NCG120006_MONITORING INFO_20140127

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V CCo Ic� C)oo (.0
DOC TYPE
O HISTORICAL FILE
C�MONITORING REPORTS
DOC DATE
❑ � o I (I C) I a--�
YYYYMMDD

RECEWD
N.C.aept. of ENR
JAN 3 1 20%
�"�frastUn-5�,�cm
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C.27203
January 27, 2014
Mr. Bradley Bcnnct(
NCDE14NR
Division of Envirolunental Management
1617 Mail Service Center
Raleigh, NC 27699
Subject: Stornnvater Discharge nntfall Monitoring; Rel)ort
Dcar Mr. Bennett:
Attached is the Stormwater Discharge Outt'alI Monitoring semi-annual and Tier Two Response
Report for ENERGIZER Battery's industrial landfill as required by General Permit No, NCG
120000 for the mouth of January, 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 ol'the sampling event is presented in Attachment 13. Laboratory
results are presented in Table 1, Attachment C. Table 2, in Attachment C, shows the historical
laboratory results for Outfall # l and #2. The completed Semi -Annual Stormwater Discharge
Monitoring Report is included as Attachment D.
The analysis of the Jamtary 1011t sampling event rrom Weir A reported the COD at 33.0 mg/L,
TSS at 53.00 mg/L, and the Fecal Coliform at 216.0 col/100mL. Therefore, the January 101t',
2014 sampling event concluded all paraniaters were below (lie benchmark concentrations per
general permit NCG1200000. if you have any questions, please call Scott Boyle, the
Fnvirotunental Coordinator for Energizer's Asheboro facilities, at 336/672-4546.
Very truly yours,
John Hall
Director, N.A. Alkaline Manufacturing

Euergirer oatlery Manufacturing,lnc.
419Art Bryan Wive
Asheboro, N.C.27203
cc: Paxton Arthurs — Randolph County Public Works Director
Cenral 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

PYF4AM 10
ENVIRONMENTAL & ENGINEERING, P.G.
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 Free [phone]
Emaii:.Info(@Pyramidenvironmental.com
www.nvramidcnvironmental,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,
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

SITE: COUNTY 'AND RD LOCATION: ASHEBORO, NORTH CAROLINA
1j
uses 7.s MINUTE MAPASHEBORO/RANDLEMAN, NC
ORIGINAL DATE: 1970/1970
PHOTOREVISION 1981 /1981
DATE:
PRIMARY WGHWAY, HARD SURFACE
SITES ` 1
rrlr 1--� LOCATION
i 1
Sri i x�rf J
1/2 0 1
IODD 0 2QDG 4000 6000
1 • s 2000'
SECONDARY HIGHWAY, HARD SURFACE NOTES: ► TOPOGRAPHICAL CONTOUR INIMAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
LIGHT —DUTY ROAD HARD OR
tMPROVED SURFACE Ciluu'i MAP OF:
1"NO" NORTH CAROLINA
— — — UNIMPROVED ROAD
STATE ROAD
U.S. ROUTE E=l COUNTY: RANDO
INTERSTATE ROUTE APPROXIMATE SITE LOCATION
ENERGIZER BATrERY °""'" KAM
NOTES
- -
1 2000' ate« w, 85H
vvnxwrwc ry um* No
amwm m 17
sm n nE urtm
ENERGIZER LANDFILL
PYRAMID
11/29/05
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ASNEBORO '0°° NORTN CAROLIHA
ENVIRON14fENTAL 8 ENGINEERING, P.G.
TOPOGRAPHIC MAP
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ATTACHMENT B

AALIE.
A
A. &DEAR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit ortal.n r.or s #tab-4
Permit No.: or Certificate of Coverage No.:
Facility Name. Energizer Landfil_f at Randolph County Landfill
County: Randolph Phone No. 336-672-4556
Inspector: rA - lk�`YS
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
perforTed 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 tIt <ihnakAe, l�.pertify t at this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or
Pagel of 2
5wU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.)
Receiving Stream: Intermittent stream to Deep River T
Describe the industrial activities that occur within the outfalI drainage area:
Industrial Landfill
2. Color: Describe the color of the diFh r using Pa c color (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: y1��� iQ Q �
3. Odor: Describe any distinct oa ors
weak chlorine odor, etc.): UR
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:
[�71J
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 out -fall? 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, fast modified 10/25/2012

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 (Col])
mglL
11/29/11
31.0
120
59.1
12/07/11
202.0
01111/12
24.0
04126/12
47.0
09118/12
37.0
10/15/12
NA
01/14/13
27.0
02/19/13
NA
10/07/13
72.0
01110/14
33.0
Fecal Coliform
(Colonies 1100mi)
Coll
100mi
11 /29/11
NA
1,000
2,558.0
12/07/11
NA
01/11/12
16
04/26/12
NA
09/18/12
>12,000
10/15/12
NA
01/14/13
6,000
02/19/13
NA
10107/13
4,000
01/10/14
216.0
Total Suspended
Solids (TSS)
mg/L
11129/11
598.0
100
264.8
12/07/11
690.0
01/11/12
189.0
04/26/12
724.0
09118/12
266.0
10/15112
30.4
01114113
62.0
02/19/13
18.0
10107/13
18.0
01 /10/14
53.0
mg/L = Milligrams per titer 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)
Chemical Oxygen
Demand (COD)
mg1L
09/24/97
96.0
222.6
NS
656.3
120
12/16198
43.0
NS
12121/99
74.0
NS
03115/01
48.0
1,380.0
10/11/02
27.0
40.5
12/10/03
304.0
384.0
08112/04
373.0
268.0
11121105
71.0
515.0
09/13106
140.0
170.0
05128/08
190.0
430.0
10109/08
82.0
847.0
06/05/09
218.0
230.0
10/14109
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
04/26111
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
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG1120000)
Fecal Coliform
(Colonies / 100ml)
cot/
100ml
09124/97
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
08112104
>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
06105/09
80
4.0
10/14/09
4,800.0
<4
12/02/09
NA
NA
01/21/10
4.0
NA
02109/10
<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
02/28/11
NA
NA
03103/11
NA
NA
04/26/11
NA
NA
07/25/11
NA
NA
09/21/11
>16,000
4.0
10/11111
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
Qutfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Total Suspended
Solids (TSS)
mg1L
09/24/97
324.0
484.8
NS
1,516.4
100
12/16/98
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
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
08119/10
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
07125111
392.0
1,510.0
09/21111
1,000
18,800.0
1011 i111
1,190
58.7
more: wormwarer sampres were not successruny couectecr in zuar
mg1L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARCh & ANA[yTICA
LABORATORIES, INC.
Analytical/Process Consultatlons
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 Landfill
(A Pyramid Environmental Project #.2014-005, collected 10 January 2014)
�..- she ..4t5
.4
4
1. Miscellaneous
Date
Parameters
Units
Weir A
Anal]Zgd
Analyst
Total Suspended Solids (TSS)
mg/L
s3.0
01/13/14
YJ
COD -High
mg/L
33.0
01/21/14
CW
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 & ANA[wl' C4
LAb®RATORiES, �N�o
3` r Analytical I Process Consuitations
Phone [phone]
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Semi-annual Stormwater Discharge Monitoring Re ort
for North Carolina Division of Water Quality General Permit No. NCG120000
Datesubmitted 7anuary 23, 2014
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. # 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 ❑ Monthly' (month)
DISCHARGING TO CLASS ❑ORW ❑HQW []Trout ❑PNA
[]Zero -flaw ❑Water Supply ❑SA
X❑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,
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
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.
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".
(Vote: 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?2
Ovtfall N°'
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 I
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 tent.
FOR PARTA AND PART B MONITORING RESULTS:
A A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART Il SECTION B.
C 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II 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 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 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 'MY INFORMATid*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
qm aware t`at t~ere are significant penalties far submitting false information, including the possibility of fines and imprisonment for knowing violations."
1/29/2014
(Date)
Permit Date: 11/1%2012-10 3�2//2017 SWU-248, last revised 10/25/2012
Page 2 of 2

RECEIVED
N.C.Dept. W ENR
JAN 31 2014
Winsfon-5a.um
Reoiorea! Gr+,�?
January 27, 2014
Mr. Bradley Bennett
NCDC-t-UNR
Division of Environmental Management
1617 Mail Service Center
Raleigh, NC 27699
Subject: Stornnvater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Oryan [hive
Asheboro, N.C. 27203
Attached is the Stormwater Discharge Outlall 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 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 91 and #2. The completed Semi-Amaual 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 Colifornn at 216.0 col/100mL. Therefore, the January 10"',
2014 sampling event concluded all paramaters were below the benchmark concentrations per
general permit NCG I200000. If you have any questions, please call Scott Boyle, the
Envirotumntal Coordinator for Energizer's Asheboro facilities, at 336/672-4546,
Very truly yours,
John Hall
Director, N.A. Alkaline Manufacturing

"An
AROWSOF
Energizer flattery Ma nofactoring, Inc.
4 19 Ar t Bryan Drive
Asheboro, N.C.27203
cc: 11aston 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 — Wcsdakc Environmental AlTairs

PVftAM 1 a
ENVIRONMENTAL & ENGINEERING, P.G.
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 stonmwater 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 Kemersville, 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:.[[e-mail]
www.pyramidenvironmcntal.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 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 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,
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energizer Landfill Site —Semi-Annual Stormwater Sampling 10128113
Pyramid Project # 2013-240 2

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ORIGINAL DATE:/970/1970
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DATE:
1000 0 2000 4000 6000
FEET:
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PRIMARY HIGHWAY, HARD SURFACE
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SECONDARY HIGHWAY, HARD SURFACE
NOTES. TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
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ATTACHMENT B

RCDETIR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit h ortal.n d nr. r w e w#ta -4
Permit No.: I�I/�/G/—/—/� 0/ 0/ 0/ or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County landfill
County: _ Randolph _ _ r % aTw Phone No. 336-672-4556
Inspector: . I
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(
Office.
By th(s syhnakAe, l�ertif that this report is accurate and complete to the best of my knowledge.
(Signature of Permittee or
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 stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the drh r using a c color (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:►iDl +CQ_rY\
3. Odor: Describe any distinct o ors that e
weak chlorine odor, etc.): �j
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 0 3 4 S
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:
�1J 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
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

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)
mglL
11129/11
31.0
120
59.1
12107/11
202.0
01/11112
24.0
04/26/12
47.0
09/18/12
37.0
10/15/12
NA
01/14/13
27.0
02/19/13
NA
10/07/13
72.0
01/10/14
33.0
Fecal Coliform
(Colonies 1 100ml)
- -
Coll
100ml
11/29/11
NA
1,000
2,558.0
12107/11
NA
01/11/12
16
04/26112
NA
09/18/12
>12,000
10115M2
NA
01/14113
6,000
021/9113
NA
10/07113
4,000
01/10/14
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
10/15/12
30.4
01/14113
62.0
02/19/13
16.0
10/07113
18.0
01/10/14
53.0
mWL = 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 Flattery 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
09/24/97
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
12/10103
304.0
384.0
08/12/04
373.0
268.0
11121/05
71.0
515.0
09/13/06
140.0
170.0
05128108
190.0
430.0
10109/08
82.0
847.0
06105/09
213.0
230.0
10114/09
257.0
635.0
12/02109
440.0
280.0
01/21110
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
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
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 Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Fecal Coliform
(Colonies 1100ml)
Coll
100m1
09/24/97
6,000
3,728.8
NS
22.7
1,000
12116/98
12,000
NS
12/21199
< 1.0
NS
03/15/01
2,200
< 1,0
10/11/02
2,800
60.0
12/10/03
300
<11.0
08/12104
>12,000
<1.0
11/21105
>12,000
<1.0
09/13/06
>17,000
<2.0
05128/08
6,400
<2.0
10/09/08
1,080
<4
06105109
80
4.0
10114/09
4,800.0
<4
12/02/09
NA
NA
01121/10
4.0
NA
02109110
.;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
02/28/11
IVA
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)
mg1L
09/24197
324.0
484.8
NS
1,516.4
100
12/16198
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
11/21105
114.0
76.0
09/13106
150.0
180.0
05128/08
77.0
120.0
10109/08
22.7
580.0
06105/09
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
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
02/28111
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
pore:-rormwarer samples were nor successruuy couecrea in zuw
mg1L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARCh & ANA yTICAL
UbORATORI ES, 1 NC.
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 Identified as Energizer Landfill
(A Pyramid Environmental Project #2014-OOS, collected 10 January 2014)
I. Miscellaneous
Date
Parameters
Units
Weir A
Anal d
Analyst
Total Suspended Solids (TSS)
mg/L
53.0
01/13/14
YJ
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 & ANA[YACAt
LkORATORIOES hc'.
Analytical 1 Process Consultations
Phone f336) 996-2841
l
CHAIRS OF CUSTODY RECORD
WATER I WASTEWATER NEISC.
COMPAMY
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!OB NO
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REQUESTED ANALYSIS
SAMPLE NUMBER �A
(LAB USE ONLY) s
TIME
COUP GRM
TEM
•G
BES
cl
ORLM
REM
�n
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SA6IPLE LOCATION f
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RELINQUISHED BY
DATEITIME I RECEIVED BY REMARKS:
jI
i RELINQUISHED BY
DATEITIME RECEIVED BY
L °C
SAMPLE TEMPERATURE AT RECEIPT

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 Landfill
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 ❑ 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:2
Outfal! 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
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.
2For 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 bate: 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
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
2S mg/L
100 mg/L or 50 mg/L'
6.0 — 9.0 SU
Footnotes frorn 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:
0 A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART it SECTION B.
0 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART li SECTION 3.
0 TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES Q 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. including all "No Discharae" reports. within 30 dovs of receipt of the lab results for at end of monitoring period
in the case of "No Discharge' reports) to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YDU+MUST SIGN THIS,CERTIFICAfidh'FOR•ANY INFORM ATION,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
Sm aware that there are signi,icant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
atu
1/29/2014
(Date)
Permit Date: 11/1/2012-10 3%r/2017 SWU-248, last revised 10/25/2012
Page 2 of 2

41yer�!izer.
November 30, 2009
Mr. Steve Tedder
Water Quality Regional Supervisor
NCDENR Water Quality
585 Waughtown Street.
Winston-Salem, NC 27107-2241
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Tedder:
Eveready Battery Company, Inc.
419 Art Bryan Drive
Asheboro, North Carolina 27203
Telephone: [phone]
Fax: [phone]
RECEIVED
N-C, DOW. of ENR
DEC 0 2 2M9
Regiana: Cr C.L
Attached is the Stormwater Discharge Outfall Monitoring Report for ENERGIZER Battery's
industrial landfill as required by General Permit No. NCG 120000.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling, which
was conducted on October 14, 2009. The location of our site is shown on the maps in
Attachment A. A qualitative monitoring report for both outfalls describing the visual
appearance of the stormwater run-off at the time of the sampling event is presented in
Attachment 13. Laboratory results are presented in Table 1, Attachment c The completed
monitoring report is included as Attachment D.
The results show that Outfall 401 is in exceedence for COD and Fecal Coliform, and was in
exceedence for TSS during the previous reporting period. As a Tier 1 response, we will
investigate the source of the high COD values so that we may identify the proper corrective
actions for reducing the COD levels. Additionally, to address the TSS exceedences we are
clearing out the weir, clearing out the sedimentation basin located before weir, and implementing
better erosion control measures (e.g., hydro -seeding, use of mesh fabric barriers, etc.). We will
begin monthly sampling for Fecal Coliform due to consecutive samplings in exceedence, as a
Tier 2 response identified in General Permit No. NCG 120000. However, please note that the
Fecal Coliform is due to the large quantities of deer droppings found throughout Cell #l, which
feeds the Stormwater to Outfall # 1. On November 2, 2009, Micheal Mickey of NC DWQ
inspected the site and noted that Cell #01 is not fenced and is a sole source for fescue and clover;
a favored food source for deer during the summer.
The results also show Outfall #2 is in exceedence for COD and was in exceedence for TSS
during the previous several reporting periods. As with Outfail #1, we will begin monthly
sampling of Outfall 92 for COD and TSS, as required by General Permit No. NCG 120000 for a
Tier 2 response. As noted above we will investigate the source of the COD and once identified
will take corrective actions. Additionally, to address the TSS exceedences we are investigating

En�eigizec
Eveready Battery Company, Inc.
419 Art Bryan Drive
Asheboro, North Carolina 27203
Telephone: [phone]
Fax: [phone]
increasing the size of the sedimentation basin and implementing better erosion control measures
(e.g., re -grading the cell, hydra -seeding, use of mesh fabric barriers, etc.).
We will initiate an aggressive measure to ensure batteries are thoroughly and properly covered.
These measures will include purchasing more tarps and reviewing expectations with the
contracted landfill manager that the exposed batteries must be completely covered and the tarp
properly anchored daily.
Overall, we are implementing a weekly qualitative monitoring program to evaluate the
effectiveness of the sedimentation and erosion control measures, evaluate the effectiveness of
any Tier 1 corrective action measures, and ensure proper covering of the batteries.
If you have any questions, please call Scott Boyle, the Environmental Coordinator for
Energizer's Asheboro facilities, at 336/672-4546.
Very truly yours,
Hugh Belgarde
Assistant Plant Manager
cc: David Townsend — 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
Al Nash — Westlake Environmental Affairs
EBC 2396E-98Al2

Awr
AV
PVRAM®®
ENVIRONMENTAL & ENGINEERING, P.C.
November 3, 2009
Mr. Frank Goins
Energizer Battery Manufacturing, Inc.
419 Art Bryan Boulevard
Asheboro, NC 27203
RE: Semi -Annual Stormwater Sampling and Analytical Results
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2009-204
Energizer CMO #4500580100
Dear Mr. Goins:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed
the semi-annual stonnwater 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 two outfalls (401 & 402). A map showing the location of the outfalls is included
in Attachinen! A.
The stormwater samples were successfully collected during a representative rain event on
October 14, 2009 by Brett Higgins of Pyramid. Qualitative monitoring reports for each
outfall were completed by Pyramid and are included in Attachment B. The qualitative
monitoring reports describe the visual appearance of the stormwater run-off at the time of
the sampling event.
The stornnwater samples were placed on ice and transported to Research and Analytical
Laboratories; Inc. in Kernersville, North Carolina and analyzed for chemical oxygen
demand (COD), total suspended solids, (TSS), and fecal colifonn. Due to the short hold
time (b hours) for the fecal colifonn analysis, the samples were delivered to the
laboratory by Pyramid on the sarnc day as the sampling event.
P.O. Box 16265 • Greensboro, ANC 27416
503 Industrial Ave - Greensboro, NC 27406
Phone [phone] - Fax [phone] • Toll Free [phone]
Email; com
N'\l'R'.�\'IYI nlldl'Il \'1 IYSillll Cillii 1. L'[�ll]

The laboratory results of the stormwater samples are presented in Table 1, which is
included in Attachment C. As indicated in Table 1, the detected concentrations of COD
at outfall #01 and #02 and the fecal coliform concentration at outfall #01 exceed the cut-
off concentrations specified in General Permit NCG 120000. The arithmetic mean for
COD and TSS for the past thirteen sampling events exceeds the cut-off concentrations for
both outfalls; therefore, continued analysis of these parameters will be required. The
arithmetic mean for fecal coliforin at outfall #01 over the past thirteen sampling events
also exceeds the cut-off concentration and continued analysis will be required. The
arithmetic mean of the fecal coliform detected at outfall 402 over the past ten sampling
events is below the cut-off concentration. Copies of Table 1 and the laboratory report are
included in Attachment C.
Pyramid also completed the stormwater discharge monitoring report for each outfall as
required by 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.
Pyramid will attempt to perform the next sampling event between January 1 and June 30,
2010. 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,
pyr--all nvi ontit ental & Engineering, P.C.
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D.
Energizer Landfill Site I1-03-09
Semi -Anna al Stonna=aterSampling
Pti:ramid Project ## 2009-204 2

RMAZZ,
SITE:IE
COUNTY LAND RD.
LOCATION:
ASHEBORO, NORTH CAROLINA
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USGS IDENTIFICATION
SCALES
USGS 7.5 ASHEBORO/RANDLEMAN, NC
MINUTE MAP
ORIGINAL DATE: 1970/1970
1/2 0 1
MILES:
PHOTDREVISION 1981 / 1981
DATE:
PRIMARY HIGHWAY, HARD SURFACE
1000 0 2000 4000 6000
FEET: 1' 20DO'
SECONDARY HIGHWAY, HARD SURFACE
NOTES: ► TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
LIGHT -DUTY ROAD HARD OR
IMPROVED SURFACE
NORTHMAGNETICG
COUNTY MAP OF:
NORTH CAROLINA
COUNTY:RANDOLPH
APPROXIMATE SITE LOCATION
— — —
UNIMPROVED ROAD
O
STATE ROAD
U.S. ROUTE
INTERSTATE ROUTE
®
PYRAMID
'ENERGIZER BATTERY °"""" 1cAM
1 �-200D' rx� � BSH
' ENERGIZER LANDFILL MR jOOS-PB%
—' ASHESORD NORTN CAROLINA 11 29 05 ^�sroliMYlhr�
NOTES
,orDuucnc IYw usm N TNS
PARE i Br THE brr 5 m
`""""D� ""`° `""' "'°
CEDt�r iWMY. DCPAknCm OF
TIE WSElYg9, IESiOM NRGM
ENMRONMENTAL & ENGINEERING, P.C.
TOPOGRAPHIC MAP----]
=
TNS wv muPUEL ,Im+ r..Duwc
n� �

1 r x
y
GARBAGE
CESSiNG 8 DG:
�� �p.yL yi. -d- �'�.. i � f a ����.�. I c � �i w � � �. _ � - '[r_ �nls t •..
r Yq RANDOLPHE:C� r # • :q.0 k1i'F''
rc�Q, �.. =, �5� it i• r�,.I ��� yy' « �t r -- `1� 'rah �A� �'
tiA[ ­.ei. i'11
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I$ � w . � � � �• x 'ar, �' r
31'(=_ Mai ? -
• r ..� J
'i
a 4 'ems _ � s �`' y _ - �•.
W
1 —
QA
51
`.rS �. kti' it `f _ _ J •Ma �'_' xa�F}
4�rs+.
J _
-f - •+ l:� #'' .Fx`s r-7.�.2�'"1'�5'e `����{q_ � - � .sF � � ' 'F � 1�1� .. ;�
'lit
TO
TxryS l-.t. �EAI�UT'�1"
r !S'LIN
a r
ii-i...�, f9k'fi
�1 -� i ♦TA 1 ?I`3F' Fa� -' J A P �j'• 3 J
30 Wig
r 'As
NQTE; 2004 IMAGE FROM RANDOLPH CO. CIS.
ENERGIZER BATTERY nor '0 SCALE
ENERGIZER LANDFILL 1 29 D5
py ASHEBORO NORTH CAROLINA g 2005-D87 NOT TO SCALE
EWRONMENTAL&ENGINEER1NG.RC. W STORMWATER OUTFALL LOCATION FIGURE 2

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Permit No.: NICI GI11 21 0/ 01 01 0/ or Certificate of Coverage No.: NICIGI 11?101010/ 6f
Facility Name: Energizer Landfill at Randolph County Landfill
County: Randolph Phone No. 7 04 - 6 7 2- 4 5 5 6
Inspector: Brett ,Higglins
Date of Inspection:
By this si f-t-9
, I cgrfy that�is report is accurate and complete to the best of my knowledge:
(Signature of Pernuttee or Designee)
i. Outfall Description
Outfall No. 01 Structure (pipe, ditch, etc.) V-Notch Weir
Receiving Stream: Intermittent stream of Deep River
Describe the industrial activities that occur within the outfali drainage area:
Industrial Landfill
2. Color
Describe the color of the discharge
dark) as descriptors:
3. Odor
Describe any distinct odors that t
CtO
is colors red, brown, blue, etc.) and tint (light, medium,
arge mvy have (i.e.. smells . rongly of oil, weak chlorine odor,
4. Clarity
Choose the number which best describes the clarity of the discharge where 1 is clear and 10 is very
cloudv: - --
1 2 3 4 5
C a7 S 9 10
Page l
SwU-242-I01599

5. Floating Solids
Choose the number which best describes the amount of floating solids in the stormwater discharge where
1 is no solids and 10 is the surface covered with floating solids: 4
1 `✓ 3 4 5 6 7 8 9 10
6. Suspended Solids
Choose the number which best describes the amount of suspended solids in the stormwater discharge
where I is no solids and 10 is extremely muddy:
2 3 4 5 G 7 8 9 10
7. Foam
Is there any foam in the stormwater discharge? Yes No
8. Oil Sheen
Is there an oil sheen in the stormwater discharge? Yes (jNo
9. 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 or oil sheen may be indicative of pollutant
exposure. These conditions may warrant further investigation.
Page 2
SWUU-242-101599

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Penuit No.: N/C/ G11/ 2/0/ 01 0/ 0/ or Certificate of Coverage No.: NICIG/ 1/ 2/ 0l dl0 61
Facility Name: Energizer Landfill at Randolph County Landfill
County: Randolph Phone No. 7 0 4- 6 7 2- 4 5 5 6
Inspector: Brett H '99AVS
Date of Inspection: 1
By this signatu e, I c rtif , ,at oa A accurate and complete to the best of my knowledge:
(Signature of Penuittee or Designee)
1. Outfall Description
Outfall No. 02 Structure (pipe, ditch, etc.) V-Notch Weir
Receiving Stream: Intermittent stream of Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color
Describe the color of the dischar c usi g asic olors (red, brown, blue, etc.) and tint (light, medium,
dark) as descriptors:4zr,�
3. Odor
Describe any dist�n odors teat the dischargc ma , have (i.e., smells strongly of oil, weak chlorine odor,
etc.) D C) V iQr'Nr-S
4. Clarity
Choose the number which best describes the clarity of the discharge where l is clear and 10 is very
cloudy:
l 2 3 4 5 6 7 S 9 10
Page I
SVVU-?-32-101 i99

5. Floating Solids
Choose the number which best describes the amount of floating solids in the stormwater discharge where
1 is no solids and 10 is the surface covered with floating solids:
1 02
3 4 5 6 7 8 9 10
6. Suspended Solids
Choose the number which best describes the amount of suspended solids in the stormwater discharge
where 1 is no solids and 10 is extremely muddy:
1 2 Q3 4 5 6 7 8 9 10
7. Foam
Is there any foam in the stormwater discharge? Yes 9
8. Oil Sheen
Is there an oil sheen in the stormwater discharge? Yes No
9. Other Obvious Indicators of Stormwater Pollution
Listanddescribe No other obvious indicators of pollution
Note: Low clarity, high solids, andlor the presence of foam or oil sheen may be indicative of pollutant
exposure. These conditions may warrant further investigation.
Pas,e 2
SWU-24?-101599

TABLE 1
Stormwater Analytical Results (1997- 2009)
Energizer Battery Company
Landfill Site - Randolph County
Obbrator
........ ...
PARANIEIER
UNITS'
.-P
;::Outfall #1
. ....
.
.......
.......... ...
9
12 00011
09124197
96.0
NS
;;4niiti
12116198
43.0
NS
12121199
74.0
147.9
NS
490.0
120
03/15101
48.0
1,380.0
10111102
27.0
40.5
..........
12110103
304.0
384.0
08/12104
373.0
268.0
11121105
71.0
515.0
09113106
140.0
170.0
......
05128108
190.0
430.0
10109108
82.0
847.0
06105109
218.0
230.0
10114109
257.0
635.0
09124197
6,000
NS
12116/98
12,000
NS
(Colonies n 1
il -06;ii 1::
12121199
< 1.0
3,962.2
ISIS
32.0
1,000
03115101
2,200
< 1,0
10111102
2,800
60.0
12110103
300
0-0
08117104
>12,000
0.0
11121105
>12,000
<1.0
09113106
>17,000
<2.0
.........
05128108
6,400
<2.0
.......
10109/08
1,080
< 4
06105109
80
4.0
10114109
4,800.0
1 <4
09124/97
324,0
NS
12/16198
117.0
NS
(TSS):
12121199
63.0
191.3
NS
389.7
100
03115101
26.8
56.0
10/11102
258.0
1,270.0
12/10103
780.0
315.0
08112/04
126.0
920.0
11121105
114.0
76.0
09/13106
150.0
180.0
05128108
77.0
120.0
10109108
22.7
580.0
06/05I09
357.0
335.0
10/14/09
72.0
44.5
Note: Stormwaler samples were not successfully collected in 2007
mo = Milligrams per liter NS = Not Sampled

RESEARCh & ANA1yTiCA[
LAhORATWES, INC.
Analytical/Process Consultations
.Pyramid Envi.ronmentai-
503 Industrial Avenue
Greensboro, NC 27406
Attn: Brett Higgins
Date Sample Collected
Date Sample Received
Date Sample Analyzed
Date of Report
Analyses Performed by
Lab Sample Number
--------------------
658242
Parameter Storet # Results
COD --HIGH (00340) 257 mg/1
TSS (00530) 72.0 mg/1
Fec Coli-MF (31616) 4,800 col/100 ml
--------------------
Clients Sample Source OUTFALL 401
Number ENERGIZER LANDFILL
Time Collected (Hrs) 1330
10/ V09'
10/1.4/09
10/14/09
10/29/09
AR -Yj -AA
P.O. Box 473 • 106 Short Street- Kernersvilie, North Carolina 27284 • 336-996-2841 -Fax [phone]
www.candalabs.com

RESEARCh & ANA1yTICA1
LABORATORIES, INC.
Analytical/Process Consultations
ANAtrr,''•,.
........,
o.
io
NC #94 O
r , �
Pyramic? Environmental
Date
Sample Collected
10/141 09
503 Industrial Avenue
Date
Sample Received
10/1,1/09
Greensboro, NC 27406
Date
Sample Analyzed
]0/14/09
Attn: Brett Higgins
Date
of Report
i0/29/09
Analyses Performed by
AR -YJ -AA
Lab Sample Number
--------------------
658243
-------------------------------------------------------------------------------
Parameter Storet # Results
COD -HIGH (00340) 635 mg/l
TSS (00530) 44.5 mg/1
Fec Coli-MF (31616) <4 col/100 ml
---------------------
Clients Sample Source OUTFALL #02
Number ENERGIZER LANDFILL
Time Collected (Hrs) 1320
P O. Box 473 • 106 Short Street • Kernersvi Ile, North Carolina 27284 • 336-996-2841 • Fax [phone]
www.randalabs.c;om

RESEARCh & ANA[YTICAI
LABORATORIES, INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
I W/iTFO Iwar-mw6YFA I UlIr 1
CO NY
JOB NO.
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�
Q�-1 Ov >O' JQ�
`��• `O
O U O
ti ryao��oFryho� ¢�v ve v� v¢ ���c
REQUESTECANALYSI�
rS-T�REE3 DDRES i (
P JECi'
O4TY, STATE`, ZcI'ppll L \� ry4,�
5A R E.ASE SN>)
.YDf�TACPNON>
`
ST' PLER nNE
SAMPLE NUMBER
(LAB USE ONLY)
TE
TIME
Comp
GRAB
TEMP
•c
RES
CI
CHLORNp
(YtNJ
AMwx
IS )
SAM�'LELOC 1 D.
Z�
I
r
ELIf1QU16NED BY
�R-Z-;LINQUISHEDBY ��
DATE,, yy IM
Nk64
REPEtV
REMARKS:
SAMPLE TEMPERATURE AT RECEIPT 3 oc
DATE TIME
RE71I

STORNIWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
GENERAL PERMIT NO. NCG120000 SAMPLES COLLECTED DURING CALENDAR YEAR: 2009 (Fall)
CERTIFICATE OF COVERAGE NO. NCG120006 _ ("This monitoring report is due at the Division no later than 30 days from the date
the facility receives the sampling results from the laboratory.)
FACILITY NA11,IF Energizer Battery Manufacturing, Inc. — Landfill _ COUNTY Randolph
PERSON COIILEC'I'ING SAiiN7PLES Brett Higgins PHONE NO. [phone] -�
CERTIFIED LABORATORY Research & Analytical Laboratories, Inc. _Lab # 34
tiernersville, NC Lab # PLEASE SIGN ON THE REVERSE
Part A: Specific Monitoring Requirements
Outfall
No.
Date
Sample Collected,
mo/dd/vr
00340
31616
00530
Chemical Oxygen Demand,
m IL
Fecal Coliform,
# er 100 nil
Total Suspended Solids,
m
Benchmark
-
120
1000 colonies
100
01
10/ 14/09
257
4801I
72
02
10/ 14/09
635
<4
44.5
Note: If you report a sampled value in excess of the benchmark value, you must implement Tier I or Tier 2 responses. See General Permit text.
Does this Iaciiity perform Vehicle Maintenance Activities using; more than 55 gallons of new motor oil per month? yes _X_no
(if yes, complete Part 13)
Part B: Vehicle Maintenance Activity Monitorinp- Requirements
O u tfa Il
No.
Date
Sample Collected,
moldd/yr
00556
00530
00400
Oil and Grease,
m /L
Total Suspended Solids,
m
pH,
Standard units
New Motor Oil Usage,
Average annual al/mo
Benchmark
1 -
30
100
6.0 — 9.0
-
Note: I fyou report a sampled value in excess of the benchmark value, or outside the benchmark range for pH, you must implement Tier 1 or Tier 2 responses.
See General Permit text.
STORM EVENT CIIARAC'1'EIZIS'TICS:
Date 10/14/09 (first event sampled)
Total Event Precipitation (inches): 0.34
Date (list each additional event sampled this reporting period, and rainfall amount)
Total Event Precipitation (inches):
Mail Original and one copy to:
Attn: DWQ Central Files
NCDFNR/ DWQ
1617 Mail Service Center
Raleibh, NC 27699-1617
S WU-248-102107
Page 1 of 2

STORNI«'ATER DISCHARGE OUTI'ALL (SDO)
MONITORING REPORT
"1 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."
� -1 � Z/ / X � e, -15c f a2
(Sign re o ' rmittee) (Date)
SWU-249-102107
Page 2 of 2