NCG120006_MONITORING INFO_20190508 (FIX)

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. /V C& IabQNp
DOC TYPE HISTORICAL FILE
;< MONITORING REPORTS
DOC DATE aDl q or5 b 8
YYYYMMDD

®(ID
Fflargizer
' April 26, 2019
Mr. Bradley Bennett
NC DEQ
Water Quality
t 1617 Mail Service Center
Raleigh, NC 27699-1617
1
1
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
RFC;FIVED
MAY 082019
CENTRAL FILES
DWR SECTION
�VC(rl1oa0�
Attached is the Stormwater Discharge Outfall Monitoring semi-annual report for ENERGIZER
Battery's industrial landfill as required by General Permit No. NCG 120000 for the month of
April, 2019.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in `I"able 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall #1 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the April 5th sampling event from Weir A recorded the COD at 52 mg/L and the
TSS at 87.2 mg/L, therefore, the April 5th, 2019 sampling event concluded all parameters were
below the benchmark concentrations per general permit NCG1200000. Additionally, the
sampling event reported a Fecal Coliform value of 1,120 col/100mL, which is above the
benchmark. It should be noted however, the landfill was relieved of the compliance requirement
for this benchmark because the landfill contains a single waste stream, alkaline batteries, which
cannot contribute to this benchmark. If you have any questions, please call Julia Bowman, the
Environmental Coordinator for Energizer's Asheboro facilities, at 336/672-4546.
Sincerely,
Steve Hall
Plant Manager

Energize.
1 cc
J
J
1
Paxton Arthurs — Randolph County Public Works Director
Central Files — Division of Water Quality, Raleigh
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203

1
PYRAM I D
ENVIRONMENTAL & ENGINEERING, P.G.
April 19, 2019
Ms. Julia Bowman
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
' IZE: Serni-Annual Storrnwater• Sampling; and Analytical 1Zesults — 1 ti[ Half 2019
I+,nergizer Battery Landfill at Randolph County Landfill, Asheboro, NC
' Pyramid Project # 2019-057
Energizer PO 9 7000038851
' Dear Ms. Bowman:
As requested by Energizcr, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
' map included in Attachment A. The I-Inergizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Well- A). An aerial photograph showing the location
' of the outfall is included in Attachment A.
Corrective Action Plan and Re -Grading of Enert*izer Landfill
' In November 2011, Fnergir_er completed corrective actions at the landfill to direct all stormwater
run-off from the active and inactive landf7li cells to a retention pond on the cast side of the
' property. Areas of the property were graded, and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of' the corrective actions was to improve the
quality of the stormwater run-off that leaves the property. As part of the corrective actions, the
two previously used outfalls were eliminated, and a new outfall was created (Weir A). The v-
' notch weir that was previously located at outfall 402 was moved and installed on the down
gradient side of the retention pond in the riprap energy dissipation zone.
' Sample Collection and Laborator-y Analysis
On April 5, 2019, the stormwater samples were successfully collected by Brett Higgins of
' pyramid during a representative rain event. The qualitative monitoring report was completed for
Weir A by Pyramid and is included in Attachment B. The qualitative monitoring report describes
the visual appearance of the stormwater run-off at the time of the sampling event, No unusual
conditions were observed by Pyramid.
"IThe stormwater samples were placed on ice and transported to Research and Analytical
Laboratories. Inc. in Kernersville, North Carolina. The samples were analyzed for fecal cofiform,
total suspended solids (TSS), chemical oxygen demand (COD) and pl-I.
'
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] •'roil Free [phone]
Email:lnfocr ramidenvir nrnentatconr
www ovram idenv i ronmental.com

I
The laboratory results Of' tile stormwater samples are presented in Table 1, which is included as
Attachment C. As shows] in Table 1, the detected concentrations of TSS and COD at Weir A do
not exceed the benchmark values specified in General Permit NCG 120000 and laboratory pl-I
reading was within the specified range of'6.0— 9.0.
' The detected concentration of 1'eca[ coliform at Their A (1,120 colon iesl100 ill Is), which exceeds
the benchmark value of 1,000 colonies/100 rills specified in the general permit. Energizer has
' received an exemption from the DLQ for monthly sampling of fecal coliform. Regardless of the
results, the fecal coliform analysis is only required as part of' the normal semi-annual sampling
' events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented In Attachment C. A copy of the laboratory report for the April 5"', 2019 sampling
' event is included in Attachment C.
Based on the results of the April 2019 semi-annual stormwater sampling event, monthly
' sampling and analysis is not required at Weir A at this time.
Pyramid also completed the storrnwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
1'he next semi-annual sampling event will be performed between July I and December 31, 2019.
The samples will be analyzed for the compounds as specified in the general permit. Please
' review this information and cal I me at 335-3174 if you have any questions.
Sincerely,
I
' Brett S. Higgins
Project Manager
1 Attachments: A, B, C, and D
1
' Energizer Laic! ill Sile —Semi-Annuul Sloonwaler Sampling 04119119
Pyrornid Project 9 2019-057 2
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ATTACHMENT A
7
n

SITE: COUNTY LAND RD. LOCATION: [ZHEBORO, NORTH CAROLINA
m
l., Centrul Ails ;
LOCATION
. •k`_+ .
USGS IDENTIFICATION SCALES
USGS 7.5 ASHEBORO/RANDLEMAN, INC 1/2 0 1
MINUTE MAP
ORIGINAL DATE: 1470/1970 MILES:
PHOTOREVISION 1981 /1981
DATE; 1000 0 2000 4400 6000
FEET:
PRIMARY HIGHWAY, HARD SURFACE 1" 2000
SECONDARY HIGHWAY, HARD SURFACE NOTES: ►TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
LIGHT —DUTY ROAD HARD OR
IMPROVED SURFACE MAGNI COUNTY MAP OF:
nan — — — iwmas?nve'n fn
NOW I NORTH CAROLINA
coWm: RANDOLPH
APPROXIMATE SITE LOCATION
_— ENERGIZER BATTERY
-,, ENERGIZER LANDFILL
PYRAM 1 D ASHEBORa — NDRTN CAROUHA
ENVIHONMENIAL&ENGINEERING.P.C. TOPOGRAPHIC MAP

0
U
Google Earth
Date of Aerial Photography: April 2017
2017 C�rxale 200 ft

ATTACHMENT B
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.mac*A
NC®ENR
' Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
' Forguidance on filling out this form, please visit: al. r w w w
' PermitNo.; /� 4/ 0/ or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County Landfill
County: Rand h A I Al Phone No. 336-6724556
' Inspector:
Date of Inspection:
Time of Inspection:
' Total Event Precipitation (inches):
' Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.) ZYes ❑ Na
' Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
i Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be i
performed during a "representative storm event" or during a "measureable storm event." However, j
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
j 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
' i interval is representative for local storm events during the sampling period, and the permittee j
j obtains approval from the local DWQ Regional Office. ,
1
By th' si tore, erti t tthis•report is accurate and complete to the best of my knowledge:
{Signature of Permittee or Desig
1 Page 1 of
5WU-242, Last modified 10/25/2012

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1. Outfall Description:
outfall No. Weir A Structure (pipe, ditch, etc.)
Receiving Stream: Intermittent unnamed stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the
(light, medium, dark) as descriptors: _
3. Odor: Describe any ' distinc odors hat the discha weak chlorine odor, etc.): _
is colors (red, brown, blue, etc.) and tint
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 Q3 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 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:
' 1 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
' 9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious indicators of Stormwater Pollution:
' List and describe No other obvious indicators of pollution
' 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 10/25/2012 .
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AlA'AClIN7F:NT C'

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TABLE 1
Stormwater Analytical Results for Weir A (2011 • 2019)
Energiser Omlery 14anutactunng, Inc.
Landfill Site -Randolph County, NC
i PARAM Pill,. ?
_
UNITS
3[. G to
A' �peih k
C r ntrananp
G neial Perrne
.'HNCG120000"
ty Anlhme[ic
I 1 _'r� Alean I;I✓+ -
0' l
,
t;yk, z
We�rA �°
'�Chehucal Oxy9
feirand COpI: .�
W.
},{
4
#
1mgIL
y
11129/11
]1 0
120
52.1
1&07111
01111112
24.0
04126112
47.0
191,1112
37.0
1Oil V!I
NA
01114f13
27,0
02119113
NA
10107113
72,0
01110114
37.0
tan 5114
84.0
07105/15
47.0
1012811S
79.0
0507116
37
1210V1 G
10
04024117
12120h7
<7
41
2107118
1fi
�y� r
]Vi
52
�+ aS''�
(Colonies f t00mll .
2
? !Y 2 e b.�,e1
w<�
��;��'
h Say -.�
N
t cas ;R.o-•
}�
7
8 s'n
100;n ;
tl
rf,
}
1""'
11129111
NA
1,000
2,904.4
1Z107111
NA
01111112
16
04126117
NA
01108112
10115M2
NA
0111403
_
•'o fi 000 '
02119M3
NA
01R0114
216.0
10115114
03;05?15
94.0
10128115
OS11711b
314
12l06116
211
04124117
„r„2400
1820H7
31
02107118
460
10111118
04105/19
-�f`*1
T t I sup ,d�,p
a:
A,�
4'fl�
e
;A-
z
s8 _ ` V 3'i
I IngfL '
1
.tr
1
v
+�
Vic•:.
100
ua.1
MOM f
09/18112
a 266 0 uo:��
1011,11,
30 4
01114M3
62.0
02119113
19.0
10107113
18,0
01110M4
53.0
0310505
47.7
1012805
14A
12106116
12.6
0412507
20.8
121M17
211.0
0210M8
14,2
10111718
13.0
04105119
87.2
I
mg1L = ""grams Aer hfar NS - Noi Sampted NA = Not Analysed for this p—ouerer
NO = Not detected at or above the adjusted reporting limit
Peg. I of 1

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TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER f
r
UNITS
W.
Artthmetic
,Arithmetic
",,Benchmark
Outfall fJ U1
Mean
Outfal! # 02
Mean
Outfa;142
Co�centrattons
(General Permtt .
".NC(3120000j
s ;�' �
�
09/24/97
96.0
N5
12116/98
43.0
NS
12121/99
74.0
NS
03/15/01
48.0
1,380.0
�..
10/11/02
27.0
40.5
12/10/03
304.0
384.0
08/12/04
373.0
268.0
�� *` v
11 /21105
71.0
515.0
09/13/06
140.0
170.0
05/28/08
190.0
430.0
Ctiemrcal Oxygen s
mg1L t
222.6
656.3
120
Oemand(COB)a
' r
r<
„
10109108
82.0
847.0
06105/09
218.0
230.0
10/14/09
257.0
635.0
12102109
440.0
280.0
01/21110
340.0
1,320.0
02/09/10
451.0
2,240.0
_
s <
Xy
05/17/10
463.0
1,210.0
b a F
:' <i
07/27/10
300.0
1,420.0
08/19/10
230.0
1,300.0
01126111
63.0
130.0
K.
,
`a
02/28/11
115.0
1,200.0
a
03/30111
57.0
215.0
04126111
NA
277.0
07126111
NA
133.0
h
09/21/11
737
135.0
n Oil
k�
10111111
NA
336.0
l?

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TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011 )
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
< date
Eab6ratory'ResuIts -
,.
Ac rrth,2meStisc
e{cnecn,h-t
^jF COutfal!#' 01 f Outa- oS4B+n
rmataions
x
OAa Oufall #2 �
Pie
(Genera! emit
N_ EG120000)
;r x
Ft ;
09/24/97
6,000
NS
12/16/98
12,000
NS
'¢
.R
12/21/99
< 1.0
NS
z�
03115101
2,200
<1.0
10111102
2,800
60.0
F �y
12/10/03
300
<1.0
tx
,
08112/04
>12,000
<1.0
11121/05
>12,000
<1.0
ri
JEst
09113/06
>17,000
<2A
e t
of Fecal
q
5
Colifo�m
n ��
cofl
o s
05128108
6,400
3,728.8
<2.0
22.7
1,000
(Colonies ! 100m1j
W.06/05109
100m1
10109108
1,080
<4
80
4.0
1/114109
4,800.0
<4
NA
v '
s i2 p5
12102109
NA
01/21/10
4.0
NA
y
'i
"u
02/09/10
<4
NA
05/17/10
9,000.0
<1
07127110
NA
NA
08119110
NA
NA
?-
01126111
82.0
<20
02128111
NA
NA
03103/11
NA
NA
04/26/11
NA
NA
,
1 _
- Z
07125/11
NA
NA
09121/11
>16,000
4.0
w''
t
10111/11
NA
NA

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TABLE
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER'j
".,Laboratory ,Results
WArithmetic-�
8aithirn'etid'!t
Benchmark
V
tfall
"'qUtfal]4•02
L-j�,Meanj
j$Concentrations
ru tia'I li 2;
Z(General P
20000
09/24197
324.0
NS
12116198
117.0
NS
12/21199
63.0
NS
03/15/01
26.8
56.0
A
NU
10111/02
258.0
1,270.0
12110103
780.0
315.0
IN
08112104
126.0
920.0
11121105
114.0
76.0
09113106
150.0
180.0
05/28108
77.0
120.0
tw Suspended
mg1L
484.8
1,516.4
100
Bt
Solids JSS)
10109108
22.7
580.0
06105109
357.0
335.0
10/14109
72.0
44.5
W, 4
12102109
97.0
96.0
01/21110
NA
271.0
02109110
NA
432.0
1,100.0
05121110
290.0
07127110
NA
3,580.0
08119110
NA
210.0
01126111
510.0
550.0
02128/11
3,640.0
3,670.0
-A"
03/30111
382.0
415.0
(14126/11
677.0
289.0
07125/11
392.0
1,510.0
09/21/11
1,000
18,800.0
10/11111
1,190
58.7
3sty F.s
Note: Storm Water samples were not successruity conecrect in zuut
mg1L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter
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3

� REsEsRCQa & AroAdyirucnl
000 UboumRhs, 9roC.
For: Pyramid Environmental
503 Industrial Avenue
pGreensboro, NC 27406
Attn: Brett Higgins
Report of Analysis
4/14/2019
ry
co NC #34 z� -
t NC 037701
I�.D AN%�
ClientSample ID:
Energizer. Landfill WeirA
Lab Sample ID:
65023-01
Site:
Pyramid Environmental
Collection Date:
4/5/2019
12:20
Parameter
Method
Result
Units Rea Limit Analyst Analysis Date/Time
COD
EPA 410.4
52
mg/L 5
SK
4/11/2019
Fec Coli-MF
SM 9222 D-1997
1120
col/100 ml 1
BJ
4/5/2019 1445
pH
SM 4500 11+13-2000
6.67
Sid. Units
AB
4/8/2019 1618
Total Suspended Solids (TSS) SM 2540 D-1997
87.2
mg/L 5
AW
4/11/2019
NA = not analyzed
0.6. Box 473 106'9i Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www,randalabs.com Page 1
I
ral coa basic vtd

RESEARCh A ANAlyTiCAL
UbORATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER ! WASTEWATER I miss.
COMPANY Pyramid Environmental
JOB "� 2019-057.
y
a
O
ti
�~
�r� �y�yo•,� per.
\Qc7 �G p'
��°'�o�� yJp�o Qar°�
4 J v v v v °
ti ry ti y REQUESTED ANALYSIS
STREET ADDRESS
503 Industrial Avenue
PROJECT Ener izer Landfill
g
CITY, STATE, ZIP
Greensboro, NC 27406
SAMPLER NANSE (PLEASE PRINT)
CONTACT PHONE
Brett Higgins 336-335-3174
SAMPLER SIGNATURE
[LABSAMPLE lNMpER
EOMLY}
PATE
TIME
CDR
CRA9
]EMP
C
RES
CI
�u� p
Irorrl
I�LVIL
[7 M
SAMPLE LOCATIONII.D.
pSoZ3�
1
11XI
I w
Weir A
x
X
1XITSS,
pH, COD, &
Fecal Coliform
gwHNUISHEYVY
DATErTIME
RECEIVED BY
REMARKS'
SAMPLE TEMPERATURE AT RECEIPT °C
RELINQUISHED BY
DATEITIME
RECEIVED BY

1
ATTACHMENT D
1

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Energy, Mineral and Land Resources General Permit No. NCG120000
Date submitted April 19, 2019
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 E
FACILITY NAME Energizer Landfill
COUNTY Randolph
PERSON COLLECTING SAMPLES Brett Higgins -Pyramid Environmental
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2019
SAMPLE PERIOD a Jan -June ❑ July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW []Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
Other Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE —>
❑ No discharge this periodz
Outfall No.
Date Sample
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches'
Chemical oxygen
Demand
mg/L
Fecal Coliform
Colonies per 100 mL
Total Suspended
Solids
mg/L
PH,
Standard Units
Benchmarks
-
-
120
1000
100 or 50'
6.0-9.0
Parameter Code
-
46529
00340
31616
C0530
00400
Weir A
04/05/19
0.61
52
1,120
87.2
6.67
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 1, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format, "<XX mg/L", where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as 5XX".
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2018-5/31/2021 5WU-248, last revised 11/1/2018
Page 1 of 2

M M M M M IM M M O M M M
Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period2
Outfall No.
Date Sample Collected'
(mo/dd/yr)
24-hour rainfall amount,
Inches'
Non -Polar Oil & Grease
mg/L
Total Suspended Solids,
mg/L
New Motor or Hydraulic Oil Usage,
gal/mon
Benchmarks
_
-
15
100 or 504
—
Parameter Code
-
46529
00552
C0530
NCOIL
Footnotes from Part A also apply to this Part B
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO Q
IF YES, HAVE YOU CONTACTED THE DEMLR REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or at end of monitoring period in the
case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware thatnthere are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
of Permittee
Permit Date: 11/1/2018-5/31/2021
12f/15,
Date
SWU-248, last revised 11/1/2018
Page 2 of 2

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted February 26, 2018
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill
COUNTY Randollph
PERSON COLLECTING SAMPLES Alan McFadden
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2018
SAMPLE PERIOD ❑X Jan -June ❑ July -Dec
or ❑ Monthly' month
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
QOther Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
�' ❑ No discharge this period?'
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L
weir A
02 07 18
0.49
16
460
14.2
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
!Vote: Results must be reported in numerical format. For example, do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format. "<XX mg/L", where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?z
Outfali No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
-
-
15 mg/L
100 mg/L or 50 mg/0
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one coDVof this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results for at end o monitoring period
in the rase of "No Discharge" reports
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 property 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."
(Signature of Permittee) (Date)
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 2 of 2

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted February 26, 2018
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill T
COUNTY Randolph
PERSON COLLECTING SAMPLES Alan McFadden
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A. Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2018
SAMPLE PERIOD 0 Jan -June ❑ July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
DOther Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
No discharge this period?z
Outfali No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches
Chemical Oxygen Demand
Fecal Collform
Total Suspended Solids
Benchmarks
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L'
Weir A
02 07 18
0.49
16
460
1.4.2
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 checkrnark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
"See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note; Results must be reported in numerical format. For example, do not rr_port 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. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note, If you report a sample value In excess of the benchmark, you must implement Tier 1, Tier 2, or Tier responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?z
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
1S mg/L
100 mg/L or So mg/0
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Note: If you report a sample value In excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an oriainal and one copy of this DMR, includin all "No Discharge" reports, within 30 days of receipt of the lab results (or at end of monitorina period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the Information submitted. Based on my Inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate; and complete. I
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
of Permittee)
Permit Date:11/1/2012-10/31/2017
3 /& / t QJ
(Date)
SWU-246, last revised 10/25/2012
Page 2 of 2

i
PYRAM I d
ENVIRONMENTAL & ENGINEERING, P.G.
March 1, 2018
Ms. Julia Bowman
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — February 2018
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2018-025
Energizer PO # 7000030391
Dear Ms. Bowman:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). An aerial photograph showing the location
of the outfall is included in Attachment A.
Corrective Action Plan and Re-Gradint: of Energizer Landfill
In November 201 I; Energizer completed corrective actions at the landfill to direct all stormwater
run-off.' from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded, and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater run-off that leaves the property. As part of the corrective actions, the
two previously used outfalls were eliminated, and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall 402 was moved and installed on the down
gradient side of the retention pond in the riprap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on
February 7, 2018, by Alan McFadden of Pyramid. The qualitative monitoring report was
completed for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring
report describes the visual appearance of the stormwater run-off at the time of' the sampling
event. No unusual conditions were observed by Pyramid.
The stormwater samples were placed on 1cc and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
11.0. Box 16265 - Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] •'roll Free [phone]
Email, info nnyramidenvirinmental,co_m
wunv,pvramidenvironmental.com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentrations of TSS, COD and fecal
coliform at Weir A do not exceed the benchmark values specified in General Permit
NCG 120000. The sampling event in April 2017 showed a detected concentration of fecal
coliform at Weir A (2,400 colonies/100 mis), which exceeded the benchmark value of 1,000
colonies/100 nits specified in the general permit. The sampling event From December 2017
showed a significant reduction in concentration at only 31 colonies/100 nits. The February 2018
sampling event showed an increase (460 colonies1100 mis) in the fecal coliform concentration
since the last event but is well below the benchmark. Energizer has received an exemption from
the DEQ for monthly sampling of fecal coliform. Regardless of the results, the fecal coliforn
analysis is only required as part of tlic nornial semi-annual sampling events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of` the laboratory report for the February 2019 sampling
event is included in Attachment C.
Based on the results of the February 2018 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between July 1 and December 31, 2018.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
QA
Brett S. Higgins
Project Manager
Attachments: A, 13, C, and D
Ener iaer Landfill Site—Setni-Annual Sloonwaler Sampling 03101118
Pyramid Projecl # 2018-025 2

ATTACHMENT A

USGS TOPOGRAPHIC MAP
SITE:E COUNTY LAND R- LOCATION: ASHEBORO, NORTH CAROLINA
• �1 .z:' :, j I I i
���
Cents! F91 �. t, ✓;/—
.htrlk.rl, _ ,
! sf ;'
SITE '
LOCATION -
USGS IDENTIFICATION SCALES
USGS 7.5 ASHEBORO/RANDLEMAN, NC 1/2 0 1
MINUTE MAP
ORIGINAL DATE: 1970/1970 MILES;
PHOTOREVISION 1991 / 1981
DATE: 1000 0 2000 4000 6000
FEET:
PRIMARY HIGHWAY, HARD SURFACE 1' a 2000'
SECONDARY HIGHWAY, WARD SURFACE NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
LJGHT—DUTY ROAD WARD 6R
IMPROVED SURFACE COUNTY PAAP
l ORTH NORTH CAR
— — —
UNIMPROVED ROAD
STATE ROAD
u-s. ROUTE
COUNTY: MRANDOLPH
INTERSTATE ROUTE APPROXIMATE SITE LOCATION
O
[�
®
ENERGIZER BATTERY °"'"" KAM
•-2000'
NOTES
1 �, K esH
ENERGIZER LANDFILL
°W°worm axm
PYRAMID
ASHEBORO I I— NORTH CAROUNA
ENVIR0NMWAI- 8, ENGINEERING, P.C.
Down w.0 rwR wuQ
TOPOGRAPHIC MAP uscsTOPo 1
w rc�ruwc-r nr�n mrw'uw.

0
U
atir
Google Earth - - , N
2017 Google 1 200 fk

ATTACHMENT S

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out thisform, please visit, http://portal.ncdenr.ofg/web/wciJwsjsuJnndessw#tab-4
Permit No.: N/C/G/j/ 2/0 / 0/ 0/ 0/ or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County Landfill
County: Randolph Phone No. 336-672-4556
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):_
Was this a "Representative Storm Event"or "Measureable 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" (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 approval from the local DW{
onal Office.
By this s�gnature, I cert fy that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Page 1 of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.) V-notch Weir
Receiving Stream: Intermittent unnamed stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the di c ar e using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Li Wn-)
3. Odor: Describe any distinct
weak chlorine odor, etc.): P-Jaa
ors that thfl 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 92 3 4 5
5. Floating SoIids: Choose the number which best describes the arnount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 e2 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:
7.
A
4.
1 CD 3
Is there any foam in the stormwater discharge?
4 5
Yes
is there an oil sheen in the stormwater discharge? Yes
Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
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 10/25/2012

ATTACHMENT C

TABLE 1
Stormwater Analytical Results for Weir A (2011 - 2018)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
]]NITS
Date
Laboratory Results
Benchmark
Concentration per
General Permit
NCG120000
Arithmetic
Mean
WairA
Chemical Oxygen
Demand (COD)
mglL
11129111
31.0
120
56.2
12107M1
202.0
0111Ill 2
24.0
04126tl2
47.0
09tl V12
37.0
10115112
NA
01114113
27.0
02119113
NA
10107113
72.0
01110H4
33.0
10115114
84,0
03105H5
63.0
1(1128115
79,0
05117116
37
12106116
10
04124117
41
1ZI20117
41
02J07118
16
Fecal Coliform
]Colonies l loom])
colt
loom]
11129111
NA
1,000
3.045.1
12t07111
NA
01111112
16
04126112
NA
09118112
>12,000
10115112
NA
01114ll3
6,000
021l 9113
NA
10t07113
4,000
01110114
216,0
10115114
6,000.0
03105t15
94.0
10t28H5
11,200
05H 7116
314
12/06116
211
04124117
2400
12120117
31
02107118
460
Total Suspended
Solids (TSS)
mglL
11129111
598.0
100
175.9
12107111
690.0
01111i'12
189.0
04126H2
724.0
09118112
266.0
10115112
30.4
01114113
62A
02119M3
18.0
10107H3
18.0
01110)14
53,0
1011511A
37.0
03105115
47.7
10128115
14.4
05117116
33,6
12106116
12.6
04125117
20.8
12120117
.233.0
02107118
14.2
mgil = Milligrams per tlter NS = Not Sampled NA - Not Analyzed for this parameter
ND = Not defected of or above the adjusted reporting limit
Page 1 of 1

TABLE
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARKA &ER .
UNl7S^
Arithmetic
Outfall # 01 ean
Results * X's
Arithmeticrmenchmark �?
Outfall # 02 Mean centrations£
.,Oat
'.'•�ra^�"d
a
1-4 ' Outfall #2 eranl P mit
t
v
�„ ."
h
09/24/97
96.0
NS
a
12/16/98
43.0
NS
12/21199
74.0
NS
' �A
03115101
48.0
1,380.0
`n
10111/02
27.0
40.5
12/10/03
304.0
384.0
s
%Jx".
c r
'z
08l12704
373.0
268.0
4�
11/21/05
71.0
515.0
�y �4
sl� •.
`
09/13/06
140.0
222.6
170.0
656.3
120
05/28/08
190.0
430.0
mglL"
kemical-Oxygen
emand {COD) °
10/09/08
82.0
847.0
°r °
06/05/09
218.0
230.0
r
10/14/09
257.0
635.0
90,�
12/02/09
440.0
280.0
01/21/10
340.0
1,320.0
02109/10
451.0
2,240.0
.
05/17/10
463.0
1,210.0
07/27/10
300.0
1,420.0
08/19/10
230.0
1,300.0
01/26/11
63.0
130.0
02128111
115.0
1,200.0
03/30/11
57.0
215.0
04126/11
NA
277.0
h v X>
07125111
NA
< rx,
133.0
09121/11
737
135.0
"s
10111/17
NA
336.0

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
L�abo�atory,Results,
PARAMETER
UNITS
Date
Arithmetic
Arithmetic
Bench"mark"
Outfall # 01
Mean
Outfall # 02
Mean
Concentrations
Oi
Outfafl #2
{General Permit
NCG120flU0)
09124/97
6,000
NS
12/16198
12,000
NS
12/21/99
< 1.0
NS
03115/01
2,200
< 1.0
10111102
2,800
60.0
12110103
300
<1.0
08/12104
>12,000
<1.0
11/21/05
>12,000
<1.0
09113/06
>17,000
<2.0
Fecal Coliform
toll
05/28108
6,400
3,728.8
<2.0
22.7
1,000
(Colonies 110
100m1
10/09/08
1,080
<4
06/05/09
80
4.0
10114/09
4,800.0
<4
12/02/09
NA
NA
01/21/10
4.0
NA
02/09/10
<4
NA
05/17/10
9,000.0
<1
07/27/10
NA
NA
08/19/10
NA
NA
01/26/11
82.0
<20
02128111
NA
NA
03/03/11
NA
NA
04/26/11
NA
NA
07125/11
NA
NA
09/21111
>16,000
4.0
10111111
NA
NA
2

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
Note: Stormwater samples were not successfully collected in 2007
mg/L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter
3

RESEARCh & ANA1y1reCA1 Report of Analysis
I) LAORATORiES, 9NC4 2/15/2018
OOa
,1101111 rf jI
For: Pyramid Environmental
503 Industrial Avenue
-.•`�''4,'G;r••��r�,,,
Greensboro, NC 27406
co NC #34 O •
y "
/ 4 � y
Attn: Brett Higgins
y
�= NC #37701
,.,�C►�9 . �5 �•
Client Sample ID: Energizer L.andrill Weir A
Lab Sample ID:
46304-01
Site: Pyramid Environmental
Collection Date:
2f7/2018 14:30
Parameter Method
Result Units Refs Limit Analyst Analysis Dateffime
COD EPA 410.4
16 mg/L 5
JF 2/8/2017
Fec Coli-MF SM 9222 D-1997
460 c0I/100 ml 1
LP 2/712018 1708
Total Suspended Solids (TSS) SM 2540 D-1997
14.2 mg/L 5
AA 2/9/2018
P.O. Box 473 106 Short Street Kemersville, North Carolina 27284
rai coa basic v 1 d
NA = not analyzed
Tel: [phone] Fax: [phone] www.randalabs.com Page 1
I

RESEARCh A ANA[yTiCAI
LAbo OOES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER I WASTEWATER I Misc.
Pyramid Environmental
•
•
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• • • • •
REQUESTEDANALYSIS
STREET ADDRESSPROJECT
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Energizer Landfill
CITY, STATE.-MF
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ATTACHMENT D

AO
Fflargioar.
January 22, 2018
Mr. Bradley Bennett
NC DEQ
Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVED
FEB 0 9 2013
CEN nkkrL FILES
GWR SECTION
Subject, Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
414 Art Bryan Drive
Asheboro, N.C. 27203
fI CvI ab(o
Attached is the Stormwater Discharge Outfall Monitoring semi-annual report for ENERGIZER
Battery's industrial landfill as required by General Permit No. NCG 120000 for the month of
December, 2017
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall #1 and
92, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the December 20th sampling event from Weir A recorded the COD at 41 mg/L
and the TSS at 233 mg/L, therefore, the December 20th, 2017 sampling event concluded COD
parameters were below the benchmark concentration per general permit NCG 1200000, while the
TSS was above the benchmark concentration. The exceedance of the TSS benchmark requires a
Tier one response, which is provided below.
Additionally, the sampling event reported a Fecal Coliform value of 31 col/100mL, which is
below the benchmark. It should be noted, the landfill was relieved of the compliance
requirement for this benchmark because the landfill contains a single waste stream, alkaline
batteries, which cannot contribute to this benchmark.
Tier One Response:
Weir A was inspected on January 22"d, 2018 and excessive sediment buildup was observed at
upstream side of the weir to the point the accumulated sedimentation was even with the V-notch
of the weir. As a result, storm water was carrying/pushing TSS, sediment, over the weir.
Corrective actions were immediately taken, and the sedimentation buildup was cleaned out of
area on the upstream side of the weir. Additionally, it was observed the area had become
overgrown making it difficult to observe the weir and visually ascertain the state of the weir area.
Therefore, the grounds maintenance contractor has been notified to clear the overgrowth around
the weir such that a visual inspection of the area may be conducted much easier.

AID
ffiargizer
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
If you have any questions, please call Julia Bowman, the Environmental Coordinator for
Energizer's Asheboro facilities, at 336-672-4546.
Sincerely,
Stev [all
Plant Manager
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files — Division of Water Quality, Raleigh

PYRAM I D
ENVIRONMENTAL & ENGINEERING, P.G.
January 15, 2018
Ms. Julia Bowman
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — December 2017
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2017-277
Energizer PO #7000022181
Dear Ms. Bowman.
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). An aerial photograph showing the location
of the outfall is included in AttachmentA.
Corrective Action Plan and Re -Grading of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill. cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater runoff that leaves the property. As part of the corrective actions, the
two previously used outfalls were eliminated and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall #02 was moved and installed on the down
gradient side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laborato Anal sis
The stormwater samples were successfully collected during a representative rain event on
December 20, 2017 by Flubert McAvinney of Pyramid. The qualitative monitoring report was
completed for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring
report describes the visual appearance of the stormwater run-off at the time of the sampling
event. No unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] - Fax [phone] • Toll free [phone]
Email: Info'irluvramidenvi ronmental.coni
wwiv.ovramidenvironmental,corn

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentrations of COD and fecal coliform at
Weir A do not exceed the benchmark values specified in General Permit NCG120000. The
previous sampling event in April 2017 showed a detected concentration of fecal coliform at Weir
A (2,400 colonies/100 mis), which exceeded the benchmark value of 1,000 colonies / 100 mis
specified in the general permit. The sampling event from December 2017 showed a significant
reduction in concentration at only 31 colonies/100 cols. Energizer has received an exemption
from the DEQ for monthly sampling of fecal coliform. Regardless of the results, the fecal
coliform analysis is only required as part of the normal semi-annual sampling events. The
detected concentration of TSS at Weir A (233 mg/L) exceeds the benchmark value of 100 mg/L
specified in the general permit, which is the first time it has exceeded the benchmark since
September 2012.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the December 2017 sampling
event is included in Attachment C.
Based on the results of the December 2017 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between January l and June 30, 2018.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site —Semi-rtnnnal Storrnwater Sampling 0111512018
Pyramid Project # 2017-277 7

ATTACHMENT A

USGS TOPOGRAPHIC MAP
SITE: COUNTY LAND RD, LOCATION: ASHEBORO, NORTH CAROLINA
Central F.gi1' .'
�. s'- i "■� SITE
I LOCATION
,Y - ` ,i
l'. ,' Ji_ �� - 1. � I �' , � � ,,,ry_ tit � r�
s1.) ' •''
USGS IDENTIFICATION SCALES
USGS 7.5
ASHESORO/RANDLEMAN, NC 1/2 0 1
MINUTE MAP
ORIGINAL DATE: 1970/1970 MILES:
PHOTOREVISION 1981/198i
DATE: IDOO 0 2D00 4000 6000
FEET:
PRIMARY HIGHWAY, HARD SURFACE 1 • s 2000'
SECONDARY HIGHWAY, HARD SURFACE
NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
Do- DENOTED IN PURPLE
11GHT—DULY ROAD HARD OR
MAGNEX
NORTH
COUNTY MAP
NORTH CAR
IMPROVED SURFACE
— — —
UNIMPROVED ROAD
aL
� COUNTY:
APPROXIMATE SITE LOCATION
STATE ROAD
u.s. ROUTE
INTERSTATE ROUTE
ENERGIZER BATTERY � ""` K"M
NOTES
1'-2000' e� BSH
ioroaMre¢ wr usm w ns
ENERGIZER LANDFILL,PUKAHM
�m
PYRAMID��
ASHEBORO '"R NORTH CAROLINA 11 /29/OS y-�,r�
na w'� '�
ENVIRONMENTAL& ENGINEERING, P.C.
e.�r .re mui Mwc
TOPOGRAPHIC MAP USGSTOPo 1
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Google Earth
@ 2017 Googie I 200 ft

ATTACHMENT B

'A -h
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: littp://port;tUcdenL2rgLWgb.lwg/ws/sLi/npdcss%v*ttlb-4
Permit No.: N./&/G/ 9 /_/DJ__/-01`/ or Certificate of Coverage No.:
Facility,Name: Energizer Landfill at Randolph County Landfill _
County: _ Randolph Phone No. 336-672-4556
Inspector: U vW I I V k - _
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches): l: •��
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
❑ Yes ❑ No
Please verify whether Qualitative Monitoring rnust 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 approval from the local DWQ Regional Office.
By this signature, I certify that this reijar curate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Page 1 of 2
5WU-242, Last modified 10/25/2012

1. outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.)
Receiving Stream: Intermittent unnamed stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the ditch r e using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: , br-Mln
weak chlorine odor, etc.); , , odors at the disc rge may have (i.e., smells strongly of oil,
p
3. Odor: Describe) any distinct DQt,h 2� — -
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
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 M 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:
7.
8.
9.
10
1 k-V 3 4 5
Is there any foam in the stormwater discharge?
Is there an oil sheen in the stormwater discharge?
Yes
Yes
Is there evidence of erosion or deposition at the outfall? Yes
Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
9.0
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 10/25/2012

ATTACHMENT C

TABLE 1
Stormwater Analytical Results for Weir A (2011 - 2017)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date
Laboralog Results
Benchmark
Concentration per
General Permit
NOW 20000
Arithmetic
Mean
WeirA
Chemical Oxygen
Demand {GOD)
m911-
11129111
31.0
120
56.2
12107111
202.0
0ill ill
24.0
04126112
47.0
09118112
37.0
10115112
NA
01114113
27.0
02I9113
NA
10107113
72.0
01110114
33.0
10115A4
84.0
03105115
63.0
10128115
70.0
05117116
17
121061H
10
04124117
41
12120r17
41
Fecal Colifonn
(Colonies f 100m1)
toll
100ml
11129111
NA
1.000
3,045.1
12107111
NA
01111112
16
04126112
NA
09118112
>12.000
10115112
NA
01114113
6,000
02119113
NA
10107113
4.000
01110M4
216.0
10115114
6,000.0
03/05115
94.0
10128115
11.200
Os117116
314
12106116
211
04124117
2400.
12120117
31
Total Suspended
Solids (TSS)
mgrL
11129111
598.0.
100
175.9
12107111
690.0
01011112
189,0 ',
04126t12
724,0
09115112
266.0
10115112
30,4
01114113
62.0
02119113
18.0
10107113
18.0
01110114
53.0
10115114
37,0
03105115
47.7
10121IM5
14.4
05117116
33.6
12/06116
12.6
04125117
20.8
121 .11
UNWO&W203310 F
mg1L = Milligrams per liter NS = Not Sampled NA = Not Analyzed for (his parameter
ND = Not detected at or above the adjusted reporting Nmif
Page I of 1

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
l�akroratory7ResultsEm
PARAMETER
UNITS
Date
Arithmeticl�
Arithmetic
Benchmark
Outfall # 01
Mean
Outfall #.02+'
'
Mean
Concentrations
og
Outfaii #2
(General Permit
N¢G120000)
09/24197
96.0
NS
12116198
43.0
NS
12/21/99
74.0
NS
03/15/01
48.0
1,380.0
10/11/02
27.0
40.5
12/10/03
304.0
384.0
08/12/04
373.0
268.0
11/21/05
71.0
515.0
09/13106
140.0
170.0
Chemical Oxygen
mg1L
05/28/08
190.0
222.6
430.0
656.3
120
Demand {COD)
10109/08
82.0
847.0
(16/05/09
218.0
230.0
10/14/09
257.0
635.0
12/02/09
440.0
280.0
01121/10
340.0
1,320.0
02109/10
451.0
i
2,240.0
05/17/10
463.0
1,210.0
07127110
300.0
1,420.0
08119/10
230.0
1,300.0
01126/11
63.0
130.0
02/28111
115.0
1,200.0
03/30111
57.0
215.0
04/26111
NA
277.0
07/25/11
NA
133.0
09/21/11
737
135.0
10111/11
NA
336.0
i

TABLE
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
,A��` %, -
FA, 1FK
FAARAMETER
AI.M
NITS
.
lts
'�LaboratoyResu
mwet c i nth i
uaVodan ffall 9 02 Concentrations ns
-"a9
".,
lG n rI or_it
,
T ,NCGI20000)
A
09124197
6,000
NS
12116/98
12,000
NS
die`:
01,
12/21/99
<1.0
ISIS
03/15/01
2,200
< 1.0
10111/02
2,800
60.0
12110103
300
<1.0
08112104
>12,000
<1.0
11/21105
>12,000
<1.0
09/13106
>17,000
<2.0
j
ecal olit rm
3,728.8
22.7
1,000
05128108
6,400
<2.0
{Colonies 0mlY
0 I
10109108
1,080
<4
A
06105109
80
4.0
1011410 9
4,800 .0
<4
J-i
12102109
NA
NA
01121110
4.0
NA
02/09110
<4
NA
05117110
9,000.0
< 1
07127110
NA
NA
Or
08/19110
NA
NA
01126111
82.0
<20
br
02128111
NA
NA
03/03111
NA
NA
04126/11
NA
NA
07/25/11
NA
NA
.
09121111
>16,000
4.0
10111111
NA
NA

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
Laboratory Results.
PARAMETER
;UNITS
Bate
.
." '.Outfall # 01
Arithmetic`.
Mean
Outfall #1 .,
" `'
butfall # 02
Arithmetic
Mean
Outfall #2
{Benchmark
.
Concentrations '.
*fir ti
{General Permit
NCG120000} ,
09124/97
324.0
NS
12116/98
117.0
NS
12/21/99
63.0
NS
03/15/01
26.8
56.0
10/11/02
258.0
1,270.0
12/10/03
780.0
315.0
08/12/04
126.0
920.0
11121/05
114.0
76A
p
09113/06
150.0
180.0
JotM Suspended
Solids {TS$)
mg1L
484.8
1,516.4
100
05/28108
77.0
120.0
10/09108
22.7
580.0
`!
06/05109
357.0
335.0
10/14/09
72.0
44.5
J.
12102/09
97.0
96.0
01121110
NA
271.0
02/09/10
NA
432.0
-
05/21/10
290.0
1,100.0
07127/10
NA
3,580.0
08/19110
NA
210.0
01126111
510.0
550.0
02/28/11
3,640.0
3,670.0
03/30/11
382.0
415.0
04126111
677.0
289.0
07/25111
392.0
1,510.0
09121/11
1,000
18, 800.0
10l11I11
1,190
58.7
}
Note: S[Ormwarer samples were not successfully Collected in luu7
mg1L = Milligrams per liter NS = Not Sampled
NA = Not analyzed for this parameter

93 Kr%
ESEARCUANAYTiCA1 Report of Analysis
. 0 , LA ORAT®RDESF INC. 12/28/2017
rs 0
j,'r,�
For: Pyramid Environmental
503 Industrial Avenue
+
.
A �
Greensboro, NC 27406
°a
"�:tq NC
Attn: Brett Higgins
' SEC 937701
'•
.' lSD,AV I�*;,,',
Client Sample ID: WeirA
Lab Sample ID:
44347-01
Site: Pyramid Environmental
Collection Date:
12/20/2017 11:45
Parameter Method
Result Units Rep Limit Analyst Analysis Date/Time
COD EPA 410.4
41 mg1L 5
JF 12/20/2017
Fec Coli-MF SM 9222 D-1997
31 C011100 ml 1
LP 12/20/2017 1426
Total Suspended Solids (rSS) SM 2540 D-1997
233 mg1L 5
AA 12127/2017
NA = not anaiyzea
P.O. Box 473 106 Short Street Kernersville, Forth Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page i
rai coa basic v i d

RESEARCh & ANALyTICA1
"bORATOOES, INC.
Analytical / Process Consultations
Phone [phone]
5�ovn-rwc.N-,
CHAIN OF CUSTODY RECORD
WATER ! WASTEWATER MISC.
COMPANY
JOQ NO. 7 %
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ST_ETADD E
r� ��
P pJECT %
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CITY STATE, I c7
S MPLER, 1 (P SE } T)
V
CONTACT PHONE
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SAMPLE ARE
SA)APLE NUMBER
{LAB USE ONLY)
DATE
ME
COYPURAB
TEM
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CE-10
sAw3�
isa
SA6IPLELOCATIONII.D•
44
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RELINOUISHPPY
DATEITIME
RECEIVED BY
REMARKS:
SAMPLE TEMPERATURE TEMPERATURE AT RECEIPT >.._L °C
EL QUI ED BY
OATEMME
RECEIVED BY

ATTACHMENT D

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted January 15, 2018
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill.
COUNTYRandolph
PERSON COLLECTING SAMPLES Hubert McAy_i_ nney
LABORATORY RSA Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2017
SAMPLE PERIOD ❑ Jan -June © July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
X❑Other Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE —)
No discharge this period?z
Outfali No.
Date Sample
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/0
Weir A
12 20 17
0.38
41
31
233.0
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
'For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, 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. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 1, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
No discharge this period?z
Qutfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches;
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/L
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART lI SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one coov of this DMR. includina all "No Discharae" reports. within 30 days of receipt of the lab results (or at end of monitoring period
in the case of "No Discharae" 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."
(Signature of Permittee) (Date)
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 2 of 2

Eneigizei
May 10, 2017
Mr. Bradley Bennett
NC DEQ
Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
�co-�apCJa�
Attached is the Stormwater Discharge Outfall Monitoring semi-annual report for ENERGIZER
Battery's industrial landfill as required by General Permit No. NCG 120000 for the month of
April, 2017
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall # 1 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the April 241h sampling event from Weir A recorded the COD at 41 mg/L and
the TSS at 20.8 mg/L, therefore, the April 14, 2017 sampling event concluded all paramaters
were below the benchmark concentrations per general permit NCG 1200000. Additionally, the
sampling event reported a Fecal Coliform value of 2400 col/100mL, however, the landfill was
relieved of the compliance requirement for this benchmark because the landfill contains a single
waste stream, alkaline batteries, which can not contribute to this benchmark. If you have any
questions, please call Scott Boyle, the Environmental Coordinator for Energizer's Asheboro
facilities, at 336/672-4546.
Sincerely,
S ve a
Plant Manager
RECEIVE
CEN i"kAL FILES

Eneigizei
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files — Division of Water Quality, Raleigh
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203

FPVftAM'
ENVIRONMENTAL $ ENGINEERING, P.C.
May 5, 2017
Mr. Scott Boyle
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results —April 2016
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2017-029
Energizer PO #7000022181
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). An aerial photograph showing the location
of the outfall is included in Attachment A.
Corrective Action Plan and Re -Grading of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater runoff that leaves the property. As part of the corrective actions, the
two previously used outfalls were eliminated and a new outfall was created (Weir A), The v-
notch weir that was previously located at outfall #02 was moved and installed on the down
gradient side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on April
24, 2017 by Hubert McAvinney of Pyramid. The qualitative monitoring report was completed
for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring report
describes the visual appearance of the stormwater run-off at the time of the sampling event. No
unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 • Greensboro, NC 27416
503 Wusuial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] - Tall Free [phone]
Email: In, foyramidenvironmental,com
www.pyramidenvironmental.com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table I, the detected concentrations of COD and `I'SS at Weir A do
not exceed the benchmark values specified in General Permit NCG120000. The detected
concentration of fecal coliform at Weir A (2,400 colonies1100 mis) exceeds the, benchmark value
of 1,000 colonies / 100 mis specified in the general permit. Energizer has received an exemption
from DENR for monthly sampling of fecal coliform. Regardless of the results, the fecal coliform
analysis is only required as part of the normal semi-annual sampling events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the April 2017 sampling event is
included in Attachment C.
Based on the results of the April 2017 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between July 1 and December 31, 2017.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Brett S. Higgins
Project Manager
Attachments: A. B, C, and D
Energizer Landfill Site—Senri-Annual Stornovater Sampling 0510512017
Pyramid Project # 2017-029 2

ATTACHMENT A

SITE: COUNTY LAND RD. LOCATION: I ASHEBORO, NORTH CAROLINA
USGS IDENTIFICATION
USGS 7.5
MINUTE MAP
A,SHEBORO/RANDLEMM. NC
ORIGINAL DATE:
1970/1970
PHOTOREVISION
1981 / 1981
DATE:
PR UMY HIGHWAY, HARD SURFACE
SECONDARY HIGHWAY, HARD SURFACE
"—DUTY ROAD HARD OR
IMPROVED SURFACE
— —
UNIMPROVED ROAD
O
STATE ROAD
CJ
U.S. ROUTE
0
INTERSTATE ROUTE
SCALES
1/2 0 1
MILES:
1000 0 2000 4000 6000
1' - 2000•
NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
MAGNETIC
NORTH
COUNTY MAP
NORTH CAI;
ElCOUNTY:
—. ENERGIZER BATTERY °"'"'" KAM NOTES
1--2000• �.� B5H « w. snm w
ENERGIZER LANDFILL „� ,,�
�. �R a
PYRAMID 1,/29/Ds �,�
ASNE80R0 ""Q NORTH CAROLINA
en.. w+� nw�[ .rip w�v n
ENVIRONMENTAL & ENGINEERING, P.C. TOPOGRAPHIC MAP USGSTOPO

Goos[e'earth
N
Cc j , ,- uate of Aerial Photography: LU"I t) of I

ATTACHMENT B

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: w w /ws/su/npdessw#t ib-4
Permit No.: or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County Landfill
County: Randolph Phone No. 336-672-4556
Inspector:
Date of Inspection: Ar _
Time of Inspection: _ 5�
Total Event Precipitation (inches):
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
XYes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
i 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 approval from the local DWQ Regional Office.
By tl rslsiknatV\e, I certify 1h t this report is accurate and complete to the best of my knowledge:
(Signature of Perinittee or
Pagel of 2
5WU-242. Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.) V-QQIQh Weir
Receiving Stream: Intermittent stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.):
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 O 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
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:
0 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 evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
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 I0/25/2012

ATTACHMENT C

TABLE 1
Storrnwater Analytical Results for Weir A (2011 - 2017)
Energizer Battery Manufacturing, Inc,
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Data
Laboratory Results
Benchmark
Concentration par
General Permit
NGG120000
Arithmetic
Mean
Weir
Chemical Oxygen
Demand (COD)
mg1L
itf29111
31.0
120
66.2
12107)11
202.0
01111112
24.0
04126112
47.0
09118112
37.0
10115112
NA
01114113
27.0
02119113
NA
10107113
72.0
01110114
33.0
10/15114
84.0
03106115
63.0
10128116
79.0
06)17116
37
12/06116
10
OW24117
41
Fecal Coflform
(Colonies 1100m1)
Coll
100m1
11120111
NA
1,000
3,045.1
12107111
NA
01111112
t6
0412012
NA
09118112
>12,000
10116112
NA
01114113
6,000
02l9113
NA
10107113
4,000
01110114
216.0
10116114
6,000.0
03105115
$4.0
10128115
11,200
06117116
314
12106116
211
OW24117
2400
Total Suspended
Solids (TSSJ
mg1L
11129111
598.0
100
176.9
17J07111
690.0
01111112
189.0
04126112
724.0
09118112
286.0
10116112
30.4
01114113
62.0
O7N9113
18.0
10107113
18.0
01110114
53.0
10115114
37.0
03f06116
47.7
10128115
14A
05117116
33.6
12106fle
12.6
04/25117
20.8
mi;& - Milligrams per liter NS - Nm Sampled NA - Not Anaryzed for this parameter
ND - Not detected at or above the adjusted reporting limit
Page 1 of 1

TABLE 2
Stormwater Analytical Results (Sept. 1997 -October 2011 )
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory; Results
-
Outfall # 01
Arithmetic
Mean
O'utfall #1
Outfa[h# 02
Arithmetic
Mean
Outfall #2
ABenchmark
Concentrations =
[General Permit
lN6G120000) -
Chemical, Oxygen:.
Demand°(COD)
,mg1L
09124197
96.0
222.6
NS
656.3
120
12/16198
43.0
NS
12/21199
74.0
NS
03/15/01
48.0
1,380.0
10/11/02
27.0
40.5
12110/03
304.0
384.0
08/12/04
373.0
268.0
11/21/05
71.0
515.0
09/13/06
140.0
170.0
05/28108
190.0
430.0
10/09/08
82.0
847.0
06105/09
218.0
230.0
10/14/09
257.0
635.0
12/02/09
440.0
280.0
01/21/10
340.0
1,320.0
02/09/10
451.0
2,240.0
05117/10
463.0
1,210.0
07/27/10
300.0
1,420.0
08/19/10
230.0
1,300.0
01126/11
63.0
130.0
02128/11
115.0
1,200.0
03/30/11
57.0
215.0
04/26/11
NA
277.0
07/25/11
NA
133.0
09121/11
737
135.0
10/11111
NA
336.0

TABLE 2
Stormwater Analytical Results (Sept. 1997 -October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory.Re5ults
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
-Arithmetic,
Mean
Outfall #2
Benchmark
Concentrations:
(Geneal Pefmlt
NCG120000)
Fecal Coliform,
(Colonies 1 100m1)
toll
100ml
09/24/97
6,000
3,728.8
NS
22.7
1,000
12/16198
12,000
NS
12121199
< 1.0
NS
03/15101
2,200
< 1.0
10/11102
2,800
60.0
12/10/03
300
<1.0
08/12/04
>12,000
<1.0
11/21/05
>12,000
<1.0
09/13/06
>17,000
<2.0
05/28/08
6,400
<2.0
10109/08
1,080
<4
06/05/09
80
4.0
10/14/09
4,800.0
<4
12/02109
NA
NA
01/21/10
4.0
NA
02/09/10
<4
NA
06/17110
9,000.0
<1
07127110
NA
NA
08/19110
NA
NA
01/26111
82.0
<20
02/28/11
NA
NA
03103/11
NA
NA
04126111
NA
NA
07/25111
NA
NA
09/21/11
>16,000
4.0
10/11/11
NA
NA

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
KNITS
Date'
Laboratory_ Results =
Outfalf#'01
wA-rithmetic
Mean
Outfall #1
"?
Outfall # 02
Arithmetic
Mean
Outfall #2
'.'Benchmark--'
Concentrations-
(General Permit ,
NCG120000)
Total Suspended
Solids.- (TSS}:,
mg1L
09124197
324.0
484.8
NS
1,516.4
100
12/16/98
117.0
NS
12121199
63.0
NS
03115101
26.8
56.0
10111/02
258.0
1,270.0
12/10103
780.0
315.0
08/12104
126.0
920.0
11/21/05
114.0
76.0
09/13/06
150.0
180.0
05/28/08
77.0
120.0
10/09/08
22.7
580.0
06/05/09
367.0
335.0
10/14/09
72.0
44.5
12/02/09
97.0
96.0
01121/10
NA
271.0
02109110
NA
432.0
05/21110
290.0
1,100.0
07/27110
NA
3,580.0
08/19110
NA
210.0
01126/11
510.0
550.0
02/28/11
3,640.0
3,670.0
03/30/11
382.0
415.0
04126/11
677.0
289.0
07/25111
392.0
1,510.0
09/21/11
1,000
18,800.0
10/11111
1,190
58.7
!Yore: 5rormwarer samples were not successrully collected in 2007
mg1L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARCH & ANA[yTICA1
I-AboRATORIES, INC.
For: Pyramid Environmental
503 Industrial Avenue
Greensboro, NC 27406
Attn: Brett Higgins
Report of Analysis
5/2/2017
IN,,A, •�•a••...y •/
YJ
J� NC #34 Z
NC #37701
` O
Client Sample ID: Energizer Landfill Weir A Lab Sample ID: 33829-01
Site: Pyramid Environmental Collection Date: 4/24/2017 13:30
Parameter Method Result Units Rep L.imi Ana ABalysls Dakffi I e
COD EPA 410.4 41 mg/L 5 BR 4/27/2017
Fec Coli-MF SM 9222 D-1997 2400 Co1/100 ml 1 LP 4/24/2017 1538
Total Suspended Solids (TSS) SM 2540 D-1997 20.8 mg/L 5 AA 4/25/2017
NA = not analyzed
P.O. Box 473 106 Short Street Kemersvllle, North Carolina 27284 Tel: [phone] Fax: [phone] www.mndalabs.com Page 1
ral coa basic vid

RESEARCh • & Am[yTICA[
LABORATORIES, INC,
Analytical I Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
Pyramid Environmental.:
.
N,
.'
ANALYSIS
MEET ADD E --
503 Industrial Avenue
WTTIWI
w-w
CITY. STATE, ZIP
Greensboro, NC ,06
SAMPLER NAME (PLEASE PRI"
BrettCO PHONE
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ATTACHMENT [)

Semi-annual Stormwater Discharge MonitoringReport
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted December 16, 2016
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill
COUNTY Randolph
PERSON COLLECTING SAMPLES Hubert McAvinney _
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 20117 _
SAMPLE PERIOD X❑ Jan -June ❑ July -Dec
or ❑ monthly' month
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow []Water Supply ❑SA
X❑Other Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
❑ No discharge this period?z
Outfall No.
Date Sample
Collectedi
(moected'j
24-hour rainfall
amount,
Inch
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L°
Weir A
04 27 17
2-54
41
2,400
20.8
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.
See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format, "<XX mg/L" where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

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
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/0
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART 8 MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART it 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 FA
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one cop of this DMR. includina all "No Discharae" reports. within 30 days of receipt of the lab results (or at end of monitoring period
in the case of "No Discharae" 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. I
am aware that;here are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signatuy6a"ermittee)
Permit Date: 11/1/2012-10/31/2017
s11 o q—
(Date)
SWU-248, last revised 10/25/2012
Page 2 of 2

_,.
AIS
Eneigizei
January 5, 2017
Mr. Bradley Bennett
NC DEQ
Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
P L iavo()(o
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
RECEIVED
JAN 2 3 2017
CENTRAL FILES
DWR SECTION
Attached is the Stormwater Discharge Outfall Monitoring semi-annual report for ENERGIZER
Battery's industrial landfill as required by General Permit No. NCG 120000 for the month of
December, 2016.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall #1 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the December 6"' sampling event from Weir A recorded the COD at 10.0 mg/L
and the TSS at 12.6 mg/L, therefore, the December 6, 2016 sampling event concluded all
paramaters were below the benchmark concentrations per general permit NCG1200000.
Additionally, the sampling event reported a Fecal Coliform value of 211 col/ I OOmL, however,
the landfill was relieved of the compliance requirement for this benchmark because the landfill
contains a single waste stream, alkaline batteries, which can not contribute to this benchmark. If
you have any questions, please call Scott Boyle, the Environmental Coordinator for Energizer's
Asheboro facilities, at 336/672-4546.
Sincerely,
)teveZH64d
all
Plant Manager

Eawgizef
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files — Division of Water Quality, Raleigh
Jeff Gipson — Westlake Environmental Affairs
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203

i
PVRAM1D
ENVIRONMENTAL & ENGINEERING, P.G.
December 20, 2016 RECEIVED
JAN 2 3 2017
Mr. Scott Boyle
ILES
Energizer Battery Manufacturing, Inc. CENTRAL DWR SECTION
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — December 2016
Energizer Battery Landfill at Randolph County Landfill, Asheboro, INC
Pyramid Project # 2016-304
Energizer PO 47000015709
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). An aerial photograph showing the location
of the outfall is included in AttachmentA.
Corrective Action Plan and Re-Gradiny, of Enerp_izer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the cast side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater runoff that leaves the property. As a result of the corrective actions, the
two previously used outfalls were eliminated and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall #02 was moved and installed on the down
gradient side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on
December 6, 2016 by Hubert McAvinney of Pyramid. The qualitative monitoring report was
completed for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring
report describes the visual appearance of the stormwater run-off at the time of the sampling
event. No unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in KernersviIle, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 - Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free [phone]
GmaiL Infort.nvramidenvironmental.com
www pyramidenvironmenlal.com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentrations of COD, fecal coliform and
TSS at Weir A do not exceed the benchmark values specified in General Permit NCG120000.
Energizer has received an exemption from the NC DEQ for monthly sampling of fecal coliform.
Regardless of the results, the fecal coliform analysis is only required as part of the normal semi-
annual sampling events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the December 2016 sampling
event is included in Attachment C.
Based on the results of the December 2016 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between January 1 and June 30, 2017.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site—Seini-Annual Siormwater Sampling 1212012016
Pyramid Project # 2016-304 2

ATTACHMENT A

USG-,,,-S--T-:�0-P---.-OG-RAPHIC =�M-
SITE: COUN I Y LAND RU. LOCATION: Nun; , 1 CARO,iNA
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USGS IDENTIFICATION SCALES
USGS 7•5 ASHEBORO/RANDLEMAN• NC 1/2 0 1
MINUTE MAP
OMOINAL DATE: 1970/1970 MILES:
PHOTOREVISION 19avi961 DATE 1000 0 2000 4000 6000
FEET:
PRIMARY HOMAY, HARD SURFACE 1 " = 2000'
SECONDARY HOWAY, HARD SURFACE
NOTES: TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
LIGHT -•DUTY ROAD HARD OR
MAGNETIC
NORTH
COUNTY MAP OF:
NORTH CAROLINA
IMPROVED SURFACE
— — —
UNIMPROVED ROAD
cOUNTY: RAND 0 L P H
APPROXIMATE SITE LOCATION
o
STATE RC
U.S. RouTE
INTERSTATE ROUTE
ENERGIZER BATTERY xAM NOTES
1 � 2000• 8SH iaroawmc wr Ulm w mr
ENERGIZER LANDFILL ® � Ma
,1 /29/05 sTo�t�n „rw...
PYRAMID ASHEBORO NORTH CAAOLINA
ENVIRONMENTAL& ENGINEERING, P.C. TOPOGRAPHIC MAP usGsroPa

A
Google earth
D 2016 Goo* Dat . e of Aerial Photog200 ft

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: http:llportal.ncdenr.orizLweb,/wQ./ws/su/updess3m#tab-4
Permit No.: or Certificate of Coverage No.:
FacilityName: Energizer Landfill at Randolph County Landfill
County: Randolph, 1. _ n , Phone No. 336-672-4556
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches): V qq
Was this a "Representative Storm Event" or "Measur e,% m- v nt s defined b the permit?
/in rmation below.)
%i�r� y
Yes ❑ No JA�i 2 2017
CENTRAL FILES
Please verify whether Qualitative Monitoring must he per7#9e1d%7ja "representative storm
event" or "measureahle 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
jpermitted 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 i!
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office. t
By(thisAiggkture, �certif� khat this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or
Pagel of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.)
Receiving Stream: Intermittent stream to Deep -River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: C-
3. Odor: Describe any distinct odo
weak chlorine odor, etc.): LJO C>
the 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:
Q 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 0 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:
7.
S.
1 2U" 3
Is there any foam in the stormwater discharge?
4 5
Yes No
Is there an oil sheen in the stormwater discharge? Yes No
9. Is there evidence of erosion or deposition at the outfall? Yes [o
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
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 10/25/2012

ATTACHMENT C
RECEIVED
CENTRAL FILES
Dk��R SEC7'1ON

TABLE 1
Stormwater AtlalyticaI Results for Weir A (2011 - 2016)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAM@TER
UNITS
Date
Laboratory Results
Benchmark
Concentration per
General Permit
NCG120000
Arithmetic
Mean
WeIrA
Chemical Oxygen
Demand (COD)
mgiL
11129/11
31.0
120
61.3
12107/11
202.0
01111112
24.0
04126/12
47.0
09118/12
37.0
10115/12
NA
01114113
27.0
02/19113
NA
I=7113
72.0
01110114
33.0
10115114
84.0
03105/15
63.0
1012a115
79,0
05117116
37
12f06116
10
Fecal Coliforrn
(Colonies I 100ml)
col!
100ml
11129111
NA
1,000
3,480.0
IV07111
NA
01111112 1
16
04/26112
NA
09118/12
>12,000
10115112
NA
01114113
6,000
02119113
NA
10107113
4,000
01110/14
216.0
10115114
0,000.0
03105/15
94.0
10128/15
11,200
05117/16
314
12106116
211
Total Suspended
Solids (TSS)
mg1L
11129/11
598.0
100
198.7
12107111
690.0
01f11112
189.0
04126/12
724.0
09118/12
266.0
10115112
30.4
01/14/13
62.0
02119/13
18.0
10107113
18.0
01110114
53.0
10115/14
37.0
03105/15
47.7
10128115
14.4
05117116
33.6
12106/16
12.6
mg/L = Milligrams per liter NS - Not Sampled NA - Not Analyzed for this parameter
ND = Not defected at or above the adjusted reporting limit
Page 1 of 1

TABLE 2
Stormwater Analytical Results (Sept. 1997 -October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Chemical Oxygen
Demand (COD)
mg1L
09/24197
96.0
222.6
NS
656.3
120
12/16/98
43.0
NS
12/21/99
74.0
NS
03/15101
48.0
1,380.0
10/11/02
27.0
40.5
12/10/03
304.0
394.0
08/12/04
373.0
268.0
11121/05
71.0
515.0
09/13/06
140.0
170.0
05/28108
190.0
430.0
10/09/08
82.0
847.0
06/05/09
218.0
230.0
10/14/09
257.0
635.0
12/02109
440.0
280.0
01/21/10
340,0
1,320.0
02/09/10
451.0
2,240.0
05/17/10
463.0
1,210.0
07/27/10
300.0
1,420.0
08/19/10
230.0
1,300.0
01/26/11
63.0
130.0
02/28/11
115.0
1,200.0
03/30/11
57.0
215.0
04/26/11
NA
277.0
07/25/11
NA
133.0
09/21111
737
135.0
10/11/11
NA
336.0

TABLE 2
Stormwater Analytical Results (Sept. 1997 -October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
'.UNITS:
.f:.,
Date
LaboratorykResults._
r
Outfall # 01
Arithmetic
Mean
Outfall #1
i
Outfall #'02
-.-Arithmetic.
V Mean
:Outfall #2
Benchmark-
Concentrations
{General Perini#'
NEG126000j.
Fecal Coliform
(ColoniesIi00ml)
�coll
100ml
09/24197
6,000
3,728.8
NS
22.7
1,000
12/16/98
12,000
NS
12/21/99
< 1.0
NS
03115/01
2,200
< 1.0
10/11/02
2,800
60.0
12/10/03
300
<1.0
08/12/04
>12,000
<1.0
11/21/05
>12,000
<1.0
09/13/06
>17,000
<2.0
05/28/08
6,400
<2.0
10/09/08
1,080
<4
06/05/09
80
4.0
10114/09
4,800.0
<4
12/02/09
NA
NA
01/21/10
4.0
NA
02/09/10
<4
NA
05/17/10
9,000.0
<1
07/27/10
NA
NA
08/19110
NA
NA
01 /26111
82.0
<20
02/28111
NA
NA
03/03/11
NA
NA
04/26/11
NA
NA
07/25/11
NA
NA
09/21/11
>16,000
4.0
10/11/11
NA
NA

TABLE 2
Storrtlwater Analytical Results (Sept. 1997 -October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
Date
Laboratory�Resulis,.
Oullall # 01
Arithmetic
Mean
Outfall #1
,
Outfall #;02
Arithmetic
r Mean
Outfall #2
Benchmark
Concentrations
(GeneraWermit
NCG120000).
Total,Suspended,, .
Solids (TSS)
mg1L
09/24/97
324.0
484.8
NS
1,516.4
100
12/16198
117.0
NS
12/21199
63.0
NS
03/15101
26.8
56.0
10/11/02
258.0
1,270.0
12/10/03
780.0
315.0
08/12/04
126.0
920.0
11/21/05
114.0
76.0
09/13/06
150.0
180.0
05/28/08
77.0
120.0
10109/08
22.7
580.0
06/05/09
357.0
335.0
10/14/09
72.0
44.5
12/02/09
97.0
96.0
01 /21110
NA
271.0
02/09110
NA
432.0
05/21/10
290.0
1,100.0
07/27/10
NA
3,580.0
08/19/10
NA
210.0
01 /26111
510.0
550.0
02/28/11
3,640.0
3,670.0
03/30/11
382.0
415.0
04/26/11
677.0
289.0
07/25/11
392.0
1,510.0
09/21111
1,000
18,800.0
10111 /11
1,190
58.7
+yore: srormwarer sampres were nor successrurry carecrev in wur
mg1L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARCh & ANA[yTiCA[
LA ORAT®RiES, INC.
For: Pyramid Environmental
503 Industrial Avenue
Greensboro, NC 27406
Attn: Brett Higgins
Report of Analysis
12/13/2016
cc
5 to NC 934 0 •
' NC437701
Y
Client Sample ID: Energizer Landfill Weir A Lab Sample ID: 27956-01
Site: Pyramid Environmental Collection Date: 12/6/2016 11:00
Parameter _ Y Method T Result Units Rep Limit An_ aiyst Analysis DatelTime
COD EPA 410.4 10 mg/L 5 BR 12/12/2016
Fec Coli-MF SM 9222 D-1997 211 col/100 ml 1 LP 12/6/2016 1631
Total Suspended Solids (rSS) SM 2540 D-1997 12.6 mg/L 5 JB 12/7/2016
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1

RESEARCh A ANA[yTicA[
LkoRATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
I WATER 1 WASTEWATER 1 MISC. I
COMPI'lly Pyramid Environmental
•: NO.
•
.
• •
REQUESTED ANALYSIS
STREET ADDRESS
503 IndustrialAvenue
PROJECT
Energizer Landfill
CITY, STATE, ZIP
Greensboro, NC 27406
UITM- R NAME (PLEASE PRINT)
Hubert-
•NVA�Cf-- PAONE•
Brett• •-335-3
' r/ ±
=10�01:11MA41'111
SANPI
[Inn
MISS,
COD, & Fecal
�M■■■■■■
■■■■■■■■■■■■■■■
_-■■■■■■
■■■■■■■■■■■■
■■■
_-■■■■■■
■■■■■■■■■■■■
■■■
_-■■IM■■
■■■■■■■■■■■■
■■■
_-■■■■■■
■■■■■■■■■■■■
■■■
■■■E■■■■■■■■
■■■■■■■■■■■■■■
■■■■■■■■■
IMMENEINIME
■■■■■■■■■■■■
■■■
.. ,:
..
.:
AMN.. .:
..
.:

ATTACHMENT D

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted December 2 0 , 2 016
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill
COUNTY Randolph
PERSON COLLECTING SAMPLES Hubert McAvinney _
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2016
SAMPLE PERIOD ❑ Jan -June ❑X July -Dec
or ❑ Monthly' month
DISCHARGING TO CLASS ❑ORW ❑HQW []Trout ❑PNA
❑Zero -flow [:]watersupply ❑SA
[F]Other Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE -)
❑ No discharge this period:
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/0
Weir A
12 06 16
0.44
10
211
12.6
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.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format "<XX mg/L", where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?z
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/0
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
* A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copv of this DMR, includina all "No Discharge" reports. within 30 days of receipt of the lab results [or at end of monitoring period
in the case o "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-
"] 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 th§t there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
ittee)
l?
(Date)
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 2 of 2

ATTACHMENT B

RECEIVED
JUN 2 0 2016
CENTRAL FILES
DWR SECTION
Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted March 31, 2 016
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill
COUNTY Randolph_
PERSON COLLECTING SAMPLES Brett Higgins
LABORATORY R&A Laboratories Lab Cert. q 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2016
SAMPLE PERIOD ❑X Jan -June ❑ July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow []Water Supply ❑SA
QOther Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE -)
No discharge this period?Z
Outfall No.
Date Sample
Collected
Imo/dd/yr)
24-hour rainfall
amount,
Inches'
Chemical Oxygen Demand
Fecal [oliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L
Weir A
05 17 16
0.48
37
314
33.6
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, 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 mit/L,,, where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note. if you report a sample value In excess of the benchmark, you must implement Tier 1, Tier 2, or tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
n No discharge this period ?2
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches'
Non -polar O&G/TPH by
EPA 1664(SGT•HEM)
Total Suspended Solids
pH
Benchmarks =--?
15 mg/L
100 mg/L or So mg/L
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART AND PART B MONITORING RESULTS'.
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mall an original and one copy o this DMR including all No Discharge" reports, within 30 day.5 o recei t o the lab results tor at end ofmonitoring period
in the ,rase of "No Discharge" reaortsJ 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 REPQRTED:
"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
Chose 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 tilt there are signif(capt penaltiesjor submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Sig lure Permittee) (Date)
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 2 of 2

AID
Energizes
June 17, 2016
Mr. Bradley Bennett
NC DEQ
Dept of Environmental Quality
Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject., Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C.27203
RECEIVED
JINN 2 0 2016
CENTRAL FILES
DWR SECTION
Attached is the Stormwater Discharge Outfall Monitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No. NCG
120000 for the month of May, 2016.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall #1 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the May 17`h sampling event from Weir A recorded the COD at 37.0 mg/L and
the TSS at 33.6 mg/L, therefore, the May 17, 2016 sampling event concluded all paramaters were
below the benchmark concentrations per general permit NCG 1200000. The sampling event
reported a Fecal Coliform value of 314 col/100mL, however, the landfill was relieved of the
compliance requirement for this benchmark because the landfill contains a single waste stream,
alkaline batteries, which can not contribute to this benchmark. If you have any questions, please
call Scott Boyle, the Environmental Coordinator for Energizer's Asheboro facilities, at 336/672-
4546.
Sincerely,
I "' W
teve a
Plant Manager

A*
Eneigizei
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files — Division of Water Quality, Raleigh
Jeff Gipson — Westlake Environmental Affairs
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203

PYRAM I a
ENVIRONMENTAL & ENGINEERING, P.C.
June 1, 2016
RECEIVED
Mr, Scott Boyle JUN 2 0 Z016
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard CENTRAL FILES
dWR SECTION
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — May 20t6
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2016-045
Energizer PO 97000015709
Dear Mr. Boyle.
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). An aerial photograph showing the location
of the outfall is included in AttachmentA.
Corrective Action Plan and Re -Grading of Ener izer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater runoff that leaves the property. As a result of the corrective actions, the
two previously used outfalls were eliminated and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall #02 was moved and installed on the down
gradient side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on May
17, 2016 by Brett S. Higgins of Pyramid. The qualitative monitoring report was completed for
Weir A by Pyramid and is included in Attachment B. The qualitative monitoring report describes
the visual appearance of the stormwater run-off at the time of the sampling event. No unusual
conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free [phone]
Email: Info a pvramidenvironmental.com
www.ovramidenvironmental.com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table I, the detected concentrations of COD, fecal coliform and
TSS at Weir A do not exceed the benchmark values specified in General Permit NCG120000.
Energizer has received an exemption from the NC DEQ for monthly sampling of fecal coliform.
Regardless of the results, the fecal coliform analysis is only required as part of the normal semi-
annual sampling events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the May 2016 sampling event is
included in Attachment C.
Based on the results of the May 2016 semi-annual stormwater sampling event, monthly sampling
and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG 120000, The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between July l and December 31, 2016.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
I
VAN
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site -Semi-Annual Stormwaler Sampling 610112016
Pyramid Project 4 2016-045 2

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Datesubmitted November 10,2015
CERTIFICATE OF COVERAGE NO. NCG12_0 0 0 6
FACILITYNAME Energizer Landfill
COUNTY Randol-ph
PERSON COLLECTING SAMPLES Brett Higgins _
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2015
SAMPLE PERIOD ❑ Jan -June © July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
X❑Other Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE -)
n No discharge this period:2
Outfall No.
Date Sample
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ==_>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L4
Weir A
10/28/15
1.52
79.0
11,200
14.4
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
Z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, do not retort Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format. "<XX mg/L", where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 5WU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?2
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =_=>
_
-
15 mg/L
100 mg/L or 50 mg/0
6.0 - 9.0 SU
Footnotes from Part A also apply to this Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 1, 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 DMR, includina all "No Discharge" reports. within 30 days of receipt of the lab results (or at end of monitoring period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware that theoe re significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
I/ 12,/1t—
(Date)
Permit Date: 11/1/2012-10/31/2017
SWU-248, last revised 10/25/2012
Page 2 of 2

It
f/lPAJZP./
November 12, 2015
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C.27203
RECIVEQ
Mr. Bradley Bennett NOV 3 0 2015
NCDEHNR
Division of Environmental Management CENTRAL FILES
1617 Mail Service Center DWR SECTION
Raleigh, NC 27699
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Attached is the Stormwater Discharge Outfall Monitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No. NCG
120000 for the month of October, 2015.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall 41 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the October 28`h sampling event from Weir A reported the COD at 79.0 mg/L
and the TSS at 14.4 mg/L, therefore, the October 28, 2015 sampling event concluded all
paramaters were below the benchmark concentrations per general permit NCG1200000. The
sampling event reported a Fecal Coliform value of 11,200.0 col/100mL, however, the landfill
was relieved of the compliance requirement for this benchmark because the landfill contains a
single waste stream, alkaline batteries, which can not contribute to this benchmark. If you have
any questions, please call Scott Boyle, the Environmental Coordinator for Energizer's Asheboro
facilities, at 336/672-4546.
Sincerely,
Steve Hall
Plant Manager

EneM&
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files -- Division of Water Quality, Raleigh
Jeff Gipson — Westlake Environmental Affairs
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203

i
PYFKAM I d
ENVIRONMENTAL & ENGINEERING, P.C.
November 10, 2015
Mr. Scott Boyle
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — October 2015
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2015-263
Energizer PO #7000004619
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). A map showing the location of the outfall
is included in Attachment A.
Corrective Action Plan and Re -Grading of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater runoff that leaves the property. As a result of the corrective actions, the
two previously used outfalls were eliminated and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall 402 was moved and installed on the down
gradient side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on
October 28, 2015 by Brett S. Higgins of Pyramid. The qualitative monitoring report was
completed for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring
report describes the visual appearance of the stormwater run-off at the time of the sampling
event. No unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free [phone]
Email: Info r�yramidenvironmental,com
ww_w.pyram idenvironmenlal. com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentrations of COD and TSS at Weir A do
not exceed the benchmark values specified in General Permit NCG120000. The detected
concentration of fecal coliform at Weir A (11,200 colonies / 100 mis) exceeds the benchmark
value of 1,000 colonies / 100 mis specified in the general permit. Energizer has received an
exemption from DENR for monthly sampling of fecal coliform. Regardless of the results, the
fecal coliform analysis is only required as part of the normal semi-annual sampling events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented. in Attachment C. A copy of the laboratory report for the October 2015 sampling event
is included in Attachment C.
Based on the results of the October 2015 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between January 1 and June 30, 2016.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site —Semi-Annual Stormwater Sampling 1111012015
Pyramid Project 9 2015-263 2

ATTACHMENT A

USGS- RAY14 / C MAP
SITE:
-TOPO-7
COUNTY LAND RD.
LOCATION:
ASHEBORO, NORTH CAROLINA
44
"�� -i f',•'� `. 4 �. SITE
.
rr I LOCATION
I •f 4 I
1l
rla!~
N
USGS
IDENTIFICATION
SCALES
UM 7.3
MINUTE MAP
ASHEBORO/RANOLEMAN, NC
1/2 0 1
MILES:
ORIGINAL DATE:
1970/1970
PHOTOREVISION
DATE:
1981 / 1981
1DOD 0 2000 4000 6000
FEET:
PRIMARY HIGHWAY, HARD SURFACE
1' 2000'
SECONDARY HIGHWAY, HARD SURFACE NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
LIGHT -DUTY ROAD HARD OR
IMPROVED SURFACE COUNTY WAP 0F:
MAGNETIC
NORTH CAROLINA
- - -
UNIMPROVED ROAD
STATE ROAD
u.s. RourE COUNTY: RANDOLPH
xTERSTATE ROUTE APPROXIMATE SITE LOCATION
ENERGIZER BATTERY ""'" KAr
NOTES
BSH
c
ENERGIZER LANDFILL
PLwwm f/ 1K UK= swn
PYRAMID
ASHEBORO "�" NORTH CAROLINA 11/29/05 y�ara�r�,D+
a
nc •�• awo" vva.
ENVIRONMENTAL & ENGINEERING. P.C.
ae..lo Ir.c rlaR raQ
TOPOGRAPHIC MAP uscsroPo
„4 , carvib . WT"m

0
1
1
� 4 . ri..
Goode eart

y�:fu���1� .;

A�A
NCDENR
Stormwater Discharge Oudall (SDO)
Qualitative Monitoring Report
Forguidanceon filling out thisform, please visit. tR;//portal,ncdenr.o[g/weblwq/t,�slsu/npdessw#tab-
Permit No.: IN&/.Oj'I /-2/_ jQ/ Q/-Q/ or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County Landfill
County: Rand Phone No. 336-672-4556
Inspector: k5mg1ft HvA ojLAA IN—S
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See i ormation below.)
VYes ❑ 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 "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 approval from the local DW(
onal Office.
By t� sig�nNture, I celAfy that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or
Pagel of 2
SVW-242, last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.)y-natch Weir
Receiving Stream: _ Intermittent stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the disctlar a sin basic
(light, medium, dark) as descriptors: � p Z4
3. Odor: Describe any distinc odors a the discha
weak chlorine odor, etc.): - � A 14%A'S
(red, brown, blue, etc.) and tint
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 Z 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:
1 Q 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 G
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
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 modlBed 10/25/2012

ATTACHMENT C

TABLE 1
Stormwater Analytical Results for Weir A
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date
Laboratory Results
Benchmark
Concentration per
General Permit
NCGi20000
Arithmetic
Mean
Weir A
Chemical oxygen
Demand (COD)
mglL
11l29111
31.0
�
120
63.5
12/07/11
202.0
01111/12
24.0
04/26/12
47.0
09118112
37.0
10/16112
NA
01114113
27.0
02/19/13
NA
10107113
72.0
01110/14
33.0
10116/14
84.0
03105/16
63.0
10728N 6
79.0
Fecal Coliform
(Colonies! 100ml)
toll
100ml
11/29/11
NA
1,000
3,932.3
12/07111
NA
01/71112
16
04/26112
NA
09118112
>12,000
10/15112
NA
01/14113
6,000
02119113
NA
10107/13
4,000
01110/14
216.0
10/16/14
6,000.0
03/06/16
94.0
10/28115
11,200
Total Suspended
Solids (T$S)
mg1L
11/29/11
598.0
100
211.3
12/07111
690.0
01/11/12
189.0
04/26/12
724.0
09/18/12
266.0
10/16112
30.4
01114113
62.0
02119113
18.0
10107/13
18.0
01110/14
63.0
10/16114
3710
03106116
47.7
10/28115
14.4
mg1L - Milligrams per liter NS -Not Sampled NA -Not Analyzed for this parameter
ND - Not detected at or above the adjusted reporting limit
Page 1 of 1

r00
RESEARCh&ANA1Y1FuCA1 Report of Analysis
LAbORATORiESP 2NCa 11/5/2015
oll! 11140..
For: Pyramid Environmental
�.•,�QG,.•••••"••••.!4�+i,
C.i�•
503 Industrial Avenue
.6 ;����
Greensboro, NC 27406
gel
tq NC #34 Z: to C
�.-•o'cu377¢r.i
Attn: Brett Higgins
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�G'F ''.! Eck.•' �� %
cD MAW;
464111111"itV
Client Sample ID: Energizer LF Weir A
Lab Sample ID:
10855-01
Site: Pyramid Environmental
Collection Date:
10/28/2015 8.30
Parameter Method
Result Units Rep Limit Analyst Analysis DatelTime
COD EPA 410.4
79 mg/L 5
KN 10/29/2015
Fec Colii-MF SM 9222 D-1997
11200 col/100 ml 1
KH 10/28/2015 1235
Total Suspended Solids (TSS) SM 2540 D-1997
14.4 mg/L 5
JB 10/29/2015
NA = not anolyzed
P.O. Box 473 106 Short Street Kemersviile. North Carolina 27284 Tel: [phone] Fax: [phone] www.fandalabs.com Page 1
rat coa basic vid

RESEARCIi A ANAIyTICAI
LAbORPITORIES, INC.
Analytical / Process Consultations
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CHAIN OF CUSTODY RECORD
WATER I WASTEWATER MISC.
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ATTACHMENT D

o..
fmybw
April 12, 2015
Mr. Bradley Bennett
NCDEHNR
Division of Environmental Management
1617 Mail Service Center
Raleigh, NC 27699
ne_�l a000(z2
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
Attached is the Stormwater Discharge Outfall Monitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No. NCG
120000 for the month of March, 2015.
Pyramid Environmental Inc. was retained to perform the required Stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall #1 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the March 5t" sampling event from Weir A reported the COD at 63.0 mg/L and
the TSS at 47.7 mg/L, therefore, the March 5, 2015 sampling event concluded all paramaters
were below the benchmark concentrations per general permit NCG1200000. The sampling event
reported a Fecal Coliform value of 94.0 col/100mL, however, the landfill was relieved of the
compliance requirement for this benchmark because the landfill contains a single waste stream,
alkaline batteries, which can not contribute to this benchmark. If you have any questions, please
call Scott Boyle, the Environmental Coordinator for Energizer's Asheboro facilities, at 336/672-
4546.
Very truly yours,
Kristina Ranieri �f
APR 2 62015 P
Plant Manager
DENR - WATER RFcn, 7�,71 I

&fff&ffl
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files -- Division of Water Quality, Raleigh
Steve Tedder -- Water Quality Regional Supervisor
Michael Mickey — Water Quality Regional Environmental Specialist
Hugh Jernigan — Solid Waste Section
Jeff Gipson — Westlake Environmental Affairs

'Arlm--aL
PVRAM I D
ENVIRONMENTAL & ENGINEER NG, P.C.
March 30, 2015
Mr. Scott Boyle
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — March 2015
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2015-021
Energizer CMO 44500707627
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). A map showing the location of the outfall
is included in AttachmentA.
Corrective Action Plan and Re-Gradine of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater runoff that leaves the property. As a result of the corrective actions, the
two previously used outfalls were eliminated and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall #02 was moved and installed on the down
gradient side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Ana sis
The stormwater samples were successfully collected during a representative rain event on March
5, 2015 by Brett S. Higgins of Pyramid. The qualitative monitoring report was completed for
Weir A by Pyramid and is included in Attachment B. The qualitative monitoring report describes
the visual appearance of the stormwater run-off at the time of the sampling event. No unusual
conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kemersvillc, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 - Green3boro, NC 27416
503 Industrial Ava • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free [phone]
13mail:Iaide X0ronmenta1.com
www,midenvironmental.eom

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentrations of COD, fecal coliform and
TSS at Weir A do not exceed the benchmark values specified in General Permit NCG120000.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the March 2015 sampling event
is included in Attachment C.
Based on the results of the March 2015 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between July 1 and December 31, 2015.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
1. I'll Mik
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landj11 Site —Semi-Annual Storrs water Sampling 313012015
Pyramid Project # 2015-021 2

ATTACHMENT A

SITE:
COUNTY LAND RD.:�]
LOCATION:
I ASHEBORO, NORTH CAROLINA
®,
-
! / ' •tires � J ._ �•., _ �� I
/ t
SITE
�. ► LOCATION
F'Alk1 r
1
USGS
IDENTIFICATION
�
iUI YRC YAP
ASHEBORO/RANCLEIIAN, HC
01111I01NAL DATE
1970/1970
PHOTOREVOW
1981/1981
DATE:
PRIMARY HIGHWAY, HARD SURFACE
SECONOAM HIGHWAY. HARD SURFACE
LIGHT -DUTY ROAD HARD OR
SCALES
1/2 0 1
MILES:
1000 0 2000 4000 6000
FEET:
1' - 2000'
OTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTEO IN PURPLE :1
COUNTY MAP OF:
NORTH CAROLINA
COUNTY: RANDOLPH
APPROXIMATE SITE LOCATION
- _ —
ENERGIZER BATTERY
ENERGIZER LANDFILL
[7=2:00.
KAN
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NOTES
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ENVIRONMENTAL & ENGINEERING, P.C.
TOPOGRAPHIC MAP
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Google earth feet, 600
meters 100

ATTACHMENT B

A��
MURR
Stormwater Discharge 4utfa1l [SD _,
Qualitative Monitoring Report
For guidance onfilling out thisfarm,please visit h=.-.Iinertai.ncdenr_or2fj eblwa/w5/sslnpdeSM#tab-4
Permit No.:
Facility Name: Ene izer Landfill at Ran
County: Randol
Inspector:
Date of Inspection:
Time of inspection:
or Certificate of Coverage No.: N/lr/i/1/2j&j V
olph County Landfill
Phone No. 336-672-4556
Total Event Precipitation (inches): ' �$-
Was this a "Representative Storm Event" or "Measureable 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 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 approval from the local DWQ Regional Office.__
By this[sign*urFu certify
(Signature of Permittee or
SWU-24Z Last modified 10/25/2012
i report is accurate and complete to the best of my knowledge:
Page 1 of 2

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.) ,,.M:notch Weir
Receiving Stream: intermittent stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:.
Industrial Landfill
2. Color: Describe the color of the
(light, medium, dark) as descriptors: _
3. Odor: Describe any distinct odors that the 'sct arge may ha (i.e., smells strongly of oil,
weak chlorine odor, etc.): S
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
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:
0 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:
1 2 C3 ) 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. is there an oil sheen in the stormwater discharge? Yes N
9. is there evidence of erosion or deposition at the outfall? Yes
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious Indicators ofpoituUon
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, Ustmodilied 10/25/2012

ATTACHMENT C

TABLE'S
Stormwater Analytical Results for Weir A
Energizer Battery Manufacturing, Inc.
Landfill Site • Randolph County, NC
PARAMETER
UNITS-
Data
Labaratog Resutts
Benahmerlt,
Concentration per
0aneral Perndt
MCG12M
Arithmetic
Mean
Weir A
Chemical Oxygen
Demand (COD)
mgfL
r
1 V29111
31.0
120
61.9
12107/11
202.0.
01111112
24.0
04126112
41.0
09/18/12
37.0
IW15112
NA
01/14113
21.0
02/19/13
NA
10107/13
72.0
01110/14
33.0
10115114
84 0
0310511E
63.0
Fecal Collform
(Colonlas1100MI)
CCU
100ml
11129111
NA
1,000
3,246.4
MUM
NA
01111111112
16
MW112
MA
09118112
>12006
10/15/12
NA
01/14113
6.000
0211e113
NA
1OM7143
4,000
01l10/14
216.0
10116/14
6,000.0
OMM18
SILO
Total Suspended
Sonde' ITSS)
mgA.
11129111
698.0 -
100
244.1
12/07/11
690.0'
01111/12
189.0
04IM12
72 O
09/18112
206.0
11111M2
30.4
01114113
62.0
02119/13
180
10107/13
18.0
011111011141
53.0
10115114
37.0
03MVIS
47.7
mg1L-1l1111griwo per!lter NS - Not Sampled NA - Not Analyzed for this parameter
ND v Not detected at or above the adjusted reporting 11m1t
Page 1 of 1

TABLE 2
Stormwrater Analytical Results (Sept.1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Data
Laboratory Results
Outfafl 0 01
Arithmetic
Mean
Outfall 41:
Outfall 0 02'
Arithmetic.
Mean
Outfall 02
Benchmark
Can ' ntratlons
(General Permit
NCG120000),
Chemical Oxygen
Demand (COD)
mg1L
09/24197
96.0
222.6
NS
656.3
120
12/16198
43.0
NS
12/21199
14.0
NS
03115/01
48.0
1,380.0
10111/02
27.0
40.5
12110/03
304.0
384.0
OSMV04
373.0
268.0
11121/05
71.0
515.0
09/13106
140.0
170.0
05/28108
190.0
430.0
10/09108
82.0
847.0
08105109
218.0
230.0
10114/09
257.0
635.0
12/02/09
440.0
280.0
01/21110
340.0
1,320.0
0210910
451.0
2,240.0
05/11110
463.0
1,210.0
07127/10
300.0
1,420.0
08119/10
230.0
1,300.0
01/26111
63.0
130.0
02/28111
115.0
1,200.0
03130/11
$7.0
215.0
04126/11
NA
277.0
07125/11
NA
133.0
09/21111
737
135.0
10/11111
NA
336.0

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizor Battery Manufacturing, Inc.
Landfill SIto - Randolph County
PARAMETER
-
UNITS
Date
.Laboratory Results,
Outfall # 01
"
Arithmetic
Mean
Outfall #1 '
Outfal1 # 02
Arithmetic'
Mean
Outrall 02
Benchmark
Concentrations
(General Permit
•NCG120000
Fecal Coilform
(Colonles 1100ml)'
coll
100ml
09124/97
6,000
3,728.8
NS
22.7
1,000
1211 e198
12.000
NS
12/21199
< 1.0
NS
03/15101
2,200
< 1.0
10/11102
2,800
60.0
12110103
300
<1.0
08112104
>12,000
<1.0
41121105
>12,000
<1.0
09113/06
>17,000
<2.0
05128108
6,400
<2.0
10109/08
1,080
<4
06106/09
60
4.0
10114/09
4,800.0
<4
12102/09
NA
NA
01/21110
co
NA
02109110
<4
NA
05/17/10
9,000.0
<1
07127/10
NA
NA
08119/10
NA
NA
01126/11
82.0
<20
02128/11
NA
NA
03103111
NA
NA
WWI
NA
NA
07125/11
NA
NA
09121/11
>16,000
4.0
10111/11
NA
NA

TABLE 2
StonT water Analytical Results (Sept. 1997 - October 2011)
Energtmr Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Bate
Laboratory Results ..
Outfall 0 01
'Arithmetic
Mean
Outfa1101
Outfall fi 02
Arithmetic
Mean
.Outfall fit
Benchmark.
= Concentrations
'{General permit
NCG120000}.
Total Suspended
Solids (TSS)
mgfL
09/24197
324.0
484.8
I
NS
1,516.4
I
100
I __j
1211W98
117.0
NS
12f21199
63.0
NS
03/15101
26.8
56.0
10111102
258.0
1,270.0
1211=3
780.0
315.0
08112104
126.0
920.0
11121/06
114.0
75.0
09/13106
150.0
180.0
05128108
77.0
120.0
10109/08
22.7
580.0
06105/09
357.0
335.0
10/14/09
72.0
44.6
12M2109
97.0
96.0
01/21110
NA
271.0
02/09110
NA
432.0
05121MO
290.0
1.100.0
07127/10
NA
3,580.0
08/19110
NA
210.0
01/26111
510.0
650.0
02128/11
3,640.0
3,670.0
03130/11
382.0
415.0
04/26/11
677.0
289.0
07125111
392.0
1,510.0
1.000
18,800.0
L09121/11
10111/11
1,190
58.7
I
note. arormwater sampres were not succeswww couecrea in wu7
mg/L 4 Milligrams per liter NS o Not Sampled
NA a Not Analyzed for this parameter

RESEARCH & MA YTICA
UoRATQRIES, INC.
For: Pyramid Environmental
700 N. Eugene Street
Greensboro, NC 27401
Attn: Brett Higgins
Report of Analysis
311IM015
bk
NC 034
WC #37701
Client Sample ID: Energizer Landfill Weir A Lab Sample ID: 1554-01
Site: Pyramid Environmental Collection Date: 3/512015 1:15 PM
COD EPA 410.4 63.0 mg/L 5 JB 3/10/2015
Tatal Suspended Solids (TSS) SM 2540•D-1997 47.7 mg/L 5 YJ 3/1212015
Fec Coll-MF SM 9222 D-1997 94.0 0011100 ml 1 KH 315/2015 1600
NA = not analyzed
P.O Box 473 106 Short Street Karners0e, North Car lino 27284 3364902MI Fax 33849SMn www.rendaWmcom Page 1 of 49
rai coa_b8sic v1b

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ATTACHMENT D

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted March 30, 2015
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
Energizer Landfill
FACILITY NAME r _ g
COUNTY. Randolph
PERSON COLLECTING SAMPLES Brett Higgins
LABORATORY R&A Laboratories Lab Cert. # 34�
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2015
SAMPLE PERIOD ® Jan -June ❑ July -Dec
or ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW []Trout ❑PNA
[]Zero -flow ❑Water Supply []SA
]Other Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
No discharge this period??
Outfatl No.
Date Sample
Collected)
Imo/ d/yrCollected'
24-hour rainfall
amount,
Inches;
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks =>
_
-
120 mg/L
10W count per 100 ml.
100 mg/L or 50 mg/L
Weir A
03 5 2015
0.58
63.0
94
47.7
Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
2 For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
° See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, 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 mp./L", where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX'.
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/i/2o12-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > SS gal of new oil per month.
❑ No discharge this period?'
Outfall No.
Date Sample
Collected
(mo/dd/yr
24-hour rainfall
amount,
Inches'
Non -polar O&G/TPH by
EPA 1664 (SGT-HIM)
Total Suspended Solids
pH
8enchmarb =_>
_
-
15 mg/L
100 mg/L or 50 mg/L
6.0 - 9.0 SU
Footnotes from Part A also apply to this Part B
Note: if you report a sample value In excess of the benchmark, you must Implement tier 1, Tler 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PARTS 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 11 SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES [-]NOrM
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
VL1ail art orialnal and one copy of this DMR. lncludina all "No Discharae" reports, within 30 days of receiot of the lab results (or at end of monitorina period
. in the case of 'No Discharae" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU. MUSTSIGN 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 property 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 t ere are significant pen a es for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature 6f Permittee)
Permit Date:11/1/2012-10/31/2017
(Date)
SWU-248, last revised 10/25/2012
Page 2 of 2

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted March 30, 2015
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill
COUNTY Randoliph
PERSON COLLECTING SAMPLES Brett Higgins
LABORATORY R&A Laboratories Lab Cert. ## 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2015
SAMPLE PERIOD ® Jan -June ❑ July -Dec
or ❑ monthly' month
DISCHARGING TO CLASS ❑ORW ❑HQW []Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
QOther Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
No discharge this period?z
Outfall No.
Date Sample
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches'
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L4
Weir A
03/5/2015
0.58
63.0
94
47.7
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.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format, "<XX mg/L" where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
�i
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
n No dischorae this oeriod?z
Outfall No.
Date Sample
Collected"
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/L4
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
' FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART 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 DMR, includina all "No Discharae" reports. within 30 days of receipt of the lab results for at end of monitorinq period
in the case of "No Discharge" re orts to:
3
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. I
am aware that t ere are significant pena 'es for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature 6f Permittee)
Permit Date:11/1/2012-10/31/2017
i
i
I
(Date)
SWU-248, last revised 10/25/2012
Page 2 of 2

100
Energizer
April 12, 2015
Mr. Bradley Bennett
NCDEHNR
Division of Environmental Management
1617 Mail Service Center
Raleigh, NC 27699
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
, /,� d 6 a (�.
APR 2 8 2015
CENTRAL FILES
DWR SECTION
Attached is the Stormwater Discharge Outfall Monitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No. NCG
120000 for the month of March, 2015.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfal I A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall #1 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the March 51h sampling event from Weir A reported the COD at 63.0 mg/L and
the TSS at 47.7 mg/L, therefore, the March 5, 2015 sampling event concluded all paramaters
were below the benchmark concentrations per general permit NCG1200000. The sampling event
reported a Fecal Coliform value of 94.0 col/ LOOmL, however, the landfill was relieved of the
compliance requirement for this benchmark because the landfill contains a single waste stream,
alkaline batteries, which can not contribute to this benchmark. If you have any questions, please
call Scott Boyle, the Environmental Coordinator for Energizer's Asheboro facilities, at 336/672-
4546.
Very truly yours,
0��t )e6C44,�'
Kristina Ranieri
Plant Manager

Emergizei
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files — Division of Water Quality, Raleigh
Steve Tedder — Water Quality Regional Supervisor
Michael Mickey— Water Quality Regional Environmental Specialist
Hugh Jernigan — Solid Waste Section
Jeff Gipson — Westlake Environmental Affairs

i
PYIVLAM I a
ENVIRONMENTAL & ENGINEERING, P.C.
March 30, 2015
Mr. Scott Boyle
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — March 2015
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2015-021
Energizer CMO 44500707627
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). A map showing the location of the outfall
is included in Attachment A.
Corrective Action Plan and Re -Grading of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater runoff that leaves the property. As a result of the corrective actions, the
two previously used outfalls were eliminated and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall #02 was moved and installed on the down
gradient side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on March
5, 2015 by Brett S. Higgins of Pyramid. The qualitative monitoring report was completed for
Weir A by Pyramid and is included in Attachment B. The qualitative monitoring report describes
the visual appearance of the stormwater run-off at the time of the sampling event. No unusual
conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone (336}335-3174 • Fax [phone] •Toll Free [phone]
- Email: Info a vTamidenvironmental.com - - — -
www. Rvram idenvironmcntal.com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentrations of COD, fecal coliform and
TSS at Weir A do not exceed the benchmark values specified in General Permit NCG 120000.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the March 2015 sampling event
is included in Attachment C.
Based on the results of the March 2015 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG 120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between July l and December 31, 2015.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Qk. - - 1�1
V11-
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site —Semi-Annual Stormivater Sampling 313012015
Pyramid Project 9 2015-021 2

ATTACHMENT A

USGS TOPOGRAPHIC MAP
SITE. COUNTY LAND RD. LOCATION: ASHEBORO, NORTH �Ll
l i .r l
.! -
,I
Y
_
j SITE t .,
4 /i
LOCATION
�f
i
�•nr
-
� t. r♦
t
USGS IDENTIFICATION SCALES
USGS 7.6 ASHEBORO/RANDLEMAN, NC 1/2 0 1
MINUTE MAP
ORIGINAL DATE: 1970/1970 MILES:
PHOTOREVISION I g8 t /148 s
DATE. low 2000 4000 si000
FEET:
PRIMARY HOMAY, HARD SURFACE 1- a 2000•
SECONDARY HIGHWAY, HARD SURFACE NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
L01T—DUTY ROAD HARD OR
IMPROMED SURFACE COUNTY MAP Of:
►+ NORTH CAROLINA
— — —
UNIMPROVED ROAD
STATE ROAD
U.S. ` RANDOLPH
COUNTY:
INTERSTATE ROUTE APPROXIMATE SITE LOCATION
— ,
ENERGIZER BATTERY I°""'" KAM
, •-s000' .. BSH
NOTES
,ter w. ,m . "
ENERGIZER LANDFILL ®
*V^W ° "-ppla � ~�
��
PYRAMID
I' ASHEDORO NORTH
ENVIRONMENTAL & ENGINEERING, P.c.17TOPOGRAPHIC
MAP USGSTOPO

Gojgl(! earth feet 600
meters 100

ATTACHMENT B

EWA
AN
IKUM
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit. https//portal,acdenr.org/vich/wg/ws.1su/npdessw#tab-
Permit No.: 0/_/ or Certificate of Coverage No.:
Facility Name: Energizer andfill at Randolph County Landfill
County: Randolp Phone No. 336-6724556
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches); �$
Was this a "Representative Storm Event" or "Measureable 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" (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 approval from the local DWQ Regional Office.
By this{sign�uT certify t at�this report is accurate and complete to the best of my knowledge:
.-% 1 t11
(Signature of Permittee or
Page 1 of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Welr A Structure (pipe, ditch, etc.) V-not h Weir
Receiving Stream: Intermittent stream to DeeR River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the
(light, medium, dark) as descriptors: —
ingbasic colors (red, brown, blue, etc.) and tint
3. Odor: Describe any distinct odors that the ischarge may
weak chlorine odor, etc.): Q t IN tC�S
(i.e., smells strongly of oil,
0'r
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy: C3)
1 2 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:
0 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:
1 2 C3 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. is there an oil sheen in the stormwater discharge? Yes N
9. Is there evidence of erosion or deposition at the outfall? Yes
10. Other Obvious Indicators of stormwater Pollution:
List and describe No other obvious indicators of pollution
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
5WU-242, Last madifled 10/25/2012

ATTACHMENT C

TABLE 1
Stormwater Analytical Results for Weir A
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date
Laboratory Results
Benchmark
Concentration per
General Permit
NCG 120000
Arithmetic
Mean
Weir A
Chemical Oxygen
Demand (COD)
mglL
11/29111
31.0
120
61.9
12107f11
202.0
01/11/12
24.0
04126f 12
47.0
09/18/12
37.0
10/15112
NA
01/14113
27.0
02/19/13
NA
10/07/13
72.0
01110/14
33.0
10/15/14
84.0
03/05/15
63.0
Fecal Coliform
jColonles 1100m1)
coil
100ml
11/29111
NA
1,000
3,246.4
12/07111
NA
01111/12
16
04126/12
NA
09118/12
>12,000
10115112
NA
01/14113
6,000
02/19113
NA
10/07/13
4,000
01110/14
216.0
10/15114
6,000.0
03/05115
94.0
Total Suspended
Solids ITS$)
mg1L
11/29/11
598.0
100
244.1
12107/11
690.0
01111112
189.0
04126112
724.0
09118/12
266.0
10/15/12
30.4
01/14113
62.0
02119/13
18.0
10107/13
18.0
01/10/14
53.0
10/16/14
37.0
03105/15
47.7
mg1L = Milligrams per liter NS = Not Sampled NA = Not Analyzed for this parameter
ND = Not detected at or above the adjusted reporting limit
.'Page 1.of.1.

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER ..:
:.
UNITS
Date
.a
Laboratory.Results4
QutfaII #,o 1
TArithmetic'
Me �
�.,= mean
,Outfall'#1
:'
tfal # 02:
Ou I
''Arithmetic
tr Me;'
an
Outiell`#2
Benchmark-
Conceritratioris
(General Permit
NCG120000j,
Chemical Oxygen
Demand (COD)
mg1L
09/24197
96.0
222.6
NS
656.3
120
12/16/98
43.0
NS
12/21/99
74.0
NS
03/15/01
48.0
1,380.0
10/11/02
27.0
40.5
12/10103
304.0
384.0
08/12104
373.0
268.0
11/21/05
71.0
515.0
09/13/06
140.0
170.0
05/28/08
190.0
430.0
10/09/08
82.0
847.0
06/05109
218.0
230.0
10/14/09
257.0
635.0
12/02/09
440.0
280.0
01/21/10
340.0
1,320.0
02/09/10
451.0
2,240.0
05/17110
463.0
1,210.0
07/27/10
300.0
1,420.0
08/19/10
230.0
1,300.0
01/26/11
63.0
130.0
02/28/11
115.0
1,200.0
03/30/11
57.0
215.0
04/26/11
NA
277.0
07/25/11
NA
133.0
09121/11
737
135.0
10/11111
NA
336.0

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
4
PARAMETER
UNITS.:.
Date: '
L`aboratory,Res ults
Ou_ Hall # 01
'Arithmetic
r Mean
�Outfall #1 `
Outfall # 02
ArithFnetic
Mean
O6tfal1 #2
Benchmark.
Concentrations
{General Permit
NCG120000)
FacaI'Coliforim
(Colonies 1 100ml)
Coll
100m1
09/24/97
6,000
3,728.8
NS
22.7
1,000
12/16/98
12,000
NS
12/21/99
< 1.0
NS
03/15/01
2,200
< 1.0
10/11/02
2,800
60.0
12/10103
300
<1.0
08112104
>12,000
<1.0
11121105
>12,000
0.0
09/13/06
>17,000
<2.0
05128/08
6,400
<2.0
10/09/08
1,080
<4
06105/09
80
4.0
10/14109
4,800.0
<4
12/02/09
NA
NA
01/21/10
4.0
NA
02109/10
<4
NA
05/17110
9,000.0
<1
07/27/10
NA
NA
08/19/10
NA
NA
01/26/11
82.0
<20
02/28/11
NA
NA
03/03/11
NA
NA
04/26/11
NA
NA
07/25/11
NA
NA
09/21111
>16,000.
4.0
10/11/11
NA
NA
-- -- - - — = 2

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
;PARAMETER
` '•.
UNITs".
Date
;Laboratory Results:;
Outfall #r01
irArithmetic
Mean
Outfall #1
` Outfall # 02`
1-
4"Arithmetic
Mean
`.-O�utfall"#2
Benchmark.
Concentrations
";{GeneraLPermiY
'NCG120000)
Totai Suspended
Solids (TSS)
Ry
mg1L
09/24/97
324.0
484.8
NS
1,516.4
100
12/16/98
117.0
NS
12121/99
63.0
NS
03/15/01
26.8
56.0
10/11102
258.0
1,270.0
12110/03
780.0
315.0
08/12/04
126.0
920.0
11/21/06
114.0
76.0
09/13/06
150.0
180.0
05/28/08
77.0
120.0
10109/08
22.7
580.0
06105/09
357.0
335.0
10/14109
72.0
44.5
12/02/09
97.0
96.0
01121/10
NA
271.0
02/09110
NA
432.0
05/21110
290.0
1,100.0
07/27/10
NA
3,580.0
08/19/10
NA
210.0
01/26111
510.0
550.0
02/28/11
3,640.0
3,670.0
03/30/11
382.0
415.0
04126/11
677.0
289.0
07/25111
392.0
1,510.0
09/21/11
1,000
18,800.0
10/11/11
1,190
58.7
rvore: arormwarer sampres were nor successruNy couecrea in Zuui
mg/L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter
-- - - - - _ 3--

RESEARCH & ANAtyTICAt
LAbORATORIESF INC.
For: Pyramid Environmental
700 N: Eugene Street
Greensboro, NC 27401
Report of Analysis
3/18/2015
NC N34
Iw = NC 037701
Attn: Brett Higginsis
,
Client Sample ID: Energizer Landfill Weir A Lab Sample ID: 1554-01
Site: Pyramid Environmental Collection Date: 3/5/2015 1:15 PM
COD EPA 410.4 63.0 mg/L 5 JI3 3/10/2015
Total Suspended Solids (rSS) SM 2540 D-1997 47.7 mg/L 5 YJ 3/12/2015
Fec Coli-MF SM 9222 0-1997 94.0 col/100 ml 1 KH 3/5/2015 1600
NA = not anoWed
P.O. Box 473 106 Short Street Kernereville, North Carolina 27284 336-SW2841 Fax [phone] www.randalabs.com, Page 1 of 49 .
rat ova basic v1b

4.00
mommommom
mommommom

ATTACHMENT D

rllelffftr
November 12, 2014
Mr. Bradley Bennett
NCDEHNR
Division of Environmental Management
1617 Mail Service Center
Raleigh, NC 27699
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
Attached is the Stormwater Discharge Outfall Monitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No. NCG
120000 for the month of October, 2014.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment B. Laboratory
results are presented in Table 1, Attachment C. Table 2, in Attachment C, shows the historical
laboratory results for Outfall # 1 and #2. The completed Semi -Annual Stormwater Discharge
Monitoring Report is included as Attachment D.
The analysis of the October 15th sampling event from Weir A reported the COD at 84.0 mg/L
and the TSS at 37.00 mg/L, therefore, the October 10, 2014 sampling event concluded all
paramaters were below the benchmark concentrations per general permit NCG 1200000. The
sampling event reported a Fecal Coliform value of 6000.0 col/100mL, however, the landfill was
relieved of the compliance requirement for this benchmark because the landfill contains a single
waste stream, alkaline batteries, which can not contribute to this benchmark. If you have any
questions, please call Scott Boyle, the Environmental Coordinator for Energizer's Asheboro
facilities, at 336/672-4546.
Very truly yours,
Joshua Showers
Assistant Plant Manager
RECEIVED
NOV 21 2014
DENR-LAN3 QUALITY
STORMWATER PEPM!TTlNG

A
Energizer.
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C.27203
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files — Division of Water Quality, Raleigh
Steve Tedder — Water Quality Regional Supervisor
Michael Mickey — Water Quality Regional Environmental Specialist
Hugh Jernigan — Solid Waste Section
Jeff Gipson — Westlake Environmental Affairs

PYRAMND
ENVIRONMENTAL & ENGINEERING, P.C.
October 29, 2014
Mr. Scott Boyle
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — October 2014
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project f# 2014-184
Energizer CMO ##4500707627
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The location of the site is shown on the
site location map included in Attachment A. The Energizer Landfill is located within the
Randolph County solid waste landfill and includes one outfall (Weir A). A map showing the
location of the outfall is included in Attachment A.
Corrective Action Plan and Re-Gradine of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective action was to improve the quality
of the stormwater runoff that leaves the property. As a result of the corrective actions, the two
previously used outfalls were eliminated and a new outfall was created (Weir A). The v-notch
weir that was previously located at outfall #02 was moved and installed on the down gradient
side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on
October 15, 2014 by Hubert McAvinney of Pyramid. The qualitative monitoring report was
completed for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring
report describes the visual appearance of the stormwater run-off at the time of the sampling
event. No unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free (866)54$-9507
Email: InfQnvramidenvironmental. m
www.pyh idenvirwmental.com

V
The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentration of TSS and COD at Weir A do
not exceed the benchmark values specified in General Permit NCG120000. The detected
concentration of fecal coliform at Weir A (6,000 colonies / 100 mis) exceeds the benchmark
value of 1,000 colonies / 100 mis specified in the general permit. Energizer has received an
exemption from DENR for monthly sampling of fecal coliform. Regardless of the results, the
fecal coliform analysis is only required as part of the normal semi-annual sampling events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the October 2014 sampling event
is included in Attachment C.
Based on the results of the October 2014 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG 120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between January l and June 30, 20I5.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site -Semi-Annual Stormwater Sampling 10129114
Pyramid Project # 2014-184 2

ATTACHMENT A

SITE
LOCATION
USGS IDENTIFICATION - SCALFS
USOS 7.5 ASHEBORO/RANDLEMAN, NC
MINUTE YAP
ORIGINAL DATE: 1970/1970
PHOTOREVISION 1981 / 19B 1
DATE:
PIN"" H16NRYIY, HARD SURFACE
1/2 0 1
MMES:
1000 0 2000 4000 6000
I• y 2000'
SECONDARY HIGHWAY, HARD SURFACE NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
LIGHT -DUTY ROAD WARD OR
IYPROVO SURFACE MWAM COUNTY MAP OF:
tmwm NORTH CAROLINA
- - -- UNIMPROVED ROAD
O STATE ROV
U.& ROUTE EHI COUNTY: RANDOLPH
NTERSTATE ROUTE APPROXIMATE SITE LOCATION
PYRAMID
ENERGIZER BATTERY
ENERGIZER LANDFILL
ASNEIX10R0 �- NDRTTI
am
1'm2ow °""'M
®•
NA "/29/aa --_
NOTES
„�... �.�.
N
ENVIRONMENTAL & ENGINEERING, P.C.
7TOPOGRAPHIC MAP
usasroPo 1

w-
4."
Cell
It ear yg,
mmm Retention on
7'
TtiQ"
v VJk
A
1• earth
III Energizer Landfill - 5tormwater Weir A
fate of Aerial

ATTACHMENT B

AWMA.
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out thisform, please visit: 1,ttp:1f12ortal.ncdgnr.org/_veb/wg/ws su/np g5sw#tab-4
Permit No.: or Certificate of Coverage ND.:
Facility Name: Energizer Landfill at Randolph County Landfill
County: Randolph . i I I _!Phone No. 336-672-4556
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches): L'_ nt)--
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
P/Yes ❑ 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" ar 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 approval from the local DWQ Regional Office.
By this signature, I//certify that this report i accurate and complete to the best of my knowledge:
'I- �I j/ /.�&bi f'"/ r _ � �,� it �l' �,►
(Signature of Permittee or Designee)
Page 1 of 2
sWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.)
Receiving Stream; Intermittent stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the
(light, medium, dark) as descriptors: _
basic cplors (red, brown, blue, etc.) and tint
3. Odor: Describe any distinct Qdtors that thle discharge ma
_k have (i.e., smells strongly of oil,
weak chlorine odor, etc.):
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 51s very cloudy:
1 2 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:
1 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:
1 C2) 3 4 5
7. Is there any foam in the stormwater discharge? Yes o
8. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes
10. Other Obvious indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
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 10/25/2012

ATTACHMENT C

TABLE 1
Stormwater Analytical Results for Weir A
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date .
Laboratory Results
Benchmark
Concentration per
General Permit
NCG120000
Arithmetic
Mean
Weir A
Chemical Oxygen
Demand (COD)
mg1L
11/29/11
31.0
120
61.9
12107/11
202.0
01/11/12
24.0
04/26/12
47.0
09118112
37.0
10115H 2
NA
01114/13
27.0
02/19/13
NA
10/07113
72.0
01110/14
33.0
10/15/14
84.0
Fecal Colitorm
(Colonies 1100ml)
toll
100ml
11/29111
NA
1,000
3,246.4
12107/11
NA
01/11/12
16
04/26112
NA
09118N2
a12,000
10/15/12
NA
01/14/13
6,000
02/19/13
NA
10107113
4',000
01110/14
216.0
10/15/14
6,000.0
Total Suspended
Solids (TSS)
mg1L
11129111
598.0
100
244.1
12/07/11
690.0
01111/12
189.0
04/26/12
724.0
09118112
266.0
10/15112
30.4
01/14/13
62.0
02119/13
18.0
10/07113
18.0
01/10/14
53.0
10/15114
37.0
mg1L = Milligrams per liter N5 = Not Sampled NA = Not Analyzed for this parameter
NA = Not detected at or above the adjusted reporting limit
Page 1 of 1

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011
Energizer Battery Manufacturing, Inc.
Landfill Site -Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Chemical Oxygen
Demand (COD)
mg1L
09/24197
96.0
222.6
NS
656.3
120
12/16/98
43.0
NS
12121199
74.0
NS
03115/01
48.0
1,380.0
10/11/02
27.0
40.5
12110/03
304.0
384.0
08112f04
373.0
268.0
11/21105
71.0
515.0
09113/06
140.0
170.0
05/28/08
190.0
430.0
10/09/08
82.0
847.0
06105/09
218.0
230.0
10114/09
257.0
635.0
12/02/09
440.0
280.0
01121/10
340.0
1,320.0
02/09110
451.0
2,240.0
05/17110
463.0
1,210.0
07/27/10
300.D
1,420.0
D8119110
230.0
1,300.0
01/26111
63.0
130.0
02/28/11
115.0
1,200.0
03/30/11
57.0
215.0
04/26/11
NA
277.0
07125/11
NA
133.0
09/21/11
737
135.0
10/11111
NA
336.0

TABLE 2
Stormwater Analytical Results (Sept 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory'Results
Outfall # 01
Arithmetic
Mean
Outfall #1
OutfalI # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Fecal Coliform
(Colonies 1100ml)
-
Coll
100ml
09124/97
6,000
3,728.8
NS
22.7
1,000
12116198
12,000
NS
12121/99
< 1.0
NS
03115/01
2,200
< 1.0
10/11/02
2,800
60.0
12/10/03
300
<1.0
08112/04
>12,000
<1.0
11/21/05
>12,000
<1.0
09113/06
>17,000
<2.0
05128108
6,400
<2.0
10109/08
1,080
<4
06105109
80
4.0
10114109
4,800.0
<4
12/02/09
NA
NA
01/21110
4.0
NA
02/09/10
<4
NA
05117110
9,000.0
<1
07/27/10
NA
NA
08/19/10
NA
NA
01/26/11
82.0
<20
02128/11
NA
NA
03/03/11
NA
NA
04126/11
NA
NA
07125/11
NA
NA
09/21/11
>16,000
4.0
10111111
NA
NA

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
outfalt #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Total Suspended
Solids JSS)
mg1L
09124/97
324.0
484.8
NS
1,516.4
100
12M6198
117.0
NS
12/21/99
63.0
NS
03/15/01
26.8
56.0
10/11/02
258.0
1,270.0
12/10103
780.0
315.0
08/12/04
126.0
920.0
11/21/05
114.0
76.0
09113/06
150.0
180.0
05/28108
77.0
120.0
10/09/08
22.7
680.0
08105/09
357.0
335.0
10/14/09
72.0
44.5
12/02/09
97.0
96.0
01121/10
NA
271.0
02109/10
NA
432.0
05121/10
290.0
1,100.0
07127/10
NA
3,580.0
08/19/10
NA
210.0
01126/11
510.0
550.0
02/28111
3,640.0
3,670.0
03130111
382.0
415.0
04126/11
677.0
289.0
07/25/11
392.0
1,510.0
09/21111
1,000
18,800.0
10/11111
1,190
58.7
NOW stormwater samples were not successrWly collected in Zoo?
mg1L - Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARCh & ANAtyTiCA[
LABORATORIES, INC.
Analytical/Process Consultations
October 23, 2014
Pyramid Environmental
503 Industrial Avenue
Greensboro, NC 27406
Attention: Brett Higgins
Chemical Analysis for Selected Parameters and Water Samples Idendfied as Energizer Landfill
(A Pyramid Errvlraamenlal Project #2014--184, collected IS October 2014)
L Miseellaneaus
Date
PPramet�ra
Units
Weir
Analyzed
Anat
Total Suspended Solids (TSS)
mg/L
37.0
10/17/14
1B
COD -High
mg/L
84
10/20/14
!B
Fecal Coliform
MPN/100 mis
61000
10/15/14
SM
RAL Sample Number
797226
Collection Date
I0/15/14
Collection Time
1030
mg/L a milligrams per Liter o parts per million (ppm) Std. Units a Standard Units

RESEARCh & ANA1yTiCA[
LABORATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
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ATTACHMENT D

Semi-annual Stormwater Discharge Monitorin Report
for North Carolina Division of Water Quality General Permit No. NCG12000O
Datesubmitted October 29, 2014
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landfill
COUNTY Randolph
PERSON COLLECTING SAMPLES Hubert McAvinney
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2014
SAMPLE PERIOD ❑ Jan -June X❑ July -Dec
or ❑ Monthly) (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
Mother Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
No discharge this period?'
Outfall No
Date Sample
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks =_>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L
Weir A
10/15/14
0.72
84.0
6,000
37.0
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.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
`See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example 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. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?Z
Outfall No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks =__>
_
-
15 mg/L
100 mg/L or 50 mg/0
6.0 - 9.0 SU
Footnotes from Part A also apply to this Part B
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mall an orlginal and one copy o this DMR, including all "No Discharge" reports,. within 30 days o receint of the lab results (or ct end of monitorina Period
in the case of "No Discharge" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATIONREPORTED:
"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 fines and imprisonment for knowing violations."
(Signature of
Permit Date: 11/1/2012-10/31/2017
11 �
(Date)
SWU-248, last revised 10/2S/2012
Page 2 of 2

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
Permit Nujnber:NCS A/C& j-216666 or
Certificate of Coverage Number: NC 77;
FACILITY NAME _" " _&U Wa4k
PERSON COLLECTING SAMPL S)i
CERTIFIED LABORATORY(s) Lau- zf/;ca -Z—Lab
—Lob
Part A: Specific Monitoring Requirements
I
SAMPLES COLLECTED DURING CALENDAR YEAR: 2
(This moultoring report shall be received by the Division no 4,ate thaon3j0lays from
the date the facility receives the sampling results from the laboratory.)
COUNTY h-
PHONE NO. 261,7
.e
(SIGNATURE OF PERMIT` TE OR DESIGNEE)
By this signature, I certify that this report is accurate
complete to the best of my knowledge.
Outfa
pe
Colled�d
005W....
Total
0
lar
7V
Z'
t�
In
JUN
MAC r ELI
A
OW GOG_
Do6s this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month7 yes 0
(if yes, coinp We Part B)
Part B: Vehicle Maintenance Activity Monitoring Regulrements
Outfau..:
No,
D'W
Sam-
p
Collected"
.00530
110400
7
(ifa p-'i'll c A b I ei);
-Total Riftirill-41f
y
pol
S
011'
.1uldt$ ?
gd 0
florin SWU-246-062310
. . Page 1 of 2

STORM EVENT CHARACTERISTICS:
Date �.� f + D
Total Event recipitation (inches):
Event Duration (Hours): (only if applicable — see permit.)
(if more than one storm event was sampled)
Date
Total Event Precipitation (inches):
Event Duration (hours): (only if applicable — see permit.)
Mail sigma] and one copy to:
Divi$, n of W ater Quality
Attu: qentral Files
1617 aii Service Center
Raleig , North Carolina 27699-1617
"I certify; under penalty of law, that this document and all attachments were prepared under my direction Jr supervision in accordance with a
system designed to assure that qualtFied personnel properly gather and evaluate the Information submitted. Based on my inquiry or 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 fc r submitting false information,
including the passibility of fines and imprisonment for knowing violations."
of Permittee)
1
Form SWU-246-962310
Page 2of2

Energizer flattery Manulactnring, Inc.
d t9 Art (lrya n Uwe
Asheboro, N.C.27203
January 27, 2014
Mr. Bradley Bennelt
NCDEI-1NR
Division of Environmental klanagement
1617 Mail Service Center
Raleigh, NC 27699
Subject: Stormwater Discharge Outfall Monitoring Report
Dcar Mr. Bennett:
Attached is the Stormwater Discharge Outfltll Monitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No. NCO
120000 for the month of January, 2014.
pyramid Environmental [tic. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment R. Laboratory
results are presented in Table 1, Attachment C. Table 2, in Attachment C, shows the historical
laboratory results for Outfali ## I and 112. The completed Senii-Alumal Stormwater Discharge
Monitoring Report is included as Attachment D.
The analysis of the January 10"' sampling event from Weir A reported the COD at 33.0 mg/L,
TSS at 53.00 mg/L, and the Fecal Coliforni at 216.0 col/l00mL. Therefore, the January 10"',
2014 sampling event concluded all paramaters were below the benchmark concentrations per
general permit NCG1200000. if you have any questions, please call Scott Boyle, the
Environmental Coordinator for Energizer's Asheboro facilities, at 336/672-4546.
Very truly yours,
John Hall
Director, N.A. Alkaline Manulacturiitg

I�
Energizer Battery Manufacturing, Inc.
419 Art Ilryan chive
Asheboro, N.C.27203
cc: Paxton Arthurs — Randolph Cou11ty Public Works Director
Central Files — Division of Water Quality, Raleigh
Steve Tedder — Water Quality Regional Supervisor
Michael Mickey — Water Quality Regional Environmental Specialist
Hugh Jernigan— Solid Waste Section
Jeff Gipson — Westlake Environmental Aftairs

F~
i
PVRAMIa
ENVIRONMENTAL & ENGINEERING, P.C.
January 23, 2014
Mr. Scott Boyle
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — Jan. 2014
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2014-005
Energizer CMO #4500707627
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The location of the site is shown on the
site location map included in Attachment A. The Energizer Landfill is located within the
Randolph County solid waste landfill and includes one outfall (Weir A). A map showing the
location of the outfall is included in Attachment A.
Corrective Action Plan and Re -Grading of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective action was to improve the quality
of the stormwater runoff that leaves the property. As a result of the corrective actions, the two
previously used outfalls were eliminated and a new outfall was created (Weir A). The v-notch
weir that was previously located at outfall #02 was moved and installed on the down gradient
side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis -
The stormwater samples were successfully collected during a representative rain event on
January 10, 2014 by Brett Higgins of Pyramid. The qualitative monitoring report was completed
for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring report
describes the visual appearance of the stormwater run-off at the time of the sampling event. No
unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] - Fax [phone] - Toll Frec [phone]
Email: Info rQgvramidcnvironmc in al.com
WWW.DVramidcnvironmental.com_

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentration of COD, fecal coliform and TSS
at Weir A do not exceed the benchmark values specified in General Permit NCG 120000.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C A copy of the laboratory report for the January 2014 sampling event
is included in Attachment C.
Based on the results of the January 2014 semi-annual stormwater ,sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG 120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on the first page of the form.
The next semi-annual sampling event will be performed between July 1 and December 31, 2014.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
1
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site —Semi-Annual Slormwater Sampling 10128113
Pyramid Project # 2013-240 2

ATTACHMENT A

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SITE
LOCATION
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USGS IDENTIFICATION SCALES
USGS 7.3
MINUTE MAPASHEDDRO/RANOLEUAN,
ORIGINAL DATE:
PHOTOREViSION
uw_
NC
1970/1970
1981 / 1981
PRIMARY HIGHWAY• HARD SURFACE
SECONDARY HIGHWAY, HARD SURFACE
40TES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
_
ENERGIZER BATTERY
ENERGIZER LANDFILL
"'"
esH
NOTES
K
PYRAMID
ASHEBORO II.e NORTH CAROLINA
11/29/03
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ENVIRONMENTAL & ENGINEERING, P.C.
TOPOGRAPHIC MAP
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ATTACHMENT B

ircb-E—WR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidanceonfallingout thisform,please visit: http,;.IJportal.n,gdenr.oreJweblw wsjsu/npdessw#tab-I
Permit No.: �/�/G/_/�/0 /� 0/ 0/ or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County Landfill
County; _ Randolph - 1 -.1 _ Phone No. 336-672-4556
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):_
Was this a "Representative Storm Event" or "Measureable 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" (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 approval from the local DWQ Regional Office.
By tqs�na�Ae, Ipertil� Okat this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Des
Pagel of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.) _ V-notchyyeir
Receiving Stream: Intermittent stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the'dphjrgV using a c color (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:Y1
3. Odor: Describe any distinct
weak chlorine odor, etc.):
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 G 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-
0 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.-
1 3 4 5
7. is there any foam in the stormwater discharge? Yes to
8. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes jfYo/
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
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 10/25/2012

ATTACHMENT C

TABLE 1
Stormwater Analytical Results for Weir A
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date
Laboratory -Res u Its
Benchmark
Concentration per
General Permit
NCG120000
Arithmetic
Mean
Weir A
Chemical Oxygen
Demand (COD)
mg1L
11/29111
31.0
120
59.1
12107/11
.202.0
01/11112
24.0
04/26/12
47.0
09/18/12
37.0
10115/12
NA
01/141/3
27.0
02/19/13
NA
10107/13
72.0
01/10/14
33.0
Fecal Coliform
(Colonies 1100ml)
cal/
100ml
11/29/11
NA
1,000
2,558.0
12/07/11
NA
01111112
16
04/26/12
NA
09/18/12
>12,000
10/15/12
NA
01/14/13
6,000
02/19/13
NA
10/07113
4,000
01YI0114
216.0
Total Suspended
Solids (TSS)
mg1L
11/29/11
598.0
100
264.8
12/07/11
690.0
01/11/12
189.0
04/26/12
724.0.
09/18/12
266.0
10/15112
30.4
01/14/13
62.0
02/19/13
18.0
10/071/3
18.0
01/10/14
53.0
mg/L = Milligrams per liter NS = Not Sampled NA = Not Analyzed for this parameter
ND = Not detected at or above the adjusted reporting limit

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
U Chemical Oxygen
Demand (COD)
mg/L
09/24197
96.0
222.6
NS
656.3
120
12116/98
43.0
NS
12/21/99
74.0
NS
03/15/01
48.0
1,380.0
10111/02
27.0
40.5
12/10/03
304.0
384.0
08112/04
373.0
268.0
11/21/05
71.0
515.0
09/13/06
140.0
170.0
05/28/08
190.0
430.0
10109/08
82.0
847.0
06/05/09
218.0
230.0
10/14/09
257.0
635.0
12/02/09
440.0
280.0
01/21/10
340.0
1,320.0
02/09/10
451.0
2,240.0
05/17110
463.0
1,210.0
07/27/10
300.0
1,420.0
08/19/10
230.0
1,300.0
01/26/11
63.0
130.0
02/28/11
115.0
1,200.0
03/30/11
57.0
215.0
04126/11
NA
277.0
07/25/11
NA
133.0
09/21/11
737
135.0
10/11/11
NA
336.0

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results_
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Feca1Coliform
(Colonies1;100ml)
Coll
100mi
09/24/97
6,000
3,728.8
NS
22.7
1,000
12/16198
12,000
NS
12/21/99
< 1.0
NS
03/15/01
2,200
< 1.0
10/11/02
2,800
60.0
12/10/03
300
<1.0
08/12/04
>12,000
<1.0
11121/05
>12,000
<1.0
09113/06
>17,000
<2,0
05/28/08
6,400
<2.0
10/09/08
1,080
<4
06/05/09
BO
4.0
10/14/09
4,800.0
<4
12/02/09
NA
NA
01/21/10
4.0
NA
02/09/10
<4
NA
05/17/10
9,000.0
<1
07/27/10
NA
NA
08/19110
NA
NA
01126/11
82.0
<20
02/28/11
NA
NA
03/03/11
NA
NA
04/26/11
NA
NA
07/25/11
NA
NA
09/21/11
>16,000
4.0
10/11/11
NA
NA

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Total -Suspended
Solids (TSS)
mglL
09124/97
324.0
484.8
NS
1,516.4
100
12 16198
117.0
NS
12/21/99
63.0
NS
03115/01
26.8
56.0
10/11/02
258.0
1,270.0
12/10/03
780.0
315.0
08/12/04
126.0
920.0
11/21 /05
114.0
76.0
09/13/06
150.0
180.0
05/28/08
77.0
120.0
10/09/08
22.7
580.0
06/05/09
357.0
335.0
10/14/09
72.0
44.5
12/02/09
97.0
96.0
01/21/10
NA
271.0
02/09/10
NA
432.0
05/21/10
290.0
1,100.0
07/27110
NA
3,580.0
08/19110
NA
210.0
01 /26/11
510.0
550.0
02/28111
3,640.0
3,670.0
03/30/11
382.0
415.0
04/26/11
677.0
289.0
07/25/11
392.0
1,510.0
09/21/11
1,000
18,800.0
10/11/11
1,190
58.7
Note: Stormwater samples were not successfully collected in 2007
mg1L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARCh & ANALYTICAL
LABORATORIES, INC.
Analytical/Process Consultations
January 23, 2014
Pyramid Environmental
503 Industrial Avenue
Greensboro, NC 27406
Attention: Brett Higgins
Chemical Analysis for Selected Parameters and Water Samples Idendjled as Energizer LandJlll
(A Pyramid Environmental Project #2014=OOS, collected 10 January 2014)
1. Miscellaneous
Date
Parameters
units
WeIrA
AnalyzedAnalyst
Total Suspended Solids (TSS)
mg/L
53.0
01/13/14
YJ
COD-Higb
mg/L
33.0
01/21/14
CW
Fecal Coliform
MPN/100 cols
216
01/10/14
ZP
RAL Sample Number
Collection Date
Collection Time
776410
01/10/14
1510
mg/L = milligrams per Liter = parts per million (ppm) Std. Units = Standard Units

RESEARCh & ANAUOIcAl
t, LAbORAI-ORiES, INC.
Analytical f Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER 1 WASTEWATER a MISC.
COMPANY (% — - 1
?OB NO. , p �
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ATTACHMENT D

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted January 23, 2014
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITY NAME Energizer Landf i 11
COUNTY Randolph_
PERSON COLLECTING SAMPLES Brett Higgins
LABORATORY R&A Laboratories Lab Cert. # 34
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2014
SAMPLE PERIOD © Jan -June ❑ July -Dec
or ❑ Monthlyl (month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow ❑Water Supply [—]SA
QOther Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE -)
❑ No discharge this period?z
Outfall No.
Date Sample
Collected"
(mo/ cted
24-hour rainfall
amoun,
t
Inch
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/0
Weir A
01/10/14
1.70
.33.0
216
53.0
1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format. "<XX mg/L", where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?Z
Outfall No.
Date Sample
Collected)
(mo/dd/yr)
24-hour rainfall
amount,
Inches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks
15 mg/L
100 mg/L or 50 mg/!`
6.0 — 9.0 SU
Footnotes from Part A also apply to this Part B
Nate: If you report a sample value in excess of the benchmark, you must implement Tier 1, T"rer 2, or firer 3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
0 A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
0 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
0 TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO
REGIONAL OFFICE CONTACT NAME.
Mail an original and one coav of this DMR. including all "No Discharae" resorts. within 30 days of receipt of the lob results (or at end of monitoring period
in the case of "No Discharae" reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGIV�THIS CERTIFICATl0f1 FOR'AAY INFORMATION REPORTED:
1 certify, under penalty of law,-thdt 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
Sm aware t"at there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
1/29/2014
(Date)
Permit Date: 11/72>312-10 `342017 SWU-248, last revised 10/25/2012
Page 2 or 2

I-0-00t
a
p�
Energizer (Battery Ma nu fa during, Inc.
,,,,yyyy1111rrrrJJJJ
fforlizt�L
419
uiv .
o, N.C.Drive
AiI10t10f0, N.21203
Asheboro,
Jarnuaiy 27, 2014
Mr. Bradley Bennett RECEIVED
NCDEI-TNR °✓
Division of Environmental Management FEB 0 3 2014
1617 Mail Service Centel
Raleigh, NC 27699 CENTRAL FILES
DWQ, BOG
Subject: SMrntwater Discharge Outfall Monitoring Report
Dear Mr, Bennett:
Attached is the Stormwater Discharge Otittall ivlonitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No. NCG
120000 For the month of January, 2014.
Pyramid Environmental Inc. was retaincd to perform the required stormwater sampling. The
location of our site is shown on the snaps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachnicnt It. Laboratory
results are presented in Table I, Attachment C. Table 2, in Attachment C, shows the historical
laboratory results far Outf-ill #1 and #2. The completed Semi-Atvnual Stormwater Discharge
Monitoring Report is included as Attachment D.
The analysis of the January 10"'sampling event from Weir A reported the COD at 33.0 nng/L,
TSS at 53.00 mg/L, and the Fecal Coliform at 216.0 col/ I00mL. Therefore, the January 10"',
2014 sampling event concluded till parainaters were below the benchmark concentrations per
general permit NCG1200000. If you have any questions, please call Scott Hoyle, tine
Environmental Coordinator for Energizer's Asheboro facilities, at 336/672-4546.
Very truly yours,
John Hall
Director, N,A. Alkaline Manufacturing

Energizer 8alteiv Manufacturing, Inc.
419 Ail Bryan Drive
Asheboro, N.C. 27203
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files -- Division of Water Quality, Raleigh
Steve Tedder — Water Quality Regional Supervisor
Michael Mickey — Water Quality Regional Environmental Specialist
Hugh Jernigan — Solid Waste Section
Jeff Gipson — Westlake Environmental Allairs

i
PY IKA M I D
ENVIRONMENTAL & ENGINEERING, P.C.
January 23, 2014
Mr. Scott Boyle
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results — Jan. 2014
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2014-005
Energizer CMO #4500707627
Dear Mr. Boyle:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The location of the site is shown on the
site location map included in Attachment A. The Energizer Landfill is located within the
Randolph County solid waste landfill and includes one outfall (Weir A). A map showing the
location of the outfall is included in AttachmentA.
Corrective Action Plan and Re -Grading of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
runoff from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective action was to improve the quality
of the stormwater runoff that leaves the property. As a result of the corrective actions, the two
previously used outfalls were eliminated and a new outfall was created (Weir A). The v-notch
weir that was previously located at outfall #02 was moved and installed on the down gradient
side of the retention pond in the rip rap energy dissipation zone.
Sample Collection and Laboratory Analysis
The stormwater samples were successfully collected during a representative rain event on
January 10, 2014 by Brett Higgins of Pyramid. The qualitative monitoring report was completed
for Weir. A by Pyramid and is included in Attachment B, The qualitative monitoring report
describes the visual appearance of the stormwater run-off at the time of the sampling event. No
unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal coliform,
total suspended solids (TSS) and chemical oxygen demand (COD).
P.O. Box 16265 - Greensboro, NC 27416
503 Industrial Ave - Greensboro, NC 27406
Phone [phone] = Fax [phone] - Tull Free [phone]
Email:lnf amidenvironmental.com
www.pMmidenvironmental.com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentration of COD, m fecal coliforand TSS
at Weir A do not exceed the benchmark values specified in General Permit NCG 120000.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the January 2014 sampling event
is included in Attachment C.
Based on the results of the January 2014 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG 120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on the first page of the form.
The next semi-annual sampling event will be performed between July l and December 3l, 2014.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site —Semi-annual Stormwater Sampling 10128113
Pyramid Project # 2013-240 2

ATTACHMENT A

%Is
USG,��--TOPGGRAPHIC MAP
SITE: COUNTY LAND RD. LOCATION: ' SHESORO, NORTH CAROLINA
SITE ~�
-LOCATION �
1
K?' .
Mir
r,`
US_GS IDENTIFICATION SCALES
USGS 7.5 ASHEBORO/RANDLEMAN, NC 1/2 0 1
MINUTE YAP
ORIGINAL DATE: 1970/I97O MILES'
PHOTOREVISION 1981 /1981
DATE: 10D0 0 2" 4" 6000
FEET:
PRIMARY HIGHWAY, HARD SURFACE 1' = 2000'
SECONDARY HIGHWAY, HARD SURFACE
NOTES: I* TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
* PHOTOREVISIONS DENOTED IN PURPLE
LIGHT -DUTY ROAD HARD OR
IMPROVED SURFACE
MAGNETIC
NORT i
TY MAP OF-
N U R I H C A R O L I N A
UNIMPROVED ROAD
F� I COUNTr: RAND0LPH
99
APPROXIMATE SITE LOCATION
o
STATE ROAD
[
U.S. ROUTE
INTERSTATE ROUTE
ENERGIZER BATTERY °"�" NOTES
1 "�2QO0' aaa� �+ BSH 1abwW+�C we um eK
r�--L ENERGIZER LANDFILL � +.
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PYRAMID ASHEBORV NORTH CAROLINA
wr
ENVIRONMENTAL $EiVGINEERING,P.C. TOPOGRAPHIC MAP uSGSTOPO

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f� Cell 2
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ATTACHMENT B

KU
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance an filling out this form, please visit: http:l/aortal.ncdenr.orii/web/wg/ws/su/npdessw.#takes-4
Permit No.: or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County LandFll
County: Randolph - 1 aT. Phone No. 336-672-4556
Inspector:
Date of In. -
Time of In
Total Event Precipitation (inches):! I b
Was this a "Representative Storm Event" or "Measureable 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" (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 approval from the local DWQ Regional Office.
By t s s' n e, erti t at this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Des
Pagel of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.) - V-notch Weir
Receiving Stream: Intermittent stream to Deep River _
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the 1phn r using a c color (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: 1, �,
3. Odor: Describe any distinct o ors th t t e discha
weak chlorine odor, etc.): Q ��� 1 MA c,
have (i.e., smeils 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 G 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) 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:
1 G 3 4 5
7. Is there any foam in the stormwater discharge? Yes to
B. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
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
5WU-242, Last modified 10/25/2012

ATTACHMENT C

TABLE I
Stormwater Analytical Results for Weir A
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date
Laboratory Results
Benchmark
Concentration per
General Permit
NCG120000
Arithmetic
Mean
Weir A
Chemical Oxygen
Demand (COD)
mg1L
11/29/11
31.0
120
59.1
12107/11
202.0
01111112
24.0
04/26112
47.0
09/18/12
37.0
10115/12
NA
01/14113
27.0
02/19113
NA
10107/13
72.0
01110114
33.0
Fecal Coliform
(Colonies 1100ml)
Coll
100ml
11129/11
NA
1,000
2,558.0
12/07/11
NA
01/11/12
16
04/26/12
NA
09118/12
>12,000
10/15112
NA
01114/13
6,000
02/19113
NA
10/07/13
4,000
01/10/14
216.0
Total Suspended
Solids (TSS)
mglL
11/29111
598.0
100
264.8
12107111
690.0
01111112
189.0
04/26/12
724.0
09/18/12
266.0
10/15/12
30.4
01114/13
62.0
02/19/13
18.0
10/07/13
18.0
01/10/14
53.0
mg/L = Milligrams per Ater NS = Not Sampled NA = Not Analyzed for this parameter
NO = Not detected at or above the adjusted reporting limit

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory.. Results
Outfall # 01
Arithmetic
Mean
Outfall #1
OutNW# 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
' NCG120000)
Chemical Oxygen
'Demand (COD)
mg1L
09/24/97
96.0
222.6
NS
656.3
120
12/16198
43.0
NS
12/21/99
74.0
NS
03/15/01
48.0
1,380.0
10/11102
27.0
40.5
12/10/03
304.0
384.0
08/12/04
373.0
268.0
11121/05
71.0
515.0
09/13/06
140.0
170.0
05/28/08
190.0
430.0
10/09/08
82.0
847.0
06/05/09
218.0
230.0
10114/09
257.0
635.0
12/02/09
440.0
280.0
01/21/10
340.0
1,320.0
02/09/10
451.0
2,240.0
05/17110
463.0
1,210.0
07/27/10
300.0
1,420.0
08/19110
230.0
1,300.0
01126/11
63.0
130.0
02128/11
115.0
1,200.0
03/30/11
57.0
215.0
04126/11
NA
277.0
07/25/11
NA
133.0
09/21/11
737
135A
111I11
NA
336.0
P

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General -Permit
NCG120000)
Fecal Coliform
(Colonies 1100mi)
col/
900ml
09/24/97
6,000
3,728.8
NS
22.7
1,000
12/16/98
12,000
NS
12/21/99
< 1.0
NS
03/15/01
2,200
< 1.0
10/11/02
2,800
60.0
12/10/03
300
<1.0
08/12/04
>12,000
<1.0
11121/05
>12,000
<1.0
09/13/06
>17,000
<2.0
05/28/08
6,400
<2.0
10/09/08
1,080
<4
06/05/09
80
4.0
10/14/09
4,800.0
<4
12/02/09
NA
NA
01/21/10
4.0
NA
02/09/10
<4
NA
05/17/10
9,000.0
<1
07/27/10
NA
NA
08119110
NA
NA
01126/11
82.0
<20
02/28/11
NA
NA
03/03/11
NA
NA
04/26/11
NA
NA
07125111
NA
NA
09/21111
>16,000
4.0
10111/11
NA
NA

Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
. Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000) ..
Total Suspended
Solids (TSS)
mg1L
09124/97
324.0
484.8
NS
1,516.4
100
12/16/98
117.0
NS
12/21/99
63.0
NS
03115101
26.8
56.0
10/11/02
258.0
1,270.0
12/10/03
780.0
315.0
08/ 12/04
126.0
920.0
11/21/05
114.0
76.0
09/13/06
150.0
180.0
05/28/08
77.0
120.0
10/09/08
22.7
580.0
06/05109
357.0
335.0
10/14109
72.0
44.5
12/02/09
97.0
96.0
01121110
NA
271.0
02/09110
NA
432.0
05121/10
290.0
1,100.0
07/27/10
NA
3,580.0
08/19/10
NA
210.0
01/26/11
510.0
550.0
02/28/11
3,640.0
3,670.0
03/30/11
382.0
415.0
04/26/11
677.0
289.0
07/26/11
392.0
1,510.0
09/21/11
1,000
18,800.0
10111111
1,190
58.7
Note: Stormwater samples were not successtully collected In Z007
mg/L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARck & ArWyTkAt
UbORATOR1E5, INC.
Analytical/Process Consuttatloru
January 23, 2014
Pyramid Environmental
503 Industrial Avenue
Greensboro, NC 27406
Attention: Brett Higgins
Chemical Analysis for Selected Parameters and Water Samples Identified as Energizer Landf7ll
(A Pyramid Environmental Project #2014-005, collected 10 January 2014)
NC N94
I. Miscellaneous
Date
Parameters
Units
Weir
an ! red
An at
Total Suspended Solids (TSS)
mg/L
53.0
01/13/14
Y1
COD -High
mg/L
33.0
0121 /14
C W
Fecal Coliform
MPN/100 mis
216
01/10/14
ZP
RAL Sample Number
Collection Date
Collection Time
776410
01/10/14
1510
mg/L = milligrams per Liter = parts per million (ppm) Std. Units = Standard Units

RESEARCh & An40CA1
LAboRATORnEs INC'.
Analytical / Process Consultations
Imo.&. Phone [phone]
e
CHAIN OF CUSTODY RECORD
WATER 7 WASTEWATER 0 MISC.
COMPANY s.�
, } 4 i Q
�oB
� o,
' SMEcT BARE
PRqJ.ECT
1 Z=
CIiY. ST ZIP ` T,
SAM R N PLEASE T)
h J A
C ACT ) PHONE
S75XI
O
Q
v tz of Q' Q Q' Q' c
ry �, ti� �: +" +`� ytid I
ti REQUESTED ANALYSIS
SAMPLE NUMBER c
1 (LAB USE ONLY} ' DA
1
TIME
COUP GRAB
TEM RES
°G CI
naM�
SANE
{�v
` Smi, LOCATION 1
jj j t
rli _l �7 4 1 `1 i 1
, ♦r .. ��
I
I
�I�_ 3� I �� _ ___ _
(
I
'
�� '1i� , • C -�L�
i
If
I
RELINQUISHED BY DATEsTIME 1 RECEIVED BY �
REMARKS:
RELINQUISHED BY DATEITME i RECEIVED BY
0 °C
SAMPLE TEMPERATURE AT RECEIPT,4

ATTACHMENT D

Semi-annual Stormwater Discharge Mo_n_itorinp, Report
for North Carolina Division of Water Quality General Permit No. NCG120000
Date submitted January 23, 2014
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6 SAMPLE COLLECTION YEAR 2014
FACILITY NAME Energizer Landf ill SAMPLE PERIOD © Jan -June ❑ July -Dec
COUNTY Randolph or ❑ Monthly' (month)
PERSON COLLECTING SAMPLES Brett Higgins DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
LABORATORY R&A Laboratories Lab Cert. # 34 ❑Zero -flow ❑Water Supply ❑SA
Comments on sample collection or analysis:
Mother Class C
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
Part A. Stormwater Benchmarks and Monitoring Results
No discharge this period??
Outfall No.
Date Sample
Collected)
(mo/ Collected'
24-hour rainfall
amount,
Inches
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks ===>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L
Weir A
01/10/14
1.70
33.0
216
53.0
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
2 For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, 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. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See Genera! Permit text.
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
No discharge this period?2
Outfai! No.
Date Sample
Collected'
(rno/dd/yr)
24-hour rainfall
amount,
lnches3
Non -polar O&G/TPH by
EPA 1664 (SGT-HEM)
Total Suspended Solids
pH
Benchmarks —==>
-
-
15 mg/L
100 mg/L or 50 mg/0
6.0 — 9.0 SU I
Footnotes from Part A also apply to this Part B
Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. see General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
o A BENCHMARK EXCEEDANC£ TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
C 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
e 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 oriainal and one coon of this DMR, includina all "No Discharae" reports, within 30 days of receipt of the lab results tor at end of monitorina Aeriod
in the case of "No Discharae" reports) to:
Division of water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
.YOLI,MUST•SIGN-THIS CERTIFIGAfioI FOR•AI Y INFORNIATIC N-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. 1
sr aware tt`at there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
1/29/2014
(Date)
Permit Date: 11/1/2012-10 3�'/2017 SWU-248, last revised 10/25/2012
Page 2 of 2