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HomeMy WebLinkAboutNCS000562_NOV Response_20200921Kobus de Wet VP & General Manager —AZP AZRZINCAMERICAN RECYCLING Mooresks Grove Road T828-919-3160 kdewet@azr.com Mooresboro, NC 28114 kdewet@azr.com Delivering a Sustainable Future September 17, 2020 Stanley E. Aiken, PE Regional Engineer —Land Quality Section Asheville Regional Office Division of Energy, Mineral and Land Resources, NCDEQ 2090 U.S. 7 Highway Swannanoa, NC 28778 Received RE: NOTICE OF VIOLATION [NOV-2020-PC-0369) American Zinc Products, LLC SEP 2 1 2020 NPDES Individual Stormwater Permit NCS000562 Rutherford County, North Carolina Land Quality Section Asheville Mr. Aiken, American Zinc Products LLC ("AZP") received your Notice of Violation ("NOV"), dated August 18, 2020, including the Compliance Inspection Report (the "Inspection Report") from Mr. Isaiah Reed's July 1, 2020 stormwater inspection ("the inspection") of the AZP facility in Mooresboro, North Carolina (the "Facility"). This letter provides AZP's written response to the alleged violations described in the NOV. Information in response to each of the alleged violations and the required actions is provided below, following each of the alleged violations and actions noted from the NOV and provided in bold print. 1) Stormwater Pollution Plan (SWPPP) The provided site plan was found to be incomplete and lacked requirements found in Part II, Section A, 1(c) of the Permit. An evaluation of the site plan from the SWPPP was performed to identify and include areas of the property and related storm water facilities, as described in the Permit, that were inaccurate or missing. As a result, several surface drains locations shown on the map were added to the map. Although some drains were added to the map, which were installed as a result of recent renovation work, the overall flow of stormwater from the areas where drains were included remained the same. Attached is a revised site plan which includes revisions that were made. 2) Analytical Monitoring Analytical monitoring has not been conducted and recorded in accordance with permit requirements found in Part II, Section,B, Tier 1, Tier 2, and Tier 3 response actions." The effective date of the current permit is April 30, 2018. This permit was issued while the plant was shut down and the zinc production process was idled. Section B, Table 2, Footnote 1 of the permit reads "The date on which the plant begins zinc production, the permittee shall maintain quarterly monitoring until either another permit is issued for this facility or until this permit is revoked or rescinded". Furthermore, Footnote 2 of Table 2 provides that "permittee need not sample for the listed monitoring period until the facility comes into operation". Zinc production at the facility commenced on March 3, 2020. The first quarter monitored after commencement of zinc production was the second quarter 2020. Since the second quarter 2020, the permit requirements have been maintained, and quarterly monitoring has been maintained in accordance with the permit. 3) Secondary Containment Secondary containment has not been provided and maintained in accordance with Part II, Section A, 2(b) of the Permit The Inspection Report references secondary containment in three areas. Each of the areas are identified below, followed by AZP information. • Secondary Containment was not provided for an above ground container located next to the office building This above ground container is a double walled polyethylene SAFE - tank Assembly located within a curbed containment area. The inner tank capacity is 2,500 gallons. The outer tank capacity, including the volume of the inner tank, is 3,125 gallons. The capacity of the annular space surrounding the inner tank, the inherent tank containment capacity, is 608 gallons. By procedure, this tank is operated in a manner that precludes the liquid volume from exceeding the containment capacity of the SAFE —tank Assembly system. The procedure calls for the tank to be emptied daily. As such, 250 to 400 gallons of liquid is recovered from the tank daily for use in process. The facility has maintained liquid in the tank at volumes less than the inherent capacity of the Safe —tank Assembly system. An as built diagram of the tank is attached. • Secondary Containment for hazardous waste storage was damaged and cracked Repairs to noted damaged and cracked areas of the hazardous waste storage pad have been completed. Secondary Containment for solids storage located at the basin one was found to be incorrectly installed The secondary containment system for the solids storage containers that were temporarily staged at Basin 1 was immediately addressed. Amendments to the secondary containment system for roll off containers were completed on the day following the inspection, July 2, 2020. Tier 3 Required Actions In accordance with Part II, Section B, Tier 3 requirements, the permittee is required to conduct analytical monitoring, for all parameters, at the inlet to Basin 1 where the stormwater pipe discharges to the energy dissipator. The monitoring shall occur at a minimum of once every seven (7) calendar days to begin on the date of receipt of this Notice. Be advised that this monitoring shall be done separately and in addition to the investigative monitoring conducted pursuant to Tier 2 response actions. According to the permit, as provided in the Footnotes to Table 1, grab samples are to be collected at each stormwater discharge outfall (SDO). SDO 01 is representative of the contribution of existing stormwater flows from the site to the Broad River. By definition in the permit the SDO is "the point of departure of stormwater from a discernible, confined, or discrete conveyance, including but not limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection areas, from which stormwater flows directly or indirectly into waters of the State of North Carolina." The permitted SDO, SDO 01, for the AZP site is, and always has been, located at the discharge point where water from Basin 1 is discharged and enters the Broad River. Basin 1 is operated as a sedimentation basin for management of stormwater from the site for removal of sediment from stormwater before discharge to the Broad River. Stormwater samples for discharge monitoring are collected at the permitted SDO 01 during measurable storm events that result in actual discharge to the Broad River, as stated in the permit, and not from a point located at the inlet to Basin 1 as described in the NOV. As described in information provided under item 2) above, AZP commenced required maintenance of quarterly monitoring in the second quarter of 2020. Based on the date zinc production commenced, March 3, 2020, the facility would have had one monitored quarter completed on July 1, 2020, with the third quarter 2020 being the second consecutive quarter in which monitoring was required. As such, as of the date of the inspection (July 1, 2020) and the NOV letter (August 18, 2020) the facility had not completed monitoring for the second quarter following commencement of zinc production. Therefore, according to Footnotes 1 and 2 for Table 2 of the permit, AZP believes that as of August 18, 2020 the facility was required to perform monitoring under Tier 1. Nevertheless, sampling and analysis of water discharged to the Broad River, as suggested in the NOV letter, has been performed. Samples were collected as investigatory monitoring at the permitted SDO during dry periods, i.e. not during a measurable storm event. This monitoring is separate from other stormwater discharge monitoring required by the permit. AZP will notify the Department and perform stormwater discharge monitoring as required in the permit. If you have any questions or would like to discuss these matters further, please contact me or Tim Basilone, Vice President Environmental Affairs, at 724-773-2223. Respectfully, Ko Zet cc T. Basilone, AZR Enclosures NON -CONTROLLED COPY INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE VERIFY REV LEVEL OF PAPER COPY WITH REV LEVEL ON PPC WEB SITE �'br A MOLDED -IN 245' LADDER ATTACHMENT A LUG —270,_ TYP (2) PL 220• i � \"��o� 320• \ I / \ Y-2 1/4' // /I II 180• — + 0• n 11 / I STANDARD COVER, 140• 40. 17' CAP/BUTTRESS THR'D BLACK PE _ STOCK NO. 4558 115• 90, I I I I I I I I I SEE DETAILS Zr I I ,i I NOTE, IA LUGS AND RUNWAYS o Q' ROTATED INTO VIEW FOR CLARITY, SEE PLAN VIEW FOR I I DEGREE LOCATIONS. I NOTE: I I MUST USE FLEXIBLE CONNECTIONS ALL Ir LOWER IOEWALL FITTINGS 8'-0' OD SEP 21 2020 Land Quality Section 0 LIP DETAIL LIP ➢ETAIL AT LUG SCALE- 1 1/2' = F-0' SCALE, 1 1/2' = V-0 NOTES, 1, THIS IS A COMPUTER GENERATED DWG. DO NOT REVISE BY HAND, 2. DIMENSIONS WILL VARY t3% DUE TO VARIATIONS IN MULTIPLE MOLDS & CONDITIONS PREVALENT DURING MANUFACTURE & USAGE. 3. FOR INNER TANK DTLS SEE COMPUTER FILE NO. 12002500 TITLE '2500 GALLON INNER SAFE-Tn .' FOR OUTER TANK ➢TLS SEE COMPUTER FILE NO. 12103100, TITLE '2500 GALLON OUTER SAFE-TANK/2500 OPEN TOP TANK'. CALCULATED CAPACITIES/ VOLUME IN U.S. GALLONS TANK ➢ESIGN CA DOME VOL OTAL VO INNER SIGN ME 27L CONFIDENTIAL PROPERTY OF OUTER 2517 N/A 3125 POLY PROCESSING COMPANY NOT FOR REPRINT OR USE WITHOUT PERMISSION TLE 2500 GALLON SAFE -TANK ASSEMBLY Cen4aIR len IML r� H. HARPER 09/13/19 POLLYPROC,ESSIING ru ' J. BRANTLEY COMSHEET CI•PIRER FILE REV 1 OF 1 SAFE-A-02500 D -rn -CBd ICJ :t;a+ expo ) W— q lsx (BSI dxx 4 \. 11 �O-.g'V \�\\\1] (sq )x C(5) (sl Was l5 )LBd119A Y \ �.P Zi cswc6e5z B \ \r c6ss ((557) / RROB (9X) \ Co \\\ RRCB to 1\ YHIB ' \� EX MHlL/� aI 9 - \ ow) ux/s (sX) ♦ cBNv.. � - \ \ 1 ) .�LBd35C r-C8i35 CBdT2j y / �•J MNPe \ cfinl ^YX "� I E% CBdY I RRCB 18 k4 \ ..RRCB-5 (III C RRCBTIIOB C8d25, CBiJB kE% CBp2_ MHd24 ` ".(• k. �MHd23 �� �. � . 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