HomeMy WebLinkAboutNCG120006_DMR_20200727 #1111116-
PIFRAAMI 1 D
ENVIRONMENTAL&ENGINEERING, P.C.
REGF��� June 29, 2020
7 2020
Ms. Julia Bowman
Energizer Battery Manufacturing, Inc. GENT kL FILES
419 Art Bryan Boulevard SECTION
Asheboro,NC 27203
RE: Semi-Annual Stormwater Sampling and Analytical Results—1st Half 2020
Energizer Battery Landfill at Randolph County Landfill,Asheboro,NC
Pyramid Project#2020-009
Energizer PO #7000046465
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-Grading of Energizer Landfill
In November 2011, 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 #02 was moved and installed on the down
gradient side of the retention pond in the riprap energy dissipation zone.
Sample Collection and Laboratory Analysis
On June 16, 2020, the stormwater samples were successfully collected at the site by Alan
McFadden 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.
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,
fTCC\ nt.n,,,;....t .,...>..o.. .te....,..,t /nr r\ ...,,t ..0 T... +L.o'MO
The laboratory results of the stormwater samples are presented in Table 1, which is included in
Attachment C. As shown in Table 1, the detected concentrations of TSS and COD at Weir A do
not exceed the benchmark values specified in General Permit NCG120000 and laboratory pH
reading was within the specified range of 6.0—9.0.
The detected concentration of fecal coliform at Weir A (>12,000 colonies/100 mis) exceeds the
benchmark value of 1,000 colonies/100 mis specified in the general permit. Energizer has
received an exemption from 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.
For comparison purposes, a table of historical analytical results for the former outfalls (Table 2)
is also presented in Attachment C. A copy of the laboratory report for the June 16, 2020
sampling event is also included in Attachment C.
Based on the results of the June 2020 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, 2020.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 336-335-3174 if you have any questions.
Sincerely,
go,xik
. ` r
..\...,
N,
Brett S. Higgins
Project Manager
Attachments:A, B, C, and D
ATTACHMENT A
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Energizer Landfill
County Land Road,Asheboro, NC
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ATTACHMENT B
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46,riA
MARI
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit: http://portal.ncdenr.org/web/wq/ws/su/npdessw#tab-4
Permit No.: N1/f/G/1 /_/0/0/ 0/0/ or Certificate of Coverage No.: Li/e/v1/2/ 0/_at_/
Facility Name: Energizer Landfill at Randolph County Landfill
County: Randolph Phone No. 336-672-4556
Inspector: AiCiN k Pgr'dPy1
Date of Inspection: 6jt, VI
Time of Inspection: O fie?'
Total Event Precipitation(inches): '• 3
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 signature,I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
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 discharge using basic colors (red,brown,blue,etc.) and tint
(light,medium,dark)as descriptors: b rak,aA j I i
3. Odor: Describe any distinct odors tIlat the discha ge may have (i.e.,smells strongly of oil,
weak chlorine odor,etc.): j'1 O Q i;r- 0106PJ)
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:
1 U 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 O 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
ATTACHMENT C
TABLE 1
Stormwater Analytical Results for Weir A(2011 -2020)
Energizer Battery Manufacturing,Inc.
Landfill Site-Randolph County,NC
Laboratory Results
PARAMETER UNITS Date Benchmark Arithmetic
Weir A Concentration per Mean
Gen ral Permit
NCG120000_
11/29/11 31.0
Chemical Oxygen mg1L` 12/07/11 202.0
Demand(COD) 01/11/12 24.0 120 51.3
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
01110114 33.0
10/15/14 84.0
03/05/15 63.0
10/28/15 79.0
05/17/16 37
12/06/16 10
04/24/17 41
-�' * 12/20/17 41
` 02/07/18 16
10/11/18 42
04/05/19 52
• 12/13/19 36
06/16/20 27
11/29/11 NA
Fecal Collform col/ 12/07/11 NA
(Co1onies1100m1)' 4100m1 01/11/12 16 1,000 2,830.8
k 04/26/12 NA
09/18/12 >12,000 ,.
"'V p 10/15/12 NA
• 01/14/13 6,000
02/19/13 NA
10/07/13 4,000
01/10/14 216.0
10/15/14 6,000.0
03/05/15 94.0
10/28/15 11,200
05/17/16 314
TABLE 1
Stormwater Analytical Results for Weir A(2011 -2020)
Energizer Battery Manufacturing,Inc.
Landfill Site-Randolph County,NC
. Laboratory Results
PARAMETER UNITS' Date Benchmark • :Arithmetic
Weir A Concentration per Mean
rrt_i
General
Permit
1t
02/07/18 460
Fecal Coliform a.col/ 10/11/18 8,600
(Colonies l 400m1) 100m1 04/05/19 ,, , 1,120, ,.. ,.: 1,000 2,830.8
r 12113/191800 ,.
06/16/20 7»2,000
11/29/11 -598.0.
Total Suspended ;- mglL 12/07/11 690 0 H
Solids`(TSS)_ 01/11/12 189.0 _ 100 151.6
04/26/12 724.0.'
09118112 266.0
10/15/12 30.4
01114/13 62.0
02/19/13 18.0
4" 10107/13 18.0
01/10/14 53.0
• 10/15/14 37.0
03/05/15 47.7
10/28/15 14.4
05117/16 33.6
12/06/16 12.6
04/25/17 20.8
12/20/17 `' . ;�
fl
t 02/07/18 14.2
10/11/18 13.0
04/05/19 87.2
12/13/19 21.2
T .y Fy Y
06/16120 50.4
.' ` 04/05119 6.7
pH 12/13/19 6.50 6.0-9.0 7.0
06/16/20 7.78
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 97-October 2011)
Energizer Battery Manufacturing1,91 nc.
Landfill Site-Randolph County
:n
ri
ra � esu
PARAMETER UNITS Date , , 4Arithmetic -. Arithmetic, Benchmark
} Outfall#01 Mean <'Autfali#,02 Mean Concentrations
Outfall 1- r � Ou faall 2 (Geceral�Permit
09/24/97 96.0 NS
µ p+ :A 12/16/98 43.0 NS
1 1 t 12/21/99 74.0 NS
gM, r x ?. • 03/15/01 48.0 1,380.0
r da
'-''v r ' 10/11/02 27.0 40.5
+ s P e
12/10/03 304.0 384.0
,yM, t"74. µ!•. 08112/04 373.0 268.0
r t 11/21/05 71.0 515.0
"` ". ,$ kM 09/13/06 140.0 170.0
ChemicalOxyen mglL < 05/28/08 190.0 222.6 430.0 656.3 120
DemandCOD 2 10/09/08 82.0 847.0
yak l r• A t" ,'s�5*
F s a 06/05/09 218.0 230.0
t ,; 10/14/09 257.0 635.0
t.,1.",i x 12/02/09 440.0 280.0
01/21/10 340.0 1,320.0
02/09/10 451.0 2,240.0
s '` � . sl' 05/17/10 463.0 1,210.0
n 07/27/10 300.0 1,420.0
F - 08/19/10 230.0 1,300.0
x 1� F"E #•.r 01/26/11 63.0 130.0
ad a` z
z, 02/28/11 115.0 1,200.0
- to - -r.
r' �. + , . ., SMti.� 3-r 1„ 03/30/11 57.0 215.0
4 04/26/11 NA 277.0
3 ` i #'y•}r17` 07/25/11 NA 133.0
' , i s r
^'. " 09/21/11 737 135.0
'-'� ` a;� y; 10/11/11 NA 336.0
r
TABLE 2
Stormwater Analytical Results (Sept. 1997-October 2011)
Energizer Battery Manufacturing,Inc.
Landfill Site-Randolph County
k
" ' �,_ r Laboratory Results
PA• RAMETER UNITS Date Ar thrrletic� �, Arithmetic Benchmark
^�t Outfall#01 • Mean Outfall#02. a Mean ;Concentrations '
` a i a. .4 # .�7+ >. ZTa s...ti t f. r ++.,.k .� "R 'tz4e 3-°`...
< q Qutfall#1 1� Outfall#2 (Genera)Permit
y'4, `'v"�is v it s „wry t� «f°• :. -,.. '° '"' v*ID r �i 4 �s a a
" x.r �` 09/24/97 6,000� NS
r r I:. ,, r_, 12/16/98 12,000 NS
4 r; 12/21/99 <1.0 NS
t
# 03/15/01 2,200 <1.0
10/11/02 2,800 60.0
,�,. Y R is k �.
�,. ` 12/10/03 300 <1.0
f ka
ryy : 08/12/04 >12,000 <1.0
awn 11/21/05 >12,000 <1.0
x Q i
_: ▪ n "'- 09/13/06 >17,000 <2.0
fecl�ol�torm oll }` 05/28/08 6,400 3,728.8 <2.0 22.7 1,000
(colonies100mi prni 10/09/08 1,080 <4
06/05/09 80 4.0' 10/14/09 4 800.0 <4
��'k '" 12/02/09 NA NA
.$i 5 x 4.; � f' 01/21/10 4.0 NA
` 02/09/10 <4 NA --
• . ,37: 4% � " 05/17/10 9 000.0 <1
r ' ! � � 07/27/10 NA NA
�,k • 08/19/10 NA NA
u�, s • M 01/26/11 82.0 <20
"c ▪ ". �F. • 02/28/11 NA NA
▪ G'' 03/03/11 NA NA
r` ter �t`1� 04/26/11 NA NA
�• � k ' ;*# 07/25/11 NA NA
�,* 09/21/11 >16,000 4.0
. , x,. 10/11/11 NA NA
TABLE 2
Stormwater Analytical Results (Sept. 1997-October 2011)
Energizer Battery Manufacturing,Inc.
Landfill Site-Randolph County
# ,.. Laboratory Resuitti '
PARAMETER ITS Date - ..` .# "' Arithmetic --- ,� Arithmetic Benchmark
' s s
f; £F ,;v AutFail ed Mean -14:N* !-, t* MeanConcentrations
, ,, �« O,u ii#1 Outf ll� General Permit
. " y4 a^ .x r., 'i ,�,s .,�P° .tee' .� t a 'f ,# .r> a ,
'X -4� 09/24/97 324.0 NS
°` 12/16/98 117.0 NS
. � 12/21/99 63.0 NS
� �+ 03/15/01 26.8 56.0
; r.� � ' ,:- 10/11/02 258.0 1,270.0
�� � 12/10/03
780.0 315.0
„� 08/12/04 126.0 920.0
r .. tr' 11/21/05 114.0 76.0
a � 09/13/06 150.0 _ 180.0
Total Suspended m 'L . O5/28/08 77.0 484.8 120.0 1,516.4 100
Solids(TSS 10/09/08 22.7 580.0
2 -L i ;
06/05109 357.0 335.0
" - 1, ,'- 10/14/09 72.0 44.5
,'' 12/02/09 97.0 96.0
1. w. 45� 01/21/10
NA 271.0
;, ;. x � 02/09/10 NA 432.0
(�� ti -' � 05/21/10 290.0 1,100.0
07/27/10 NA 3,580.0
,,� 08/19/10 NA 210.0
; , k - * t 01/26/11
510.0 550.0
�� 02/28/11 3,640.0 3,670.0
03/30/11 382.0 415.0
', � s 04/26/11
.,..,47,**-,,
677.0 289.0
r ' � � � 07/25/11 392.0 1,510.0
, 09/21/11 1,000 18 800.0
10/11/11 1,190 58.7
Note:Stormwatersamp/es were not successfully collected in 2007
mg/L=Milligrams per liter NS=Not Sampled
NA=Not Analyzed for this parameter
RESEARCh & ANAlyTICAL Report of Analysis
LAbORATORIES, INC. 6/19/2020
tv- t ANALyi
For: Pyramid Environmental �.J ► .•• +��
503 Industrial Avenue .�`s�11r C 3'
Greensboro, NC 27406 + 'a a. ��
i 11 NC#34 Z;•
w 1 NC#37701 t
Attn: Brett Higgins If, 's, r
+++so.ED AA`1-ossisis ,�.���
Client Sample ID: Weir A Lab Sample ID: 83512-01
Site: Pyramid Environmental Collection Date: 6/16/2020 9:30
Parameter Method Result Units Rep Limit Analyst Analysis Date/Time
COD EPA 410.4 27 mg/L 5 HW 6/17/2020
Fec Coli-MF SM 9222 D-2006 >12000 col/100 ml 1 BJ 6/16/2020 1530
pH SM 4500 H+B-2011 7.78 Std. Units AB 6/16/2020 1702
Total Suspended Solids SM 2450 D-2011 50.4 mg/L 5 AW 6/16/2020
NA=not analyzed
RESEARCIi-& ANAlyTICAl
LABORATORIES, INC. CHAIN OF CUSTODY RECORD
Analytical / Process Consultations
Phone (336) 996-2841
WATER!WASTEWATER MISC.
'yramid Environmental JOB NO. 2020-009.
RESS 503 Industrial Avenue PROJECT Energizer Landfill .; .1
ZIP SAMPL R NAME(PLEASE PRINT) Q O• ,Cr're ° 'b
Greensboro, NC 27406 p (� ��/ } P �p� -\ . b. Qi ,
PHONE S P ER SICA lc ill iaTURE A...„!S-' / 'r O��, Q. i �2 V
iggins 336-335-3174 4 8 0 0 Q 0�`0 0 c,' Q°.
LL '
BER DATE TIME COMP GRAB TEMP RES ;ma �I d O �� Q O Q' Q' Q' `°
LYI SAMPLE LOCATIONILD. '�
'C CI IYaN) (saw)
m 'b 'Y �L � �" ^ � �" y` REQUESTED ANALYSIS
'0(06/21, (956. x w WeirA X X X TSS, pH, COD, &
Fecal Coliform
BY DATElrIME R D B REMARKS:
� %ya
BY , n/QATEIrIME RE El BY CUM,,,(Di @ i te-0t 1 PUtL'�/I�` Ct1-(—__
P t tiv
I SAMPLE TEMPERATURE AT RECEIPT Ill°C
ATTACHMENT D
Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Energy, Mineral and Land Resources General Permit No. NCG120000
Date submitted June 29,2020
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6 SAMPLE COLLECTION YEAR 2020
FACILITY NAME Energizer Landfill SAMPLE PERIOD 0 Jan-June ❑July-Dec
COUNTY Randolph or ❑Monthly. (mot
PERSON COLLECTING SAMPLES Alan McFadden-Pyramid Environmental DISCHARGING TO CLASS ❑ORW ❑HQW ETrout
LABORATORY R&A Laboratories Lab Cert.# 34 ❑Zero-flow ['Water Sup'
Comments on sample collection or analysis: Other class c
PLEASE REMEMBER TO SIGN ON THE I
Part A:Stormwater Benchmarks and Monitoring Results
❑ No discharge this period2
Date Sample 24-hour rainfall Chemical Oxygen Total Suspended
Fecal Coliform F
Outfall No. Collected) amount, Demand Solids
(mo/dd/yr) Inches3 mg/L Colonies per 100 mL mg/L Stands
Benchmarks - - 120 1000 100 or SO4 6.(
Parameter Code - 46529 00340 31616 C0530 OC
Weir A 6/16/2020 1.3 27 >12,000 50.4 7
1 Monthly sampling(instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same
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 rE
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 slim
numerical format. When results are below the applicable limits,they must be reported in the format,"<XX mg/L",where XX is the numerical vale
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:11/1/2018-5/31/2021 SWU-248,last revised
Page lof2
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' 24-hour rainfall amount, Non-Polar Oil&Grease Total Suspended Solids, New Motor or Hydraulic
(mo/dd/yr) Inches3 mg/L mg/L 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 ANY ONE OUTFALL? YES fl NO Q
IF YES,HAVE YOU CONTACTED THE DEMLR REGIONAL OFFICE? YES D NO D
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 perio
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,c
those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complk
am aware that t ere are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations."
`7I 9I2o
Signatur of ermittee Date
Permit Date:11/1/2018-5/31/2021 SWU-248,last revised:
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