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Home My WebLink AboutNCG120006_DMR_20200620 Energiser. Energizer Battery Manufacturing,Inc. 419 Art Bryan Drive Asheboro,N.C.27203 July 10,2020 Mr. Bradley Bennett NC DEQ RECEIVED Water Quality RECEIVE D 1617 Mail Service Center Raleigh,NC 27699-1617 JUL 22 2020 DENR-LAND QUALITY Subject: Stormwater Discharge Outfall Monitoring Report STORMWATER PERMITTING Dear Mr. Bennett: 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 JUNE 2020. 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 June 16th sampling event from Weir A recorded the COD at 27 mg/L and the TSS at 50.4 mg/L,therefore,the June 1 6th sampling event concluded all parameters were below the benchmark concentrations per general permit NCG1200000. Additionally,the sampling event reported a Fecal Coliform value of>12,000 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 Ha 1 Plant Manager cc: Paxton Arthurs—Randolph County Public Works Director Eflergizet Energizer Battery Manufacturing,Inc. 419 Art Bryan Drive Asheboro,N.C.27203 Central Files—Division of Water Quality, Raleigh PYRAMID ENVIRONMENTAL& ENGINEERING, P.C. June 29, 2020 Ms. Julia Bowman Energizer Battery Manufacturing, Inc. 419 Art Bryan Boulevard 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 andLaboratory 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, total suspended solids (TSS), chemical oxygen demand(COD) and pH. In 2019,the NC Division of Water Quality added pH to the list of required parameters for General Permit NCG120000. P.O.Box 16265•Greensboro,NC 27416 503 Industrial Ave•Greensboro,NC 27406 Phone(336)335-3174•Fax(336)691-0648•Toll Free(866)545-9507 Email:Info@pvramidenvironmental.com www.pyramidenvironmental.com 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 mls) 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, . vi ti gr412% 1► NI Brett S.Higgins Project Manager Attachments:A,B, C, and D Energizer Landfill Site—Semi Annual Stormwater Sampling 06/29/20 Pyramid Project#2020-009 2 ATTACHMENT A USG -=TOPOGRAPHIC MAP SITE: COUNTY LAND RD. LOCATION: ASHEBORO, NORTH CAROLINA 1, wa i I .;FAQ' L `� i Central Fill , • • �`_"f 1.- ' t t � t 1 , 7 / ,� l SITE \'-', ,•'% i�; / • i -/ "� ' �-LOCATION 11 •./ 1 L i 9 r ¢ L' c `I+V 1 ) I i ( ,' 64 t i .'2 ✓.. • • •3a� �'` ` • USGS IDENTIFICATION SCALES USGS 7.5 ASHEBORO/RANDLEMAN, NC 1/2 0 1 MINUTE MAP ORIGINAL DATE: 1970/1970 MILES: PHOTOREVISION 1981/1981 DATE: 1000 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 MAP OF: MAGNETIC �Rg1�� ti — —— UNIMPROVED ROAD NORTH NORTH CAROLING, v�A~ rm■ „�� m_. O STATE ROAD ilailt �m�111111 r �� Lakt U.S. 11%7.'-*741" o ROUTES' — COUNTY: A4f RNDOLPH 'i*VA C) INTERSTATE ROUTE • APPROXIMATE SITE LOCATION '°'°ENERGIZER BATTERY "` I°"" °" KAM I NOTES .A0r nrrarx 1"=2000' I omc 1`. BSH I TOPOGW,P}fC YAP USED W THISGNAW IS WIPED,WOOD MC ENERGIZER LANDFILL PYRAM I D �� 112g 05 [' R 1 °� m ASHEBORO I NORTH CAROLINA / / I STORNWATER I ENVIRONMENTAL&ENGINEERING,P.C. TOPOGRAPHIC MAP UGs Po 1ARP ACCUR,CY nNATIONAL .. .., *1. Energizer Landfill . ., . . • - , -,, County Land Road, Asheboro, NC ,...... .. . . - 0. . .. 0 . • o .0 - . ---. .,,.'...,....:. . . . ,.... . . .. ,. . .-. .... . . . . .,...-... . , . . .:,„ f-444i,!,-c.r:cie:..-,:. '•- ,.:--5. -.. .-,.4.v...‘5;4";,.0*-'!. :4....•:-... : :: - • .. , ,...„. .. . - . .''''...:.:::"..-_.- . -, -:. -;,.#-: .`. ..4- 4'.''' . .• ' "..-. • 4'.- '.,.'''- . - li.4.•-, :..:y . .0,,v.....'.1.:- , ,...,-...s.•., -1. . I , \ ....„.•....mob. %.........' I I I I . I I , Cell #2 • It': 1; ':'-1. ' -•.,l'44.'•:',.. '''." ...,.. / • ,i.t.,:kik.'4, e""- ' • ' II , . .-, .... . 'f A,•-'4 • • .• 1 ' '.. . .,'J1 '',..,:..rf. ,.,- I 1 - P. 1• / .,' .-..: ...:L:':`,,-,......4:;.t -:' ,;-. .':.•-•••, -. ". --—',.'-;. F.„.._;i4r:4,.;2- .' sf'''• I r IV .Af. , ;' 1 -11.::. s-e'.... • -' -,, ...•.,:o:.,-,... 47.— , ..,,,...;..Nr,...f -I-.. ; .' :,,t1 Iirt.s: '•' I - -' .. . , ...,., / .:: ,••• • , - I , ... ,. 7 ---.. :- -.. .• Retention Pond . ‘ : _ '--:,,,,-- ./:.- -;. , s------,', , , , • 4-S..'"A,:,... .- .:.,- •,.. ‘• i /........., h, '.. .t:%''. '..- ' • :trid.4,I• - . 1 . i . fitj:••• 1 '2...,'.4.' , . / •I'• ••• , ••• t;S••4. Ir.:1..V1:7 ....•.*:.. il.' -'''.4k ' .•• i I ' .'' '...-.44r . • : • ,I r •,; 'cii44 ...'IL.*., . . / ' 4''' 4.SliT•! .'. ..4* ' • ..3:."‘•. ,,.• 0'7•.•:!. •••:••-4`.:1•1‘,r- ,:1 ir,-.••::;?-t -. - • • 10,-.....;,..0.41,.0t. . .. . I 1 ;"...:.:::: ''''' ' ' : . : Cell #1 , • ,f1 a , `..,. s:k•'ti- , I • _ „ - - - , ; : / . . .- I -. i , I 1 1 IELCIIII . / Weir A I. • . ...-- •_,.. ......... '...".....:t...... . .,14..mr,„,_....u....,..,. .. . . . ..,. .., .. .. 77., '- • ,, r... . .. - ? -..... .... • "' ' ,.-7.-;..•:•:,.. • ..7.2"i - ---- ic, ' 0'.'" ''. " ::'-- ...-.:-4• , - ...-^•"...-r;. ••' .'''..:'''''..•''. ..., ...., • ,..._ , •••• •' ••• '...•. 4kc:'''.i%' :, ••••..". ' Unnamed tributary to - T.:...., 74./....1 • ,.. .i„.:,.#•:,, .;,t-, p River . , .. . . „ / •6...v.,-...„,,M, ''", ,,,..7 .„..,„, .:- :...• . „,_, . ..i, , 4• - . ...(,' ' t* -",.r,'•• t;C:.,-;•. -....4 '4-.71-- t''',41.7?-70•:ie,‘ - - ' Milifig •--- . ._ • . ..., • A Google Earth Date of Aerial Photography:April 2017 N • ''_,2017 Google I 200 ft ATTACHMENT B ArA NCDffirt Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this form,please visit: http://portal.ncdenr.org/web/wq/ws/suJnpdessw#tab-4 Permit No.: Ni/.C/G/1 /2/0/0/ 0/0/ or Certificate of Coverage No.: LV/E/L/1 /2/ 0/0/0/6/ Facility Name: Energizer Landfill at Randolph County Landfill County: Randolph n ; Phone No. 336-672-4556 Inspector: AI CI k •Pq ri'ttej:1 Date of Inspection: 6 (� 2t Time of Inspection: O :1+0 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 j 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) 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 discharge using basic colors (red,brown,blue,etc.) and tint (light,medium,dark) as descriptors: b i ak J(k y I i_ca hk 3. Odor: Describe any distinct odors t at the discha ge may have (i.e.,smells strongly of oil, weak chlorine odor,etc.): 116 Qd0 fir` owserverA 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 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 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 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 -2020) Energizer Battery Manufacturing,Inc. Landfill Site-Randolph County,NC Laboratory Results PARAMETER UNITS Date Benchmark Arithmetic Weir A Concentration per Mean General Permit NCG120000 11/29/11 31.0 Chemical Oxygen mg/L 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 01/10/14 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 Coliform col/ 12/07/11 NA (Colonies/100m1) 100m1 01/11/12 16 1,000 2,830.8 04/26/12 NA 09/18/12 >12,000 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 12/06/16 211 04/24/17 2400 _ 12/20/17 31 Page 1 of 2 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 General Permit NCG120000 02/07/18 460 Fecal Coliform col/ 10/11/18 8,600 (Colonies/100m1) 100m1 04/05/19 1,120 1,000 2,830.8 12/13/19 1,800 06/16/20 >12,000 11/29/11 598.0 Total Suspended mglL 12/07/11 690.0 Solids (TSS) 01/11/12 189.0 100 151.6 04/26/12 724.0 09/18/12 266.0 10/15/12 30.4 01/14113 62.0 02/19/13 18.0 10/07/13 18.0 01/10/14 53.0 10/15/14 37.0 03/05/15 47.7 10/28/15 14.4 05/17/16 33.6 12/06/16 12.6 04/25/17 20.8 12/20/17 233.0 02/07/18 14.2 10/11/18 13.0 04/05/19 87.2 12/13/19 21.2 06/16/20 50.4 04/05/19 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 In 2019 the NC DWQ added pH as a required parameter for General Permit NCG120000 Page 2 of 2 TABLE 2 Stormwater Analytical Results (Sept. 1997 -October 2011) Energizer Battery Manufacturing, Inc. Landfill Site-Randolph County Laboratory Results PARAMETER UNITS Date Arithmetic Arithmetic Benchmark Outfall#01 Mean Outfall#02 Mean Concentrations Outfall#1 Outfall#2 (General Permit NCG120000) 09/24/97 96.0 NS 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 12/10/03 304.0 384.0 08/12/04 373.0 268.0 11/21/05 71.0 515.0 09/13/06 140.0 170.0 Chemical Oxygen mg/L 05/28/08 190.0 222.6 430.0 656.3 120 Demand(COD) 10/09/08 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 05/17/10 463.0 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 09/21/11 737 135.0 10/11/11 NA 336.0 1 TABLE 2 Stormwater Analytical Results (Sept. 1997 -October 2011) Energizer Battery Manufacturing,Inc. Landfill Site-Randolph County Laboratory Results PARAMETER UNITS Date Arithmetic Arithmetic Benchmark Outfall#01 Mean Outfall#02 Mean Concentrations Outfall#1 Outfall#2 (General Permit NCG120000) 09/24/97 6,000 NS _ 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 11/21/05 >12,000 <1.0 09/13/06 >17,000 <2.0 Fecal Coliform col/ 05/28/08 6,400 3,728.8 <2.0 22.7 1,000 (Colonies/100m1) 100m1 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 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 09/21/11 >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 Laboratory Results PARAMETER UNITS Date Arithmetic Arithmetic Benchmark Outfall#01 Mean Outfall#02 Mean Concentrations Outfall#1 Outfall#2 (General Permit NCG120000) 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 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 Total Suspended mg/L 05/28/08 77.0 484.8 120.0 1,516.4 100 Solids (TSS) 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 07/27/10 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 07/25/11 392.0 1,510.0 09/21/11 1,000 18,800.0 10/11/11 1,190 58.7 Note:Storm water samples were not successfully collected in 2007 mg/L=Milligrams per liter NS=Not Sampled NA=Not Analyzed for this parameter 3 A, RESEARCH & ANALyTICAL Report of Analysis LAbORATORIES, INC. 6/19/2020 0011l uii4i J•o`G�`b• AN+1A )7)„"1�i For: Pyramid Environmental .`�� , •�C•..,.i $ 503 Industrial Avenue `3;•;;ki e.. Greensboro, NC 27406 E i.9osin: . :op NC#34 Z;• rr• NC#37701 : C Attn: Brett Higgins : : i ♦:r,C� 7RECt0P,1c,$ �s �1ED AN��►%* 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 P.O.Box 473 106 Short Street Kernersville,North Carolina 27284 Tel:336-996-2841 Fax:336-996-0326 www.randalabs.com Page 1 Cal qo2 "atiiC v id c- RESEARCI-I & ANAlyTICAl Ai LABORATORIES, INC. • CHAIN OF CUSTODY RECORD , Analytical / Process Consultations y Phone 1336) 996-2841 WATER/WASTEWATER MISC. COMPANY JOB NO. Pyramid Environmental 2020-009 �� o, STREET ADDRESS z y O' PROJECT Energizer Landfill �' s� ��503 Industrial Avenue g � �� h� o, ` CITY,STATE,ZIP a, U" iv ey SAMPLER NAME(PLEASE PRINT) Q O` r� �� Greensboro, NC 27406 �— } � � Q� ��a ? Al+ I! 111c i firiC1P{,/ 11.1 I 0. ?''ji.p '', Z, o`4' 0 CONTACT PHONE SAMPLER SIGNATURE O�Off' ~e. o' Q. Q� Brett Higgins 336-335-3174 ,"��y1-_�—' m �, Q m Q' ` Q. SAMPLE NUMBER cHior�Ne //I/Li' � / 1- ' 14.7}�� o O of O C� Q�Q�Q�DATE TIME COUP GRAD TEMP REI �,,o o ,� d tiv ° �4 �o Q . . . . ��° REQUESTED ANALYSIS (LAB USE ONLY) C CI (vvN7 (saw) SAMPLE LOCATION1I.D. = r, ry ti ., ^ h S I(9--(-),(/q2L cri5 . x W Weir A X X X TSS, pH. COD, & Fecal Coliform • R LINQUISHED BY DATEITIME Fpelt,D B REMARKS: _ n RE QUIS� D BY � ��DAT IME� RE EIVE[)BY --_ � . , U eV' V t Q.,{A v v-91,A vt_ &pi-c-I? c�� 1 SAMPLE TEMPERATURE AT RECEIPT 1� °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 I.I Jan-June n July-Dec COUNTY Randolph or I I Monthly' (month) PERSON COLLECTING SAMPLES Alan McFadden-Pyramid Environmental DISCHARGING TO CLASS I IORW HQW I (Trout I—IPNA LABORATORY RSA Laboratories Lab Cert.# 34 Zero-flow Water Supply I ISA Comments on sample collection or analysis: III Other Class C PLEASE REMEMBER TO SIGN ON THE REVERSE - Part A: Stormwater Benchmarks and Monitoring Results No discharge this period2 • Date Sample 24-hour rainfall Chemical Oxygen Total Suspended 1 Fecal Coliform Solids pH, Outfall No. Collected amount, Demand (mo/dd/yr) Inches3 mg/L Colonies per 100 mL mg/L Standard Units Benchmarks _ - 120 1000 100 or 504 6.0-9.0 Parameter Code - 46529 00340 31616 C0530 00400 Weir A 6/16/2020 1.3 27 >12,000 50.4 7.78 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 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 ">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 11/1/2018 Page 1 of 2 Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month. I No discharge this period' Outfall No. Date Sample Collected' 24-hour rainfall amount, Non-Polar Oil&Grease Total Suspended Solids, New Motor or Hydraulic Oil Usage, (mo/dd/yr) Inches3 mg/L mg/L gal/mon Benchmarks - - 15 100 or SO' - Parameter Code - 46529 00552 CO530 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 Q NO E IF YES,HAVE YOU CONTACTED THE DEMLR REGIONAL OFFICE? YES fl NO Q 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 that there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations." // --2 (9 ("Lo SignatureIof Permittee Date Permit Date: 11/1/2018-5/31/2021 SWU-248, last revised 11/1/2018 Page 2 of 2