T
......
...................
mold d/w
I M0
I M9A
mgn
unit
Raymo
STORM EVENT CHARACTERISTICS:
Date IftWIMIS
Total Event Preciplention (Inches): 1.12
DOW Duration (hours): 6.5
(if more than one storm event was sampled)
Date
Total Event Precipitation (Inches): N/A
Event Duration (hours): N/A
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, NC 27626-1617
Copy of Form SWU-245-120399
Pap 1 of 2

NIMA
MCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
RECEIVED
OCT 2 6 Mb
CENTRAL ALES
DWR SECTION
Forguidance on filling out this form, please visit" htip:/./Ilgrtal.ncdenr.org/web/iva/Misu/Dadessw-#tab-4
Permit No.: Njg G2/ 4/ or Certificate of Coverage No.:
Facility Name: JOHNSON CONTROLS BATTERY GROUP
County: FORSYTH Phone No. 3 3 6- 7 61-15 5
Inspector- VAN SULLIVAN
Date of inspection:
Time of Inspection: DT grTNARC'F. (Nn DT gCjjgRrE- FC2R 'T PR .)NT14 OF S .2T)
Total Event Precipitation (inches):
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
❑ Yes ® No (NO DISCHARGE FOR THE MONTH OF SEPT)
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or `measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a `.`representative storm event" or during a "measureable storm event" However,
some permits do not have this requirement Please refer to these definitions, if applicable_
A "representative storm event" is a storm event that measures greater than 01 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "treasurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event trust have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By tljis�ure, I ceo fyINIt this report is accurate and complete to the best of my knowledge:
Signature of Perini or signee)
DAN THOMPSO , PLANT MANAGER
Page 1 of 2
SM-242, Last modified 10/25/2012

RESEARCh & ANALyTICA1
L,AWMTORIES, INC.
And"c /PrOCM Consuitofi=
September 9, 2015
Johnson Controls Battery Divlaion
PO Box 1667
Kernersville, NC 2729S
Attention: Van Sullivan
Chemical Analysis for Stortawater 8smpiing Identified as Johnson Control Battery Division (Oatfaf1001)
L Project Number. N%A
001
Total S --ended Solids 5.0 1S.2
Total Lead 0.005 <0.005
0.01
1
Results of Visuai monitonng of btormwater Vutfau xaenttttea as uonau un
t Johnson Control Battery Division
1L Project Number. MA NPDE
I_
Frequen
Color Semi -Annual
O.051
9236-01
OV24/15
M10031ttnria0
Loa
096
001E
Odor
Semi -Annual
Visual
None
S®i-Annual
Visual
Clear
Floating Solids
Semi -Annual
Visual
ljgbt
Suspended Solids
Semi -Annual
Visual
Light
Foam
Semi -Annual
Visual
None
Oil Sheen
Semi -Annual
Visual
None
Other obvious
on idicators of
Motion
storm ter vo
Semi Annual
Visual
None
M&C = MwisrMs per Litre - PMts Per n (PP"
BQL = Below Queion Limits
< - less fto or Below Quanfitwiw Limit (BQL)

RESEARCh & ANAIyTICA1
LABORATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER ! WASTEWATER I misc.
•
•
STREETWIDDifEWS-
•
i
SAMPLER SIGNATURE
A.,
IMMO■■■
■
ONE
■■■■■
oil
■■
::
■N■■■■■■OMEN■■■
ME::CO■
::■:::m
:
IMMEME■'NEON■■■■
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■■■■■■
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■■■■■■■■�■■■
■■■■■■���■■■
■■■
■■■■■■
■■■■■■■■■■■■
ONE
IMMMON■O■
MEN
■mom
■■■■
■
■■■■■■■
IMMEMN011011101101010■■M■
1■0
RECEIVED BY t90
Av
RELINQUISHED BY..
i

yO�Ot W A T• 19Q
�? r
C3 C"
Stermwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For gWdmwe on filling out this form, please visit htt:llpoml.Pedant.orb/w41ws/sufm:dcssw#tab-4
Permit No.: N/C
Facility Name: John
County: Fors
Inspector: Qlet
hate of Ingmwdon:
Time of Inspection:
19M
Total Event Precipitation (inches): 0.10
or Certificate of Cove H,
Phone No.
Was this a "Representative Storm Event" as defined by the permit?
(See Information below.)
o Yes o No
Please verify whether QuaUladve Maattortng Guest be perforated dwft a 'representative storm event or "meant cable storm
event" (requirements vmy, dgmw ft an the permit)
Qualitative mcna toriog nquirmmess vary. Most permits require qualitative movitoriag to be performed during a
"representative storm even" at during a "measurable strum event." However, some permits do not have this requirement
Please refer to these definitions, if applicable.
A "representative dorm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72
hours (3 days) in which no storm event measuring grater than 0.1 inches has occurred. A single storm event may contain up to
10 consecutive hours of no precipitation.
"measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous
;arable storm even must h
to document that a shorter
Dval from the local DWQ Regional Ogee.
By this signature, I cer* that this report is accurate and complete to the best of my knowledge:
(Signature of Pornitoe or Designee)
SWU-2424WM

1. Outfall Description
a
Outfail No. 001 Structure (pipe, ditch, etc.) Pipe at goad
Receiving Stream:
Describe the mdusbW activities that occur within the out&I1 drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors Clear
3. Odor.. Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor etc.)
None
4: Clarity: Chose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy:
C " 2
4
5. Floating Solids: Choose the number which best describes the amount of touting solids in the stormwater discharge, where
1 is no solids and 5 is the sure covered with floating solids:-
1 2 1
4
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater
discharge, where 1 is no solids and 5 is wM=ely muddy.
1 l�.J 3 4 5
7. Is there any foam in the starmwanw discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No
4. Is there any evidence of errosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
Last and describe Floating solids in the form of light algae and leaf/twig debris.
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or errosion/deposWon may be indicative of pollutant exposure.
These conditions warrant further investigation.

RESEARCh & ANALyTICA[
LA ORATORIES, INC.
Analytical/Process Cansultatfons
September 9, 2015
Johnson Controls Battery Division
P.O. Box 1667
Kernersville, NC 27285
Attention: Van Sullivan
Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Group, collected 24 August 2015
t Number: NIA
NPD)ESN: NCGO30224
ample
RAL
Sampling
Sampling
Total
Total
Total
Total
Date
Sample
Date
Time
Suspended
Lead
Copper
Zinc
Analyzed
L[Idontification
Number
Solids
(ms)
(mg/L)
(MWL)
(mg/L)
001
8236-01
08124/ 15
1900
15.2
<0.005
0.008
0.051
08/28 & 08/31 /15
Analyst: YJ & AA
mgfL = milligrams per Liter = parts per million (PPM) < = less than or Below Quantitation Limit (BQL)

Johnson 0
Controls
10/20/15
From: Daniel R. Thompson, Plant Manager
To: Bradley Bennett, NCDENR Division of Water Quality
Central Files — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subj: BENCHMARK COMPLIANCE FOR LEAD —TIER 11 AUGUST SAMPLING EVENT
Dear Mr. Bennett,
Please find attached our August 24, 2015 storm water sampling result. This sampling event was
conducted per the Tier 11 response actions in our permit and demonstrated compliance with our
benchmark value for lead concentration.
We have also attached a Qualitative Monitoring Report indicating that we had no discharge for the
month of September. We will submit our next sampling following a qualifying measurable event.
ly,
Dan R. Thompson
Encl: SDO Monitoring Reports

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE NO. NCO03 0224
FACILITY NAME J'olmson Controls Batt y Division w
PERSON COLLECTING SAMPLE(S) Glenn Price
CERTIFIED LABORATORY(S) R & A Laboratories, Inc. Lab # 34
Lab #
Part A. Specific Monitoring Requirements
SAMPLES COLLECTED DUR1NO CALENDAR YEAR: 2015
(all samples collected during a calendar year, shall be reported no later
than January 31 of the following year)
COUNTY Famyth
PHONE NO. 336 761-1550
(SIGNATURE OF PERMnTEE OR DESIGNEE)
By this signshue, I ccrtit}r that this report is accurate and
complete to the best of my lmowledge.
...
No.
Date :
.W
.
Coilewted
00400 '.::.
.:: 00830
Total
Flow:':
Total . .
Saspnde
Sollds
a
Cr, Tot
Ppe
Zip TatO
motdd/yr
MG
unit
mg/I
mg/1
mg/l
mg/l
001
08/24/15
0.094
7.03
1 13.20
<0.005
0.008
0.051
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? _yes —K,_no
(if yes, complete Part B)
:... Ootfill
Date
50050
` : "::OOSS6 '.:..:
:::': OOS30
00400 :'.' .
Na`::°:.
Tota1
New Mator
N ... .
Coected ...
Flow.
OII aid
Saspeaded .
OQ Usage
:.....:Sothis , .,:
. ... ;:
STORM EVENT CHARACTERISTICS:
Date NU2015
Total Event Precipitation (inches): 0.1
Event Duratlon (pours): 0.5
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches): N/A
Event Duration (hours): N/A
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, NC 27626-1617
Copy of Form SWU-245-120399
Page 1 of 2

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCGO30000
CERTIFICATE OF COVERAGE NO. NCO03 0224
FACILITY NAME Johnson Controls Battery Division
PERSON COLLECTING SAMPLE(S) Glenn Price
CERTIFIED LABORATORY(S) R & A Laboratories, Inc. Lab # 34
,Lab#
Part A: Specific Manharing Requirements
SAMPLES COLLECTED DURING CALENDAR YEAR. 2015
(all samples collected during a calendar year, shall be reported no later
than January 31 of the following year)
COUNTY Forsyth - —
PHONE No. [phone]
(SIGNATURE OF PERIAME OR DESIGNEE)
By this signature, I certify that this report is accurate and
carnpleto to the best of my knowledge.
....
....
... ............... .
......
....... ...
...............................
........... ......
....... . . . ...........
...........
....................
.......
........... ...............
......................
.... ............
......... .....
......
. . ........
.d... i .
......
.......................... ......
.......... .::......
...........
............................. ..................-9...
- - :': ip ..........
mo/ddtyr
MG
unit
mg/l
Ing/I
mg/l.
To
001
07/29/15
7.02
7.04
<0.005
<.005
0.019
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of now motor oil per month? ---yes —IL-no
(if yes, complete Part B)
Fort B: Vehicle Maintenance Activity Monitorine Reaulrements
..
............ ....
.............. ....
....................
............ .........
.......................... ;-.; .........
........ . . i .........
......................
......... V-0
....................
......
..... ...... - ...............
........... ....... ­­ ...........
...........
........................... .....
'iiw,
...... - ....................
........................................
.... ............
.......... T.
.................
G­­ .................
w
....................................
.............
u vandw
.... ...........
... ..........
.........
...... ............................
. .........
........................
.... ........
mo/ddlyr
MG
nwA
mg/l
unit
Pl/mo
STORM EVENT CHARACTERISTICS:
Date 7/29/2015
Total Event Precipitation (inches): 0.99
Event Duration (hours): 0.5
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches): N/A
Event Duration (hours): N/A
Mail Original and one copy to:
Division of Water Quality
Attn: Contra[ Files
1617 Mail Service Center
Raleigh, NC 27626-1617
Copy of Form SWU-245-120399
Page 1 of 2
M
M
M
C-)
M
<
CD
I M
i
M-1

Footnotes:
�4 Applles only to facilities at which fueling occurs.
2 Detergent monitoring is required only at facilities which conduct vehicle cleaning operations.
i
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a
systemhdesigned to assure that qualified personnel properly.gatber and evaluate the information submitted. Based on my inquirey of the person
or persons who manage the system, or those persona directly responsible for gathering the information, the information submitted is, to the best
of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
Including the possibility of tines and imprisonment for knowing violations."
(Date)
Form MR-18
Page 2 of 2

RESEARch & ANA1yTICA1
L&RATORIES, INC.
Analytical/Process Consultations
August 13, 2015
Johnson Controls Battery Division
P.O. Box 1667
Kernersville, NC 27285
Attention: Van Sullivan
!Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Group, collected 29 July 2015
i
NG34
L
Project Number: NIA
NPDES#; NCG030224
Sample
RAL
Sampling
Sampling
Total
Total
Total
Total
Date
A
f
Identification
Sample
Date
Time
Suspended
Lead
Copper
Zinc
Analyzed
Number
Solids
(m)L)
(mg/L)
(mg/L)
(mg/L)
001
7208-01
07/29/15
1810
7.04
<0.005
<0.005
0.019
0810/ /05 &
0811/15
1
Analyst: GP, YJ & AA
mg/L = milligrams per Liter — parts per million (PPM)
< - less than or Below Quantitation Limit (BQL)

RESEARck & ANAtyTrCA1
LABORATORIES, INC.
ArKi"cai/Process Consultations
August 13, 2i11S
Johnson Controls Battery Division
PO Box 1667
KernersvH* NC 27295
Attention: Van Soiiivan
Chemical Analyds for Stormwater Sampling ldrnti8td as Johnson Control Battery Division (Outran 001)
mglL = MMi MW PcrLiter - pm9s Per -'Dion (PPM)
BQL = Below QuaftitWoo Limits
< - lam thEm or Below QuandUlion Limit (BQL)
NOON

RESEARch- :& ANAIYAcAl
F LkoRATOMES, INC'.
Analytical 1 Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
wA7F12 r wAR1•E1 A'MV I Mlsc_
mwop_;
7• 1ai+�
-
•
•
•
• 4
REQUESTED ANALYSIS
arm■■■■■■®
■■■■■■■e■■■�■■■
�
00101111101
=MEMO■I■
■■■■■■■■■■■■■■■
==MEMO■®
■■■■■:■■■e■■
■■■
hem■
■■®
e■■■
■■■■■■
■■
i I
SAMPLE MIPT

has 0)1(0
0 on
Controls
8/24/15
From: Daniel R. Thompson, Plant Manager
To: Bradley Bennett, NCDENR Division of Water Quality
Central Files — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subj: BENCHMARK COMPLIANCE FOR LEAD —TIER II JULY SAMPLING EVENT
Dear Mr. Bennett,
Please find attached our July 29, 2015 storm water sampling result. This sampling event was conducted
per the Tier II response actions in our permit and demonstrated compliance with our benchmark value
for lead concentration.
cerely,
Dan R. Th pso
Encl: SDO Monitoring Report

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on fill ft out this form, Please visit httpJlga Wmcdem�.OZ&WVwc�/ws/�b-4
Permit No.: N/C or Certificate of CoveratN/GG
Facility Name: Johnson Control Battery Division
County: Forsyth Phone No.
Inspector. Glenn Price
Date of Inspection: 07/29/15
Time of Inspection: 1810
Total Event Precipitation (inches):
0.99
Was this a "Representative Storm Event" as defined by the permit?
7ye
information below.)
s o No
Please verify whether Qualitative Monitoring must be performed dow a areprramwatm storm evens or "measw eable storm
evert" (requirements very, depen&V on the permit.)
Qualitative monitoring rcgtmi ==ds vary. Most permits require qualitative mon'storing to be pesfoffied during a
eve storm event" or during a "measurable storm evert" However. some permits do not have this requircmeat.
Please refer to these de8nidow, if applicable.
A "restive storm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72
hours (3 days) in which no storm event measuring greater than 0.1 incbes has occurred. A single storm event may contain up to
10 consecutive hours of no precipitation.
"meamwable storm event" is a storm event that resuhs in an actual discharge from the permitted site outran. The previous
msmable storm event must h
le to document that a shorter
praval from the local DWQ Regional Office.

1.Offfntl Description
. Out&U No. ' 001 Structure (pipe, ditch, etc.) Pond
Receiving Stream:
Desai'be the industrial activities that occur within the outfall drainage area:
2. Color. Describe the color of the discharge using basic colors (red, brown, bhne etc.) and tint
(ligli%,dark) asde=49ors Light Brown
3.Odor: Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odoretc.)
None
4: Clarity: Chose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy:
2 3 4 5
S. Planting Solids: Choose the number which best describes the amount of forting solids in, the stormwater discharge, where
l is no solids and 5 is the surbpce covered with floating solids:
1 3 4 5
fR Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater
discharge, where I is no solids and 5 is extreuueiy muddy.
1 �.� 3 4 5
7. Is there any foam in the starmwater disdwp? Yes No
S. Is there an oil sheen in the samwater discharge? Yes No
9. Is there any evidence of erradon or deposition at the oultf'all? Yes No
10. Other Obvious Indicators of Skormwater Pollution:
List and describe Ligbt floating solids in the form of algae.
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or errosion/deposition may be indicative of pollutant exposure.
These conditions warrant further investigation.

h I B STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
L I
is
GENERAL PERMIT NO. NCG030000 !
CERTIFICATE OF COVERAGE NO. NCGO3 0224
FACILITY NAME' Johnson Controls Battery Division
PERSON COLLECTING SAMPLES) Glenn Price _ -
CERTIFIED LABORATORY(S) R & A Laboratories, Inc. Lab # 34
Lab #.
Part A:�Specitic Monitoring Requirements
SAMPLES COLLECTED DURING CALENDAR YEAR: 2015
(all samples collected during a calendar year, shall be reported no later r
than January 31 of the following year)
COUNTY Forsyth
PHONE NO. [phone]
(SIGNATURE OF PERMITTEF.. OR DESIGNEE)
By this signature, I certify that this report is accurate and
complete to the best of my knowledge.
tij ?'•` i j y
'Outfall.
�No.
-Date
Sautple
Collected
50050.
40400 -
" 00530
01051
Total ,:
'>rlaw
:.pH
Total
'' Suspended
Solids
bead
Copper, Tot
Zinc, Tot
mo/ddlyr
MG
unit
mg/1
mall
mall
mg/I
t I i001
06/19/15
6.53
7.5
0.060
<0.005
0.047
Does this thcility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? fires X no
{if yes, complete Part B)
h 4 �a
Part B: Vehicle Maintenance Activitv Monitorina Renuiretitents
5­1 .._:Oatfall .
y No.
: �...
.:
Date
Sample`
I
Collected I
50050
-=00556
00530
00400
Total: °' _
Flow
Total
Oil and
Grease
I Totu1:
Suspended
Solids
pH'
New Motor
Oil Usage
mold r
MG
me
Me
unit
Pavmo
9 I
STORM EVENT CHARACTERISTICS:
i Date 6/19ROl5
Total Event Precipitation (inches): 4.12 Mail Original and one copy to:
Event Duration (hours): 1.5 hours ' Division of Water Quality
Attn: Central Files
(if more than one storm event was sampled) 1617 Mail Service Center
Date Raleigh,,NC 27626-1617
rotal Event Precipitation (inches): NIA
Event Duration (hours): NIA
Copy of Fonn S WU-245- l 20399
Page I of 2
�rwlr�.

Footnotes:
` Applies only to facilities at which fueling occurs.
1 Detergent monitoring is required only at facilities which conduct vehicle cleaning operations.
"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 inquirey 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 belle[, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
In'clutiiag the possibility of tines and Imprisonment for knowing violations."
(Date)
Form MR-18
Page 2 of 2

r
Johnson *
Controls
7/27/15
From: Daniel R. Thompson, Plant Manager
To: Bradley Bennett, NCDENR Division of Water Quality
Central Files — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subj: EXCEEDENCE OF BENCHMARK FOR LEAD ATJCI KERNERSVILLE FACILITY
Dear Mr. Bennett,
Please find attached the June 2015 storm water sample. Johnson Controls understands that this is the
second sample above the benchmark of 0.03 mg/L. Johnson Controls has begun implementing Tier it
and Tier I requirements as indicated in the permit.
Si
R. Thompson
vM �
Encl: SDO Monitoring Report z C m
n
a
r, C4 m
-� M N
�.... ?N:- ..D..............

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this farm, please veil bM://Dortal.ncdenT.PmJwebtwa/ws/si!LnDdessw#tab4
Permit No.: N/C or Certificate of Cove N/C/G
Facility Name: Johnson Controls
County: Forsyth Phone No.
Inspector: Glenn Price
Date of Inspection: 06119/ 15
Time of Inspection: 1819
Total Event Precipitation (inches): 0.12
Was this a "Representative Storm Event" as defined by the permit?
(See information below.)
dyes o No
Please veryywhether Quufuative Monitoring must be performed drying a "representative storm event or "measureable storm
event" (requirements vary, depen ft on the permu)
itive monitoring roquirctnetns vary. Most permits require qualitative monitoring to be performed during a
critative storm event" or during a "measurable storm event." However, some permits do not have this requirement
refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 incites of rainfall and that is prey by at least 72
hours (3 days) in which no storm event measuring greater clan 0.1 inches has occurred. A single storm event may contain up to
10 consecutive hours of no precipitation.
"measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous
mswable storm event must h
le to document that a shorter
pmval from the local DWQ Regiond Office.
By this signature, I certify that
(Signature of Pennitee or
SWU-2424rMM

1:Outfall Description
Outfall No. 001 Structure (pipe, ditch, etc.)Retention pond
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors Clear
3. Odor. Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor,etc.)
None
4: Clarity: Chose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy:
U 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of foating solids in the stormwater discharge, where
1 is no solids and 5 is the surface covered with floating solids:
1 2 1 3 -1 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater
discharge, where 1 is no solids and 5 is extremely muddy.
1 3 4 5
7. is there any foam in the stormwater discharge? Yes No
9.1s there an oil sheen in the storrowater discharge? Yes No
9. is there any evidence of errosion or deposition at the outfall? Yes No
10.Other Obvious Indicators of Stormwater Pollution:
List and describe Floating solids in the form of algae and light duckweed only.
Note: Low clarity, high solids, and/or the presence of foam, oil sheers, or errosion/deposition may be indicative of pollutant exposure.
These conditions warrant further investigation.

RESEARCh & ANA[yT1CAi
LABORATORIES? INC.
Analytical/Process Consultations
July 1, 2015
Johnson Controls Battery Division
PA Box1667
! Kernersville, INC 27285
Att ration: Van Sullivan
Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Group, collected 17 November 2015
moo.
ti2 NC #34
1•i
Project Number: NIA j
NPDES#: NCG030224
Sample
RAL
Sampling
Sampling
Total
Total
Total
Total
Date
Identification
Sample
Date
Time
Suspended
Lead
Copper
Zinc
Analyzed
{
j
Number
Solids
�
(mg/L)
(mg/L)
(mg/L)
(mg/L)
E3 001
5637-01
06/19/15
1819
7.5
0.060
<0,005
0.047
06/19�06/22 &
l
06/30/ 15
I Analyst: GP, YJ & AA {;
3
mg/L = milligrams per Liler = parts per million (PPM)
< = less than or Below Quantitation Limit (BQL)

RESEARCH & ANALYTICAL
LABORATORIES, ING
Analy" Process Consultations
July 1, 2015
Johnson Controls Battery DWWon
PO Box 1667
KernersWft NC 27295
Attention: Van Sullivan
Cheaieal Analysis for Stormwater Sampling Identified as Johnson Control Battery Division (Outfa11401)
mg/L = mi[NF-as per Lim =1ub per million (PPM)
BQL — Below Quentitatioo Limits
< — less dum or Below Quanritation Limit (BQL)

I� •
RESEARCh & ANA[y tiCA1
tkokwmks'. INC.::
Analytical 1 Process Consultations
! Phone [phone]
CHAIN OF CUSTODY RECORD
WATER 1 WASTEWATER I misc.
.•
•
•
iw
REQUESTED ANALYSIS
•.-PFf0JECT
r
CONTACT PHONE
�12 rff�m
FINE
_m■■■■-®
■■■�.■.■■■■■■.
ENIMMEMEN
�0■■■■�®
■/■■■■■■■■�/
■■■
�EUNQIJISHED :
,.
,
,:
..
,:�

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE NO. NCG03 0224
FACILITY NAME Johnson Controls Battea Division
PERSON COLLECTING SAMPLE(S) Glenn Price
CERTIFIED LABORATORY(S) R & A Laboratories, Inc. Lab #i 34
Lab #1
Part A: Specific Monitoring Requirements
SAMPLES COLLECTED I?URING CALENDAR YEAR: 2014
(all samples collected during a calendar year, shall be reported no later
than January 31 of the following year)
COUNTY Forsyth
PVbNE 33 761-1550
(SIGNATURE OF PERNIMEE OR DESIGNEE)
By this signature, I certify that this report is accurate and
complete to the best of my knowledge.
00400
,00530.
01051
_ ; 00556::
: 78141
Date
Total
Total Toxic
Outfall
Sample
Total :
; pA
Suspended
Lead .....
011 and'
.:...........
:. ...............
Collected
::..... ]Flow ....:::::
:::.........
Solids:..::
:.. ,...
Gress e..
aui
:Or cs.......:'.
mo/dd/yr
MG
unit
mg/l
mgll
mg/l
mgll
001
09/29/14
0.112
7.13
15.0
<0.005
<5.0
1 None Detected
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? ,_yes X no
(if yes, complete Part B)
Part B: Vehicle Maintenance Activitv Monitoring Requirements
::OntfalL::.:'.:
..... Date 's
:€€:i:00555'i
'. 00 0 .: ;::(10400
No.
Sample
Total
.Total
pH...:...
New Motor
Collected;
Flaw
Oil and
'Suspended
mo/dd/vr
MG
mall
mall
unit
Pal/mo
STORM EVENT CHARACTERISTICS:
Date 9/29/2014
Total Event Precipitation (inches): 0.12
Event Duration (hours): 4
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches): _ NIA
Event Duration (hours): NIA
Mail Original and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Raleigh, INC 27626-1617
Copy of Form SWU-245-120399
Page I of 2

STORMWATER DISCHARGE OUTFALL (SDO)
... MONITORING REPORT
GENEltAL PERMIT NO. NCO030000
CERTIFICATE OF COMAGE NO. NCG03 0224
FACILITY NAME Johman Cozftols jM Division
PERSON COLLECTING SAMPLE(S) GlemrPdoe
CERTIFIED LABORATORY(S) " R & A jekEd2dS Inc. Lab #. 34
'Lab #
Part A: SpeMc Monitoring Requirements -
SAbflqM COLLECTED DUR1140 CALENDAR YEAR 2014
(all samples collected during a calendar year, shall be teported no to
than January 31 of the following you)
COUNTY Eq�
Pk)6NB NO. (330,161-1550
(zmmn OF PERmrrm OR DmGM)
By this Wpdm% I =* that this report is mmmW and
complete to the best of my kwwledg&
,
;iMM,'.i.
....
. . . . ..
. . .
..... ........I
.
...V.... .
........-....
,
j-
ii
,
'.
Ii�jiq F JN.
.fl
il
-Hm-RH0NHM!;!N
I
9WI;
I,
n1M
igg
:::I
n.,
•I.IN
,MW:t
RH
IN
i
I
M
. Hz
V0i
Nxx,:
:R5.
- m
! !
!H
�
.....j
..n
!RlI
I
mo/ddir
MG
unit -1
1010
1
1 mffA j
001
11/17/14
0.589
7.09
<19.2
0.1
<5.0
None Detected
Does this fuft perform Vehicle Mahtteamoo Activities using more than 55 gallons of now motor oil per mouth? —yes —2LJto
(if M Complete Part 13)
Part B. VdMe Maintenance Activity Monherhin Reaulrements
4�14 99"W-N'-0�t
Nn•AI
4
51.1
it
M;
:%24
M:=N;
I Nfl!r
V.
I mo/dd/yr
MG
m
MVA
unit
mo
STORM XV.RNT (33ARACTERIUMCS:
Date 11/17/2014
Told Event Precipitation (in"). 0.63
Event Duration (hours): 5 hrI6 11 min.
(if more than one storm event was sampled)
Date
Total Event Precipitation (Inches): N/A
Event Duration (hours)- , N/A
Mau orliginal and one copy to:
Division of Water Quality
Attn: Central Files
1617 Mail Service Center
Ralelgb6 NC 27626-1617
Copy of Farm SW-245-120399
Pop 1 of 2

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For gW m:ce an filling out this fora; please visit h ftA u.or�J
Permit No.: N/C ' or Certilleste of Coveratl /
Fee ty Name: Johnson Controls
County: Emma Phone No.
Inspector, ohm Price
Date of Inspection: 1 M7114
Time of hRmlion: 1121
Total Event Precipitation (inches): 0.63
Was this a "Representative Storm Event" as defined by the permit?
(See informatfon below.)
/Yea o No
Please vero whether Qw&athw Mom m*rg now be pa*msd &aft a xrepre8ewattw storm eu+errt or nmea nreable storm
eywe (re uVemmW vary, dopenft an thepo mb j .
On manhod= requirecunts vm7'• Most paaniti: require qudhative mandt wing to be pe fmwed daring a
entative worm evue or dmigg a "measurable atom event" However, some permits do not have this requQemem
refer to thoso daftollow, if gVfi able.
A "representative star= event" is a state event that measures greater than 0.1 inches of rsinihll and tbat is pmeoeded by at least 72
horns (3 days) in wbkb no atcmm event mewuring greater than 0.1 has o=ured. A single storm event may co t& up to
10 Cansomdive. hours of no mom.
"measurable storm evert" is a strum event that r+esubs. in an acted died kup from the permitted site ou tfidL The previous
msumble ;farm event most h
It to docunwat that a shorter
wwd fmm the local DWQ Reg:anal Offim
By this aim 1p; y list this report is acmnve and complete to the best of my kwMcdge:

1. Uutfail Description
outfim No. 001 Structure (pipe, ditA etc.) Pond
Receiving Sts+emL
Desm"be the industrial acdvitm dw occur within the o11 drainage men:
2. Color: Describe the color of the disdWaW using basic colors (red, gown, brie, dr—) and fiat
(liter medkm dmk) as dmmVtm Clem.
3. Odor. Ike any distinct colors that the Mcha gee may have (i.e., smalls strongly of oil, weak chlorine odor etc.)
None
4: Clarity: Mose the amber whisk best describes do cl" of the discharge, where 1 is clear and 5 is very cloudy:
4
S. Fketh g Soldds: Choose the mmsber which best dwm'bes the amount of fr f mg solids is the storm water disd uM where
1 is no solids and 5 is the surface coveted with Boating solids:
2 1 3 4 5
6. Suspended Sands: (Moose the number which best describes the amount of suspended solids is the darorwaft
disch� whew 1 is no solids and 5 is exm=ly muddy:
3 4 5
7. is these any foam in the stmmwater disdWe? Yes No
8. Is there an ag sheen in the stormwater, &mhmge? Yes No
9. Is there any evidence of envdon or deposltlon at the outf H? Yes Na
10. Other Obvlaus )Mors of Stormwater Motion:
List and describe El !ft debris fromi leavestwigs only.
Note: Low alarm►. high solids, and/or the presence of foam, on sheen, or erromm/degosibm may be indicative of pollutant cam.
These oandhkms wanaot gather investigadon.

Stormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
2014 Calendar Year
Rationale for Di scha�r a Calculations
The rational formula is used for the basis of the calculations. The rational formula has bees
developed to calculate the rate of run-off from a rain event of a given intensity over a given area.
The formula is written:
Q .CIA
where: Q is the rate of run-off flow in cubic feet per second (CFS)
I is the rain intensity in inches per hour
A is the land a' contributing run-off to the discharge point
and: C is a run-off coefficient which ranges from 0 for a completely pervious surface to
0.90 for a completely impervious surface..
The rational formula results from the fact that, for a completely impervious surface, a rainfall of
one inch over a period of one how on an area of one acre will result in a run-off discharge of one
CFS. The run-off coefficient C can be thought of as a correction factor based on the percentage
of the total rainfall which will run off from a given area due to how pervious or impervious the
`surfiace of that area is. Since the discharge permit for this facility requires an estimate of the total
discharge from the storm event during which samples are collected, we will use a modified foam
of the rational formula to calculate the total discharge as follows:
Q< W CRA (0.027)
where: Qt is the total discharge in Million Gallons
C is the run-off coefficient as defined above
R is the. total amount of rainfall in inches
A is the surface area contributing flow to the sample location in acres
and: The constant 0.027 in the modified equation corrects the units to Nfillion Gallons
(MG) based on the fact that 1 act+e-inch = 0.027 MG
For drainage areas which are comprised of a combination of pervious and impervious areas, the
formula can be written as follows:
Qt = [CiAI + Q2A21 (R) (0.027)
where: C, = C factor for pervious areas
Al pervious area contributing to the outfall in Waw
Cz W C'factor.for impervious areas
Az = impervious area contributing to the outfall in acres
Page 1 of 2

The total, rainfall for the November 17, 2014 storm during which samples were collected at this
facility was 0.63 inches (R). We wM use gcn=Uy accepted conserwdive'estimates of the nm-off
coefficent of Ci = OSO for pervious areas and C2 = 0.90 for impervious areas. For the pervious
areas A1= 58.71 acres and far the impervious areas A2 =16.4 acres.
Qt = [Cl A, + C2 A2] (R) (0.027)
Qt = [(0.50) (58.77) + (0.32) (16.4)) (0.63) (0,027)
Qt = 0.589 MG
a
Page 2 of 2

RESEARCh & ANA1yTICA[
LABORATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER 1 WASTEWATER misc.
•
• • •
•
REQUESTED ANALYSIS
STATE, ZIP
may'141 zfunrA
CONTACTCITY,
•
L Jy��fiw�
��■■■■�■
■■■■■■■■■■■■
ONE
RELINQUISHED :
,.RECEIVED:
EmAWW
i
d

RESEARch & ANAtyricAL
LABORATORIES, INC.
AnaW lcat/Process Consultations
Chemical Analysis for Selected Parameters and Water Sample Identified as Outfall 001
(A Johnson Controls Project, collected 17 November 2014)
L Pesticide&MCB's
QMmutation
outran 001
EPA Method 608
Limit
Paramete
(MMU
(mgIL)
Aldrin
0.001
BQL
Alpha,BHC
0.001
BQL
Be.TBHC
0.001
BQL
Delta,BHC
0.001
BQL
Gamma,BHC
0.001
BQL
Chlordane
0.010
BQL
44-DDD
0.001
BQL
44-DDE
0.001
BQL
4-4'-DDT
0.001
BQL
Dieldrin
0.001
BQL
Endosulfan 1
0.001
BQL
Endosulfan 11
0.001
BQL
Endosulfan Sulfate
0.001
BQL
Endrin
0.001
BQL
Endrin Aldehyde
0.001
BQL
Heptachlor
0.001
BQL
Heptachlor epoxide
0.001
BQL
Methoxychlor
0.001
BQL
Toxaphene
0.020
BQL
PCB 1016
0.005
BQL
PCB 1221
0.005
BQL
PCB 1232
0.005
BQL
PCB 1242
0.005
BQL
PCB 1248
0.005
BQL
PCB 1254
0.005
BQL
PCB 1260
0.005
BQL
Sample Number 799727
Sample Date 11/17/14
Sample Time 1121
PCB = Polychlorinated Biphenyl
mglL = mlligrams per Liter = parts per million (ppm)
BQL = Below Quantitation Limits
maw .

RESEARCH & ANAL TICA1 ' .,"A
®� LAboRATORIE5� INC. Z�
0 Analyiicd/Process Consultations
December 2, 2014
Johnson Controls Battery Group
PO Box 1667
Kernersville, NC 27285
Attention: Bill Delaney
Chemical Analyses for Stormwater Sampling identified as Johnson Control Battery Division (Outfall 001)
L
Pro'ect Number: NXA
ff
,
Total Suspended Solids
19.2
B 1.
Tab] Lead
0.005
0.100
Oil & Grosse
5.00
ME
Sample Number
799727
Sam le Date
11/17/14
Sample Time
1121
Rainfall
0.63 in.
Event Daration
5 hr. l 1 minx
esNis of Visual Monitoring of Stormwater Oo#fall Identified as Outfall 001
t Johnson Control Battery Division
Pro'ect Number:NU
NPDES t/NCGO30224
p
IE.
R
Color
Semi -Annual
Visual
Clear
Odor
Semi -Annual
Visual
None
g!ft
Semi -Annual
Visual
t
IL
Floating Solids
Scmi-Annual
Visual
Moderate
Suspended Solids
Semi -Annual
Visual
light
Foam
Semi -Annual
Visual
None
00 Sheen
Semi -Annual
Visual
None
Other obvious
on idirators of
stormwater Nation
Semi -Annual
Visual
None
mg/L a milligrams Per Liter — Puts Per million (PPb)
BQL — Below Quwdtmdon Limits
<— less than or Below Quaatitafion%imk {BQL}

RESEARCH & ANALYTICAL
LAbORATORiES, INC.
Ando d/Proom cormiffaftm
Cbmdcd Aaatyak for Selel W Pr nwvet s and water SanVle Ide djkd as Owfaff 001
(A Johlltsoa Cols ole P_1!%% cow 17 Novanber 2014)
g Vdwme onpnie:♦ Qua as OW&D 001 ry som �oial0e Orgmft Quandtwdm oad Q 001
IMA Odd 04 Llurte fdedwd 05 Bruit
PUMMOM dMWL1 (main !m2m (M-EM
mode me Cw.ofda
0A10
B%
0.010
B%
l,l-11mh1
0.010
BQL
I,1 ka0
0,010
BQL
cuolefom
0.010
am
Chrbca Tdmcblmib
0.010
BQL
laakmompopm
a010
BQL
Tdchumued ane
0.010
B%
DIromodbloromohm
0,010
B%
1,1,2-Tdahmomdbm
a010
BQL
Teftodmodhc=
0.010
ML
Cblmahetza
0.010
BQL
7ums-1,2-Dthaae
0.010
BQL
lAaw lmoetlmm
0.010
BQL
1.1.1-Tdd9GfDc9bm
0.010
BQL
0.010
BQL
c32-IA4smmvpnx=
oAlo
BQL
B®
a0lo
BQL
TMw1AZ*hkwFoPc2ft
0.010
BQL
ammoftm
oolo
BQL
1,19,21'iettechlmodws
0A10
BQL
Talm m
0.010
SQL
B1hplBC==
0.010
BQL
0.010
BQL
0.010
BQL
rugalaw
0.010
BQL
Lblasooft t:
0.010
BQL
Tatgx71eam
0.010
BQL
Aumbin
0.100
BQL
A=ylonitr9b
aloo
BQL
242larosalsyl Vw etbar
0.010
BQL
iUL Nbedhmmm
Told Oil & [Roars
TOW Suvm w Salida Cis)
Told Lead
swab Numbw
suabDab
sm lime (h")
Qp nthattm Outfau 001
Limit
�i i
5.0 BQL
19.2 BM
Ms 0100
BQL o Bdw QWodudOR Limb
m40L-milligmmeperLttw-Pam Pm Or*
.799M
11/17/14
1121
OAIO
BQL
24Chlmn bCnd
0.010
B%
Z4-Diehbn*hmal
0.010
BQL
2,4-DbuftW=w]
0.010
BQL
Z40kftmOnd
0.050
BQL
2 4
0.050
B%
2-Woopbmal
0.010
Br 1,
44&mpbmd
0.050
B%
Pmf ddmglb-d
0.050
B% .
Phmd
0.010
BQL
2.4-Tddd-Wh=cl
0.010.
BQL
Act
0.010
BQL
Ao
0.010
BQL
ACM=D Qe
0.010
B%
Bmadioe
0.050
BQL
Bmao(a1
0.010
BQL
Beom(aj�yrmm
0.010
BQL
a
0.010
BM
BcUm&d
0.010
BQL
Bmm(1ca
0.010
BQL
B-gl6w
0.010
BQL
Bis f2-cW ,, m p >qi a A
0.010
BQL
Bls(2- yllethm
0.010
BQL
0.010
BQL
0.010
BQL
4 muopbmIphaaylatber
0,010
BQL
2-aH1cw
0.010
BQL
4�loaapimo pbmyl etha
0A10
B%
Q37-
0.010
SQL
Dibeazo(p hjwPi
0.010
BQL
l imobcm=o
0.010
BQL
1,3-Dwd=b==c
0.010
B%
1,4MW*m*c=M
0.010
BQL
3$-Diah]aabearidiae
0.020
BQL
mcdwlphthaleta
0,0I0
B%
DhmcW
0.010
BQL
Di-Naz*i vbft eto
OA10
BQL
2,
0.010
BQL
$6Dwftow,me
0A10
B%
Dl-NAatglphmahme
0.010
B%
1,2-pi��
0.030
BQL
Phomn9mv
0.010
BQL
Fhsmone
0.010
BQL
Hmo�hlmobm
O.OIO
BQL
Hmoer�lmobtt
0.010
BQL
0.010
BQL
Eao�
0.010
BQL
]adoo(123-ad)py=a
aolo
BQL
laopbmn0
0.010
BQL
Napbfthme
OA10
BQL
Nho>mzme
0.010
0.010
BQL
0.010
BQL
N
0.010
BQL
0.010
BQL
PY-0
0.010
BQL
IA4-TdM=Obcwms
0.010
B%
DJ P.ctm
1
Sample Number
Date
799727
11/17n4
Sam* Time (hn)
1121

RESEARCh & ArWyTICAI
QO LAbORATOR1ESr INC.
Analytical/Process Consultations
Chemical Analysis for Selected Parameters and Water Sample Identified as Outfall 001
(A Johnson Controls Project, collected 29 September 2014)
I. Pesticides/PCB's
Quantitation
Outfall00l
EPA Method 608
Limit
Parameter
(me/L)
(mg/L)
Aldrin
0.001
BQL
Alpha,BHC
0.001
BQL
Beta,BHC
0.001
BQL
Delta,BHC
0.001
BQL
Gamma,BHC
0.001
BQL
Chlordane
0.010
BQL
4-4'-DDD
0.001
BQL
4-4'-DDE
0.001
BQL
4-4'-DDT
0.001
BQL
Dieldrin
0.001
BQL
Endosulfan 1
0.001
BQL
Endosulfan 1 1
0.001
BQL
Endosulfan Sulfate
0.001
BQL
Endrin
0.001
BQL
Endrin Aldehyde
0.001
BQL
Heptachlor
0.001
BQL
Heptachlor epoxide
0.001
BQL
Methoxychlor
0.001
BQL
Toxaphene
0.020
BQL
PCB 1016
0.005
BQL
PCB 1221
0.005
BQL
PCB 1232
0.005
BQL
PCB 1242
0.005
BQL
PCB 1254
0.005
BQL
PCB 1260
0.005
BQL
Sample Number 796030
Sample Date 09/29/14
r
Sample Time 1552
PCB = Polychlorinated Biphenyl
mg/L = mlligrams per Liter = parts per million (ppm)
BQL = Below Quantitation Limits

aa•-- ti
RESEARCh & ANAtyTICA '
` Z.
LAbORATOR1ESi INC.
Analytical/Process Consultations�?sr
Chemical Analysis for Selected Parameters and Water Sample Identified as Osdfa11001
(A Johnson Controls Project, coAected 29 September 2014)
p, Volatile Omanies
Quantitation
Outfau 001
IV. Semi -volatile Organics
Quantitation
Oatfall 001
EPA Method 624
Limit
Method 625
Limit
Parameter
(MPJLI
(OWL)
Parameter
(ma/L)
(MZU
Methylene Chloride
0.010
BQL
4-Chloro-3-methylphenol
0.010
BQL
Trichlomflra mmcdmne
0.010
BQL
2-Chlomphenol
0.010
BQL
1,1-Dichloroetheae
0.010
BQL
2,4-Dichlorophenol
0.010
BQL
1,1-Dichloroethane
0,010
13QL
2,4-Dimethylphenol
0.010
BQL
Chloroform
0.010
BQL
2,4-Dimtro h of
0.050
BQL
Carton Tetrachloride
0.010
BQL
2-Methyl-4,64mmophenol
0.050
BQL
1,2-Dichlompropane
0.010
BQL
2-Nmuphenol
0.010
BQL
Trichloroethene
0.010
BQL
4-Nm pbenol
0.050
BQL
Dibromoehlorvmethane
0.010
BQL
Pentachlaropbenol
0.050
BQL
i j,2-Trichloroethane
0.010
BQL
Pbenol
0.010
BQL
Tettachlomethene
0.010
BQL
2,4,6-Trichlomphenol
0.010
BQL
Chlorobenzme
0.010
BQL
A
0.010
BQL
Tram-1,2-Diehloroetheae
0.010
BQL
Acenaphthylene
0.010
BQL
1,2-Dichloroetham
0.010
BQL
Anthracene
0.010
BQL
1,1,1-Triehloroethane
0.010
BQL
Benziuline
0.050
BQL
Bromodiehlommzthane
0.010
BQL
Benno &*Othracenc
0.010
BQL
Cis-1,3-Dichloropropene
0,010
BQL
Benzo(a)pymne
0.010
BQL
Benzene
0.010
BQL
Bearo(b)tiuoranthem
0.010
BQL
Trans-1,3-Dichlomprapene
0.010
BQL
Benzo(gbi)peryl-
0,010
BQL
Bromoform
0.010
BQL
Benm(k)lluomthene
0.010
BQL
l,l,2�2-Tenacblorocthane
0,010
BQL
Benzyl butyl phthalate
0.010
BQL
Toluene
0.010
BQL
Bis(2-chioroethcxy)mtthane
0.010
BQL
Ethyl Benzene
0.010
BQL
Bis(2-cblomethyl*th-
0.010
BQL
Chloromethare
0.010
BQL
Bis(2chlomisopropyl)ether
0.010
BQL
Bromomethane
0.010
BQL
Bis(2-etbyl-hexyl)phthal=
0.010
BQL
Vinyl Chloride
0.010
BQL
4-Bromophcnyl phenyl ether
0,010
BQL
Chloroethane
0,010
BQL
2-Chlmonaphthalene
0.010
BQL
Total Xylenes
0.010
BQL
4-Chlomphenyl phenyl ether
0.010
BQL
Acrolein
0.100
BQL
Chrysene
0.010
BQL
Acrylonitrile
0.100
BQL
Dibenm(s,h)anthracene
0.010
BQL
2-Chlonxibyl vinyl ether
0,010
BQL
1,2-Dichlorobenz=
0,010
BQL
1,3-Dichlombenzene
0.010
BQL
1,4-Dichlorobcnzzne
0.010
BQL
3,3-Dichlombenzidine
0.020
BQL
Diethyl phthalate
0.010
BQL
lll. Miscellaneous
OnantitatiOB
Outran 001
Dimethyl phthalate
0.010
BQL
Limit
Di-N-Butyl phthalate
0.010
BQL
Parameters
(mg/Ll
(mgAL)
2,4-Diniuotoluene
0.010
BQL
2,6-Dinitotoluene
0.010
BQL
Tatal Oil & Grease
5.0
BQL
Di-N-Octyl phthalate
0.010
BQL
Total Suspended Solids (TSS)
5.0
15.0
1,2-Dipheny1hydranne
0.050
BQL
Total Lead
0.005
BQL
Fluoram eae
0.010
BQL
Fluor'M
0.010
BQL
Hexachlorobenzene
0.010
BQL
Hexachloroburadicne
0.010
BQL
Hexachlarocyelopcutadiene
0.010
BQL
Dilution Factor
1
Hexachloroelhane
0.010
BQL
lndeno(1,2,3c 1) pyrene
0.010
BQL
Isophorone
0.010
BQL
Sample Number
796030
Naphthalene
0.010
BQL
Sample Date
09/29/14
Nitrobenzene
0.010
BQL
Sample Time (hrs)
1552
N-Niuosodimethylarnme
0.010
BQL
N-nitrosodi-n-propylamine
0.010
BQL
N-Nitmsodiphenylamine
0.010
BQL
Pbmanthrene
0.010
BQL
Pyreoe
0.010
13QL
1,2,4-Trichlombenzne
0.010
BQL
Dilution Factor
1
BQL = Below Quantitation Limits
Sample Number
796030
mg1L = milligrams per Liter =perm per million (PP-)
Sample Date
09/29/ 14
Sample Time (hra)
1552

RESEARCh & ANA1YTICAL
��® LAbORATORIES, INC.
®®� Analytical/Process Consultations
October 30, 2014
Johnson Controls Battery Group
PO Box 1667
Kernersville, NC 27295
Attention: Bill Delaney
Chemical Analysis for Stormwater Sampling identified as Johnson Control Battery Division (Outfall 001)
�:, Ws
1C#34 _'
1.
Project Number: N1A
1 T, Qusatitatton
:_.
. iameter :. .:., ,NjI
lir `1k 1.
Total Suspended Solids SS
5.00
15.0
Totall.ead
0.005
BQL
Oil & Grease
5.00
BQL
Simple Number
796030
Sample Date
09/29/14
Sample Time
1552
Rainfall
0.12 in.
Event Duration
4 hr.
esults of Visual Monitoring of Stormwater Outfall lden ' ed as Outfall 001
at Johnson Control Battery Division
Project Number: N1A
NPDES #€NCG030224
SYonnwster
M66i tonng'
Discharge
Monitoruig :71
Location
Charterisdcs =
1F aea
T
001
Color
Semi -Annual
Visual
Light Tan
Odor
Semi -Annual
Visual
None
C
Semi -Annual
Visual
Light
Floating Solids
Semi -Annual
Visual
Light
Suspended Solids
Semi -Annual
Visual
Light
Foam
Semi -Annual
Visual
None
Oil Sheen
Semi -Annual
Visual
None
Other obvious
on idicators of
Semi -Annual
Visual
None
stormwattr Pollution
mg/L = milligrams per Liter = parts per million (PPM)
BQL = Below Quantitation Limits
< = less than or Below Quantitation Limit (BQL)

�1of VJATf;,�
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this farm, please visit http://portal.ncdenr.or web/wq/ws/sWnpdessw#tab-4
Permit No.: NIC
Facility Name: Johnson Controls
or Certificate of CoveraN/C/G
County: Forsyth Phone No.
Inspector: Glenn Price
Date of Inspection: 09/29/14
Time of Inspection: 1552
Total Event Precipitation (inches):
0.12
Was this a "Representative Storm Event" as defined by the permit?
(See information below.)
/yIes ❑ No
Please verb whether Qualitative Monitoring must be performed diving a "representative storm event or "measureable storm
event" (requirements vary, depending on the permit.)
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be performed doming a
"representative storm event" or during a "measurable storm event." However, some permits do not have this requirement
Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72
hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to
10 consecutive ]tows of no precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous
measurable storm event must h
able to document that a shorter
approval from the local DWQ Regional Office.
By this signp&e, j certibhat this report is accurate and complete to the best of my knowledge:
of Permitee or Designee)
S)M.242-020705

1, Outfall Description
Oinfall No. 001 Structure (pipe, ditch, etc_) Pond
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors Light Tan
3. Odor: Describe any distinct colors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor,etc.)
None
4: Clarity: Chose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy:
1 t!.• ` 3 4 5
5. Floating Solids: Choose the number which best describes the amount of foating solids in the stormwater discharge, where
1 is no solids and 5 is the surface covered with floating solids:
1 l.�� 3 4 5
b. Suspended Solids: Choose the number which best desmbes the amount of suspended solids in the stormwater
discharge, where 1 is no solids and 5 is extremely muddy:
1 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there any evidence of errosion or deposition at the outfall? Yes Na
10.Other Obvious indicators of Stormwater Pollution:
List and describe None -floating solids in the form of light duckweed.
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or errosion/deposition may be indicative of pollutant exposure.
These conditions warrant finther investigation.

Stormwater Discharge Calculations
Johnson Controls Battery Group
Kernersville, North Carolina
2014 Calendar Year
Rationale for Discharge Calculations
The rational formula is used for the basis of the calculations. The rational formula has been
developed to calculate the rate of run-off from a rain event of a given intensity over a given area.
The formula is written:
Q=CIA
where: Q is the rate of run-off flow in cubic feet per second (CFS)
I is the rain intensity in inches per hour
A is the land area contributing run-off to the discharge point
and: C is a run-off coefficient which ranges from 0 for a completely pervious surface to
0.90 for a completely impervious surface.
The rational formula results from the fact that, for a completely impervious surface, a rainfall of
one inch over a period of one hour on an area of one acre will result in a run-off discharge of one
CFS. The run-off coefficient C can be thought of as a correction factor based on the percentage
of the total rainfall which will run off from a given area due to how pervious or impervious the
surface of that area is. Since the discharge permit for this facility requires an estimate of the total
discharge from the storm event during which samples are collected, we will use a modified form
of the rational formula to calculate the total discharge as follows:
Qt = CRA (0.027)
where: Qt is the total discharge in Million Gallons
C is the run-off coefficient as defined above
R is the total amount of rainfall in inches
A is the surface area contributing flow to the sample location in acres
and: The constant 0A27 in the modified equation corrects the units to Million Gallons
(MG) based on the fact that 1 acre -inch = 0.027 MG
For drainage areas which are comprised of a combination of pervious and impervious areas, the
formula can be written as follows:
Qt = [C i Al + C2A2} (R) (0.027)
where: C1 = C factor for pervious areas
Al = pervious area contributing to the outfall in acres
C2 = C factor for impervious areas
A2 = impervious area contributing to the outfall in acres
Page 1 of 2

Disch&ry,e Calculations
The total rainfall for the September 29, 2014 storm during which samples were collected at this
facility was 0.12 inches (R). We will use generally accepted conservative estimates of the run-off
coefficient of Ci = 0.50 for pervious areas and C2 = 0.90 for impervious areas. For the pervious
areas Al = 58.77 acres and for the impervious areas Az =16.4 acres.
Qt = [CI A, + C2 A21 (R) (0.027)
Qt = [(0.50) (58.77) + (0.32) (16.4)] (0.12) (0.027)
Qt = 0.112 MG
Page 2 of 2

T.
Johnson *
Controls
1/16/15
From: Van K. Sullivan, Environmental Supervisor
To: Bradley Bennett, NCDENR Division of Water Quality
Central Files — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVED/DENRIDWR
JAN 22 2015
Water Quality Regional
Operations Section
Subj: EXCEEDENCE OF BENCHMARK FOR LEAD AT1CI KERNERSVILLE FACILITY
Dear Mr. Bennett,
A stormwater effluent sample collected 11/17/14 had a 0.1 mg/I concentration. Our benchmark is 0.03
mg/I. The sample results were received on 12/18/19 and an inspection of the facility was conducted on
12/19/14. There were no areas of potential contamination identified and no evidence of prohibited
activities associated with stormwater discharge.
As I discussed with Sue White of the Winston-Salem Regional Office we will continue to monitor influent
locations and activities associated with industrial activity taking place outside the facility. Should a
possible source of contamination be identified we will take corrective actions in accordance with our
SWPPP.
Please revise your contact information for our facility as i have assumed duties as the new
Environmental Supervisor:
Van K. Sullivan, REM, CESM
336-362-1709 cell
336-734-2433
S/incerely,
Van K. Sullivan
Johnson *
Controls
1/16/15
From: Van K. Sullivan, Environmental Supervisor
To: Bradley Bennett, NCDENR Division of Water Quality
Central Files — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVED/DENRIDWR
JAN 22 2015
Water Quality Regional
Operations Section
Subj: EXCEEDENCE OF BENCHMARK FOR LEAD AT1CI KERNERSVILLE FACILITY
Dear Mr. Bennett,
A stormwater effluent sample collected 11/17/14 had a 0.1 mg/I concentration. Our benchmark is 0.03
mg/I. The sample results were received on 12/18/19 and an inspection of the facility was conducted on
12/19/14. There were no areas of potential contamination identified and no evidence of prohibited
activities associated with stormwater discharge.
As I discussed with Sue White of the Winston-Salem Regional Office we will continue to monitor influent
locations and activities associated with industrial activity taking place outside the facility. Should a
possible source of contamination be identified we will take corrective actions in accordance with our
SWPPP.
Please revise your contact information for our facility as i have assumed duties as the new
Environmental Supervisor:
Van K. Sullivan, REM, CESM
336-362-1709 cell
336-734-2433
S/incerely,
Van K. Sullivan

Bradley Bennett, NCDENR Division of Water Quality
Central Files — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617