Loading...
HomeMy WebLinkAboutNCS000562_HISTORICAL WITH APPLICATION_20180215----STORIVIINATER-DIVISION-CODING SKEET " - PERMIT NO. CS Op DOC TYPE [I FINAL PERMIT � MONITORING INFO tAPPLICATI- 0PlIANCE 0 OTHER DOC DATE ❑ �-01$01 IS YYYYM M DD Energy, Mineral & Land Resources ENVIRONMENTAL QUALITY February 15, 2018 Mr. Robert D. WilIiamson American Zinc Products, LLC 484 Hicks Grove Rd Mooresboro, NC 28114 ROY COOPER Governor MICHAEL S. REGAN Secretary WILLIAM E. (TOBY) VINSON, JR. Interim Director Subject: NPDES Stormwater Permit Renewal American Zinc Products, LLC NPDES Individual Permit No. NCS000562 Rutherford County Dear Mr. Williamson: Your facility is currently covered for stormwater discharge under NPDES Individual Permit NCS000562. This permit expires on March 31, 2018. To assure consideration for continuing coverage under your permit, you must apply to the Division of Energy, Mineral and Land Resources (DEMLR) for renewal of your permit. Enclosed you will find a permit Renewal Application Form, Supplemental Information request, and a Stormwater Pollution Prevention Plan Certification for your facility. You can also find this information on our website: https://deg.nc.gov/about/divisions/energy-mineral-land-resources/npdes-industrial- stormwater. Submitting the application form along with the requested supplemental information will constitute your application for renewal of this permit. Until your permit renewal is completed and you receive a new permit, please continue to comply with all conditions and monitoring requirements in your expired NPDES stormwater permit. Please submit the application and supplemental information to DEMLR by March 31, 2018. Discharge of stormwater without coverage under a valid stormwater NPDES permit constitutes a violation of N.C. General Statute 143-215.1 and may result in the assessment of civil penalties up to $25,000 per day. State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources 512 N. Salisbury Street 1 l612 Mail Service Center I Raleigh, North Carolina 27699-1612 9l9 707 9200 If you have any questions concerning this permit renewal, please contact Julie Ventaloro at telephone number (919) 807-6370 or by email julie.ventaloro@ncdenr.gov. Sincerely, 9 . C Annette Lucas, Supervisor Stormwater Permitting Program cc: Central Files Stormwater Permitting Program Files State of North Carolina Environmental quality I Energy, Mineral and Land Resources 512 N. Salisbury Street 116t2 Mail Service Center i Raleigh, North Carolina 27699-1612 919 707 9200 Ad— �v V AMERICAN 1� RZINC RECYCLING Su to 405 Steubenville Pike www.azr.co Delivering a Sustainable Future Pittsburgh, PA 15205 NC DIVISION OF ENERGY MINERAL AND LAND RESOURCES ATTN: STORMWATER BILLING RALEIGH, NC 27699-1612 May 1, 2017 Re: Change in Names of Horsehead Corporation and Horsehead Metal Products, LLC Dear Valued Supplier, R8ce1w: 0 NAY �7�t1lfi1>''V ~ On May 1, 2017, Horsehead Corporation and Horsehead Metal Products, LLC changed their corporate names to "American Zinc Recycling Corp." and "American Zinc Products LLC", respectively. Please note these name changes in your records and change your documentation to be sent to us accordingly. For each company, this is only a name change, and the business entity otherwise is unaffected, as are our existing contractual relationships. There is no assignment or transfer of these agreements, merely a change in our companies' names. On the same date, the parent holding company, Horsehead Holding LLC, changed its name to "American Zinc Recycling LLC". As with the change in the name of Horsehead Corporation and Horsehead Metal Products, LLC, this is only a change in the name, and not a change in the entity or a transfer of any of its obligations or rights. Please note that documentation, labeling, or purchase or sales forms may be sent to you that include or reference the prior name, until we have completed switching out all such documentation for the name changeovers. However, any documentation, labeling, or purchase or sales forms we send that include or reference the prior name shall continue to be binding notwithstanding these name changes. Wayne Isaacs Chief Executive Officer , American Zinc Recycling Corp. 0 i Aiken, Stan IE From: Aiken, Stan E Sent: Wednesday, February 14, 2018 10:36 AM To: Riddle, Rick L Subject: FW: Horsehead storm water/ waste water permit renewal Attachments: DRAFT NPDES NCS000562 American Zinc Products (formerly Horsehead) 8.19.2015.docx Rick, I have reviewed the attached draft permit and concur with the revised language and requirements. Should you have any questions or require further information, please advise. Thank you for your help in this matter. Thank You, Stanley E Aiken Regional Engineer Land Quality Section North Carolina Department of Environmental Quality 828 296-4500 main 828 296-4610 office stars. aikentancdenr. gov 2090 US70 Highway Swannanoa, NC 28778-8211 +`: �Notfiing Compares--, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Randall, Mike Sent: Saturday, August 19, 2017 9:02 AM To: Aiken, Stan E <stan.aiken@ncdenr.gov> Subject: RE: Horsehead storm water/ waste water permit renewal Stan I'll be out of the office until August 24. Attached is the final draft. I doubt that the they can add anything before I retire that would suggest we should modify the attached draft any further. We will still need to evaluate their SPPP and any written inspection and maintenance plans. That may shed further light. Unless they can provide additional information and/or clarification in the next few weeks, my recommendation is to reissue the permit and let them challenge it if they have objections. The permit can always be modified later if they can provide further information and/or clarification. Mike Randall Stormwater Permitting Program NC Division of Energy, Mineral and Land Resources (DEMLR) Land Quality Section Stormwater Permitting 1612 Mail Service Center Raleigh, NC 27699-1612 Office: 919-807-6374 Cell: 919-389-7801 Email correspondence to and from this address may be subject to public records laws Initial response to comments Proposed language "SDO 01 is representative of the contribution of existing stormwater flows from the site, OR61 dine the po„asTR the SX aFea . Proposed additional language in Part II Section A (2)(b) "Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage of liquid materials including petroleum products; any amount of Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water priority chemicals; any amount of hazardous substances, and/or any amount of process makeup including the process ponds in the SX area., Proposed additional language in Part 11 Section A (2)(c) and (d) "In lieu of providing secondary containment for the process ponds in the SX area, the permittee may provide for additional storage for the 25 year-24 hour storm event (5.72-6.70) plus one foot of free board." "The permittee shall provide annual certification of the integrity of all bulk storage tanks and/or lined storage of liquid materials including petroleum products; any amount of Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water priority chemicals; any amount of hazardous substances, and/or including the process ponds in the SX area." Proposed additional language in Part II Section A (4) "Any stormwater control measures that collects sediment shaft be designed to hold one foot of sediment, plus the 25 year-24 hour storm event (5.72-6.70) plus one foot of free board for 2 to 5 days. All such stormwater control measures shall be cleaned out when the sediment exceeds one foot. All hazardous waste determination records and dispose records shall be maintained on site for five years." 0 From: James D. Harris [mailto:jharris@azr.com] Sent: Thursday, August 17, 2017 4:25 PM To: Aiken, Stan E <stan.aikenf ncdenr.gov>; Randall, Mike <mike.randall@ncden_r.gov> Cc: Riddle, Rick L <rick.riddle@ncdenr.gov> Subject: FW: Horsehead storm water/ waste water permit renewal I recommend the following change to the wordage on page 5 of the draft permit. Currently the draft permit contains this sentence: "SDO 01 is representative of the contribution of existing stormwater flows from the site, including the ponds in the SX area." Please change this sentence to state: "SDO 01 is representative of the contribution of existing stormwater flows from the site, including the stormwater ponds in the SX area." There are process related ponds in the SX area that are not allowed to flow to the SDO 01. Only stormwater should be allowed to flow to SDO 01. Thanks, Jim Harris From: Randall, Mike [ma ilto:mike. randall@ncdenr.gov] Sent: Thursday, June 29, 2017 1:48 PM To: James D. Harris Cc: Riddle, Rick L Subject: FW: Horsehead storm water/ waste water permit renewal Jim All stormwater and NPDES permit modifications related to Horsehead are on hold (see email thread below). That being said I attached the DRAFT permit for your review and comment. I have not received any comment from the RO — there may be additional comments and request from the RO. I suspect the RO will hold their comments per Brent Burch, Compliance Branch Head with the Hazardous Waste Section. Mike From: Burch, Brent Sent: Tuesday, June 27, 2017 2:03 PM To: Davidson, Landon <landon.davidson@ncdenr.gov>; Randall, Mike <mike.randall@ncdenr.gov> Cc: Woosley, Julie <iulie.woosle ncdenr. ov>; Aiken, Stan E <stan.aiken@ncdenr.gov>; Morris, Sean <sean.morris ncdenr. ov>; Menzel, Jeff <jeff.menzel@ncdenr.gov> Subject: FW: Horsehead storm water/ waste water permit renewal Hi Landon and Mike, The Hazardous Waste Section is requesting that DEMLR and DWR put all stormwater and NPDES permit modifications related to Horsehead on hold until we can determine what impact, if any, those modifications may have on our regulatory jurisdiction related to a joint HWS/EPA January sampling event. As both of you may be aware, 9 of 15 sample results came back exceeding hazardous waste limits for one or more constituents including lead, cadmium, chromium or silver. All 9 areas are, or could be, related to stormwater management or regulated discharges. HWS will be having a conference call this Thursday with Horsehead and EPA to discuss the sampling results. Additionally, HWS continues to work with EPA to establish a plan of action to address both our concerns at the 0 0 site. I know all of our programs have responsibilities to respond to our customers in a timely manner, so if we need to reach out to DEMLR or DWR staff at the Division level we would be happy to do so. Please let me know if you have any questions, concerns or thoughts on moving forward. I would be happy to set up a conference call where we can all discuss this in more detail internally if that is preferred. Thanks... Brent Brent G. Burch Compliance Branch Head Hazardous Waste Section Division of Waste Management 828 321 9585 office 919 270 2049 mobile Brent. Burch@ncdenr.gov PO Box 1427 Andrews, NC 28901 �INothing Compares.. -,- Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Menzel, Jeff Sent: Friday, June 23, 2017 3:58 PM To: Burch, Brent <brent.burch@ncdenr.gov>; Morris, Sean <sean.morris@ncdenr.gov> Subject: Horsehead storm water/ waste water permit renewal Sean and Brent, After reviewing the current draft of Storm Water permit NC5000562 for American Zinc Products LLC (former Horsehead Metals), I would like to request that this draft and any other NPDES permit be placed on hold. The current storm water permit does not expire until March 2018 and I feel that any analytical data available along with observations made by HWS during site visits staff be conveyed to DEMLR/DWR before any subsequent permits are issued. This facility, in its shorts life span, has had numerous spills of hazardous material with the primary conveyance being the storm water/wastewater systems. There are NPDES permits issued for both. The facility has asked for DEQ's input during their current engineering phase prior to starting operations again in 2018. To facilitate a beneficial response to the facility I think it is prudent that the various Division's share information or concerns regarding permit requirements or applicable regulations. E If you need any additional information or supporting documentation for this request I will be happy to provide that. Thanks, Jeff Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 41.9 5034 office 919 270 1967 cell Jeff.menzel@ncdenr.gov PO Sox 117 Black Mountain, NC 28711 nothing Compares--,, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. NCS000562 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina Gene" Zraltatute 143-215.1, other lawful standards and regulations promulgated and adopted by,the'North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, American -Zinc ',Products LLC is herebyauthorized to dischl r e`storm ater from a facility located at � \ tY Ameri�cZinc Products LLC 484,Hicks Grove Road •esboro, North Carolina Rutherford County to receiving waters designated as the Broad River, a class C water in the Broad River Basin, in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in Parts 1, II, 111, and IV hereof. This permit shall become effective [DATE]. This permit and the authorization to discharge shall expire at midnight on [DATE]. Signed this day [DATE]. for Tracy E. Davis, P.E., CPM, Director Division of Energy, Mineral and Land Resources By the Authority of the Environmental Management Commission Permit No. NCS000562 PART Section A: Section B: Section C: PART II Section A: Section B: Section C: TABLE OF CONTENTS INTRODUCTION Individual Permit Coverage Permitted Activities Location Map MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES Stormwater Pollution Prevention Plan \ % Analytical Monitoring Requirements Qualitative Monitoring Requirements �� A /� PART III STANDARD COND,ITION'FOR NPDES STORMWATER INDIVIDUAL PERMITS Section A: Compliance and-L'iabi p _ �Y s 1. Compliance Schedule 2. Duty to Comply 3. Duty -to -Mitigate 4. Civil and Criminal Liability 5. Oil and Hazardous Substance Liability 6. Property Rights 7. Severability 8. Duty to Provide Information 9. Penalties for Tampering 10. Penalties for Falsification of Reports 11. Onshore or Offshore Construction 12. Duty to Reapply Section B: General Conditions 1. Permit Expiration 2. Transfers 3. Signatory Requirements 4. Permit Modification, Revocation and Reissuance, or Termination S. Permit Actions 6. Annual Administering and Compliance Monitoring Fee Requirements E 0 Permit No. NCS000562 Section C: Section D: Section E: PART IV Operation and Maintenance of Pollution Controls 1. Proper Operation and Maintenance 2. Need to Halt or Reduce Not a Defense 3. Bypassing of Stormwater Control Facilities Monitoring and Records 1. 2. 3. 4. 5. 6. 7. Representative Sampling Recording Results Flow Measur^~„^„�, Test Proced Representa Records Ref Inspection < Reporting Requirer 1. 2. 3. 4. S. 6. 7. 8. 9. 10 11 Discharge N Submitting Availability Non-Stormwater,ll2scnarges Planned Changes v Anticipated Noncompliance Spills Bypass Twenty-four Hour Reporting Other Noncompliance Other Information DEFINITIONS ni Permit No. NCS000562 PART I INTRODUCTION SECTION A: INDIVIDUAL PERMIT COVERAGE During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge stormwater associated with industrial activity. Such discharges shall be controlled, limited and monitored as specified in this permit. If industrial materials and activities are not exposed to precipitation or runoff as described in 40 CFR §122.26(g), the facility may qualify for a No Exposure Exclusion from NPDES stormwater discharge permit requirements. Any owner or operator wishing to obtain a No Exposure Exclusion must submit a No Exposure Certification Notice of Intent (N01) form to the Division; must receive approval by the Division; must,maintain no exposure conditions unless authorized to discharge under a valid NPDES stormwater permit; and must recertify the No Exposure Exclusion annually. SECTION B: PERMITTED ACTIVITIES Until this permit expires or is m-odified`or revoked, the permittee is authorized to discharge stormwater to the surface waters of North,Carolina or separate storm sewer system that l has been adequately treated and=managed,in accordance with the terms and conditions of this permit. All stormwater discharges shall be in accordance with the conditions of this permit. Any other point source discharge to surface waters of the state is prohibited unless it is an allowable non-stormwater discharge or is covered by another permit, authorization, or approval. The stormwater discharges allowed by this permit shall not cause or contribute to violations of Water Quality Standards. This permit does not relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. Part 1 Page 1 of 2 0 Permit No. NCS000562 SECTION C: LOCATION MAP American Zinc Products LLC �i J Part 1 Page 2 of 2 Permit No. NCS000562 PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES SECTION A: STORMWATER POLLUTION PREVENTION PLAN The permittee shall develop and implement a Stormwater Pollution Prevention Plan (SPPP). The SPPP shall be maintained on site. The SPPP is public information in accordance with Part III, Standard Conditions, Section E, paragraph 3 of this permit. The SPPP shall include, at a minimum, the following items: 1. Site Overview. The Site Overview shall provide a description of the physical facility and the potential pollutant sources that may be expected to contribute to contamination of stormwater discharges. The Site Overview shall contain the following: a A general location ma USGS quadrangle " or appropriately "drafted equivalent () g p( A g 1^ P� map), showing the facility's location in relation to'transportation routes and surface waters; the name of the receiving waters'to which the stormwater outfalls discharge, or if the discharge is to a municipal separate storm sewer system, the name of the municipality and the ultimate receiving waters; and accurate latitude and longitude of the points of stormwater-discharge associated with industrial activity. The general location,map..(or alternatively the site map) shall identify whether any receiving wat rs.a a impaired (on the state's 343(d) list of impaired waters) or if the site is located in.a watershed for which a TMDL has been established, and what the parameters of concern are. (b) A narrative descr4 on-of�storage practices, loading and unloading activities, outdoor process areas, dust or particulate generating or control processes, and waste disposal practices. A narrative description of the potential pollutants that could be expected to be present in the stormwater discharge from each outfall. (c) A site map drawn at a scale sufficient to clearly depict: the site property boundary; the stormwater discharge outfalls; all on -site and adjacent surface waters and wetlands; industrial activity areas (including storage of materials, disposal areas, process areas, loading and unloading areas, and haul roads); site topography and finished grade; all drainage features and structures; drainage area boundaries and total contributing area for each outfall; direction of flow in each drainage area; industrial activities occurring in each drainage area; buildings; stormwater Best Management Practices (BMPs); and impervious surfaces. The site map must indicate the percentage of each drainage area that is impervious, and the site map must include a graphic scale indication and north arrow. (d) A list of significant spills or leaks of pollutants during the previous three (3) years and any corrective actions taken to mitigate spill impacts. Part 11 Page 1 of 12 Permit No. NCS000562 (e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The permittee shall re -certify annually that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The certification statement will be signed in accordance with the requirements found in Part III, Standard Conditions, Section B, Paragraph 3, 2. Stormwater Management Strategy. The Stormwater Management Strategy shall contain a narrative description of the materials management practices employed which control or minimize the stormwater exposure of significant materials, including structural and nonstructural measures. The Stormwater Management Strategy, at a minimum, shall incorporate the following: (a) Feasibility Study. An annual review by site management of the technical and economic feasibility of changing the methods of operations and/or storage practices to eliminate or reduce exposure of materials and-processes•to rainfall and run-on flows. Wherever practical, the permittee shall -prevent.exposure of all storage areas, material handling operations, and manufacturirig,or fueling operations. In areas where elimination of exposure and/or prevention of run-on contact are not practical, the Feasibility Study shall document -the basis for the management decision that such controls are no�feasihle. (b) Secondary Containmerit,Requirements and Records. Secondary containment is required for: bulk storage ofliquid materials including petroleum products; any amount of Section 313 of Title III ofthe Superfund Amendments and Reauthorization Act (SACRA] water priority chemicals; any amount of hazardous substances, and/or any amount of process makeup including the process ponds in the SX area., "' n_1 to V71r,rn.��riY �n ��.� .r r� r r ;ll Fr rim rnnYnminntinn rtnrm...n Yn. ru e€€ A table or summa v of all such tanks and stored materials and their associated secondary containment areas shall be maintained. If the secondary containment devices are connected to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices, which shall be secured closed with a locking mechanism. Prior to release into the stormwater conveyance system, any stormwater that accumulates in the containment area shall be at a minimum visually observed for color, foam, outfall staining, visible sheens and dry weather flow. Accumulated stormwater may be released if found to be uncontaminated by any material. Records documenting the individual making the observation, the description of the accumulated stormwater, and the date and time of the release shall be kept for a period of five (5) years. (c) In lieu of providing secondary containment for the process ponds in the SX area, the permittee may provide for additional storage for the 25 year-24 hour storm event (5.72-6.70) plus one foot of free board. (d) The permittee shall provide annual certification of the integrity of all bulk storage tanks and/or lined storage of liquid materials including petroleum products; any amount of Section 313 of Title III of the Superfund Amendments and Part I I Page 2 of 12 Permit No. NCS000562 Reauthorization Act (SARA) water priority chemicals; any amount of hazardous substances, and/or including the process ponds in the SX area. (e) BMP Summary. A listing of site structural and non-structural Best Management Practices (BMPs) shall be provided. The installation and implementation of BMPs shall be based on the assessment of the potential for sources to contribute significant quantities of pollutants to stormwater discharges and on data collected through monitoring of stormwater discharges. The BMP Summary shall include a written record of the specific rationale for installation and implementation of the selected site BMPs. The BMP Summary shall be reviewed and updated annually. 3. Spill Prevention and Response Procedures. The Spill Prevention and Response Procedures (SPRP) shall incorporate an assessment of,potential pollutant sources based on a materials inventory of the facility. The SPRP/shall address spill response and failure mode preparation and responses. Site m nagement shall identify facility personnel responsible for implementing the SPRP' n a written list incorporated into the SPRP aleirg with dated signatures by each individuals acknowledging their responsibilities for the SPRP. A responsible,person^shall be on -site at all times during facility operations that have potential to contaminate stormwater runoff through spills or exposure of materials associated withthefacilityoperations. The SPRP must be site stormwater specific. Therefore, an o�il,Spill Prevention Control and Countermeasure plan (SPCC) may be a component of the SPRP, but may not be sufficient to completely address the stormwater aspects,of the SPRP. The common elements of the SPCC with the SPRP may be incorporated -by reference into the SPRP. 4. Preventative Maintenance and�Good Housekeeping Program. A preventative maintenance and goodhousekeeping program shall be developed and implemented. The program shall address -all stormwater control systems, stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial activity areas (including material storage areas, material handling areas, disposal areas, process areas, loading and unloading areas, and haul roads), all drainage features and structures, and existing structural BMPs. The program shall establish schedules of inspections, maintenance, and housekeeping activities of stormwater control systems, as well as facility equipment, facility areas, and facility systems that present a potential for stormwater exposure or stormwater pollution where not already addressed under another element of the SPPP. Inspection of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program. Timely compliance with the established schedules for inspections, maintenance, and housekeeping shall be recorded and maintained in the SPPP. Any stormwater control measures that collects sediment shall be designed to hold one foot of sediment, plus the 25 year-24 hour storm event (5.72-6.70) plus one foot of free board for 2 to 5 days. All such stormwater control measures shall be cleaned out when the sediment exceeds one foot. All hazardous waste determination records and dispose records shall be maintained on site for five years. Part lI Page 3 of 12 9 Permit No. NCS000562 S. Facility Inspections. Inspections of the facility and all stormwater conveyance and control systems shall occur as part of the Preventative Maintenance and Good Housekeeping Program at a minimum on a semi-annual schedule, once during the first half of the year (January to June), and once during the second half (July to December), with at least 64 days separating inspection dates (unless performed more frequently than semi-annually). These facility inspections are different from, and in addition to, the stormwater discharge characteristic monitoring at the outfalls required in Part II Section B and C of this permit. 6. Employee Training. Training programs shall be developed and training provided at a minimum on an annual basis for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance activities, and for any of the facility's operations that have the potential to contaminate stormwater runoff. The facility personnel responsible for implementing the training shall be identified, and their annual training shall be documented by the signature -of each employee trained. Part II Page 4 of 12 Permit No. NCS000562 7. Responsible Party. Site management shall identify, and the SPPP shall document a specific position or positions responsible for the overall coordination, development, implementation, and revision of the SPPP. Responsibilities for all components of the SPPP shall be documented and position assignments provided. 8. SPPP Amendment and Annual Update. The permittee shall amend the SPPP whenever there is a change in design, construction, operation, site drainage, maintenance, or configuration of the physical features which may have a significant effect on the potential for the discharge of pollutants to surface waters. All aspects of the SPPP shall be reviewed and updated on an annual basis. The annual update shall include all aspects required immediately above in items 1- 7; and review and comparison of monitoring analytical data to benchmark values over the past year, including a discussion about Tiered Response status. �The•permittee shall use the Division's Annual Summary Data Monitoring Report,form, available from the c"^er- Der-mitting Unit's website he-e: /� \ \ % The Director may notify the permittee when the SPPP does not meet one or more of the minimum requirements of the permit.,Within 30 days of such notice, the permittee shall submit a time schedule to the Director for modifying the SPPP to meet minimum requirements. The permittee. halllprovide certification in writing (in accordance with Part I11, Standard Conditions, SectionB�Paragraph 3) to the Director that the changes have been made. 9. SPPP Implementation. The permittee shall implement the Stormwater Pollution Prevention Plan and all \appropriate BMPs to prevent contaminants from entering surface waters via stormwater. Among other actions identified herein, implementation of the SPPP shall include documentation of, all monitoring, measurements, inspections, maintenance activities, and training provided to employees, including the log of the sampling data and of actions taken to implement BMPs associated with the industrial activities. Such documentation shall be kept on -site for a period of five (5) years and made available to the Director or the Director's authorized representative immediately upon request. Part II Page 5 of 12 0 0 Permit No. NCS000562 SECTION B: ANALYTICAL MONITORING REQUIREMENTS Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All analytical monitoring shall be performed during a measurable storm event at each stormwater discharge outfall (SDO). Only SDOs discharging stormwater associated with industrial activity must be sampled (See Definitions). SDO 01 is representative of the contribution of existing stormwater flows from the site, including the ponds in the cv aFea. 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. See Definitions. Table 1. Analytical Monitoring Requirements /j Discharge Measurement Sample Sample Characteristics Units Freq uencyl TypC2 Location3 Total Suspended Solids (TSS) m L " �Quar�erly/ Grab SDO Total Nitrogen m L s quarterly Grab SDO Total Phosphorus m l � quarterly Grab SDO Zinc, Total Recoverable im L�/ 7/-­/quarterly Grab SDO Lead, Total Recoverable / ,"(m � L j quarterly Grab SDO Cadmium, Total Recoverable' m L quarterly Grab SDO Chlorides ,gym L quarterly Grab SDO Non -polar Oil & Grease/TPH m L g� quarterly Grab SDO EPA Method 1664 SGT M-HE H ��� standard quarterly Grab SDO Total Rainfa114 inches quarterly Rain Gauge Footnotes: 1 Measurement Frequency: Four times per year during a measurable storm event. The permittee may petition DEQ DWQ to reduce the analytical monitoring frequency to twice per year after eight consecutive quarterly monitoring results all within the benchmark values. Subsequently, two consecutive benchmark exceedances for any parameter re -institutes quarterly monitoring for all parameters. 2 Grab samples shall be collected within the first 30 minutes of discharge. 3 Sample Location: Samples shall be collected at each stormwater discharge outfall (00). SDO 01 is representative of the contribution of existing stormwater flows from the site, including the ponds in the SX area. 4 For each sampled measurable storm event, the total precipitation must be recorded. An on -site rain gauge reading must be recorded. The permittee shall complete the analytical samplings in accordance with the schedule specified below in Table 2, unless adverse weather conditions prevent sample collection (see Adverse Weather in Definitions). A minimum of 30 days must separate successive sample events. Inability to sample because of adverse weather conditions must be Part II Page 6 of 12 • Permit No. NCSOOOS62 documented in the SPPP and recorded on the DMR. The permittee must report the results from each sample taken within the monitoring period (see Part 111, Section E). Table 2. Monitoring Schedule Monitoring periodl,z Sample Number Frequency Year 1 - Period 1 1 151 Quarter Year 1- Period 2 2 2nd Quarter Year 1- Period 3 3 3rd Quarter Year 1 - Period 4 4 4th Quarter Year 2 - Period 1 5 1st Quarter Year 2 - Period 2 6 2nd Quarter Year 2 - Period 3 7 3rd Quarter? Year 2 - Period 4 8 ,4th Quarter , Year 3 - Period 1 9 ; i5t Quarter\'�/ Year 3 - Period 2 10 �2�d;Quarter-' Year 3 - Period 3 11 �3",Quarter Year 3 -Period 4 12 n 4th Quarter Year 4 - Period 1 13 , // f� �15Y Quarter Year 4 - Period 2 14 Quarter Year 4 - Period 3 /\15 </ �r 3rd Quarter Year 4 - Period 4 '\\16,\ 4th Quarter Year 5 - Period 1 - 17\ �v 15tQuarter Year 5 - Period 2 18)/\/ 2nd Quarter Year 5 - Period 3 19� 3rd Quarter Year 5 - Period 4 0 4th Quarter Footnotes: 1 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. The permittee must submit an application for renewal of coverage before the submittal deadline (180 days before expiration) to be considered for renewed coverage under the permit. The permittee must continue analytical monitoring throughout the permit renewal process, even if a renewal permit is not issued until after expiration of this permit. 2 If no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow' or "No Discharge" within 30 days of the end of the sampling period. For the first term of this permit, the new facility start-up date is uncertain. Permittee need not sample for the listed monitoring period until the facility comes into operation, Accordingly, the "No Flow" or "No Discharge" report is not required during the time before the facility comes into operation. Failure to monitor quarterly per permit terms may result in the Division requiring monthly monitoring for all parameters for a specified time -period. "No discharge" from an outfall, or inability to collect a sample because of adverse weather conditions during the monitoring period during a monitoring period does not constitute failure to monitor, as long as provided it is properly recorded and reported. Part I1 Page 7 of 12 Permit No. NCS000562 The permittee shall compare monitoring results to the benchmark values in Table 3. The benchmark values in Table 3 are not permit limits, but should be used as management guidelines for the permittee's responsive implementation of the Stormwater Pollution Prevention Plan (SPPP). Table 3. Benchmark Values for Analytical Monitoring Discharge Characteristics Units Benchmark' Total Suspended Solids (TSS) mg/L 100 Total Nitrogen mg/L 30 Total Phosphorus mg/L 2 Zinc, Total Recoverable mg/L') >�v 0.067 Lead, Total Recoverable mg/L 0.03 Cadmium, Total Recoverable mg�L 0.001 Chlorides //--i4/L - 860 Non -polar Oil & Grease/TPH EPA method 1664 SGT-HEM- �mg L 15 PH �\ �% standard 6-9 Footnote��.� 1 Analytical results must not be reported via any of the notations, "BDL, ND, BRL, <MDL, <PQL, non -detect" or any similar non -quantitative notations. Instead, analytical results below method or reporting limits must be reported on the DMR in the forma , "<XV, where XX is the specific numerical value of the method or reporting limit. Part I1 Page 8 of 12 Permit No. NCS000562 Tier One If. The first valid sampling results are above a benchmark value, or outside of the benchmark range, for any parameter at any outfall; Then: The permittee shall: 1. Conduct a stormwater management inspection of the facility within two weeks of receiving sampling results. 2. Identify and evaluate possible causes of the benchmark value exceedance. 3. Identify potential, and select the specific feasible: source controls, operational controls, or physical improvements to reduce concentrations of the parameters of concern, and/or to bring concentrations within the benchmark range. 4. Implement the selected feasible actions within two months of the inspection. S. Record each instance of a Tier One response in the SPPP. Include the date and value of the benchmark exceedence, the inspection date, the personnel -conducting the inspection, the selected actions, and the date the selected actions were im lemented. Tier Two If. During the term of this permit, the first valid sampl are above the benchmark values, or outside of the 1 ecific discharge outfall; results from two consecutive monitoring periods :hmark range, for any specific parameter at a Then: The permittee shall: 1. Repeat all the required actions outlined above in'Tier One. 2. Immediately institute monthly monittoring and reporting for all parameters. The permittee shall conduct monthly monitoring at every outfall where a sampling result exceeded the benchmark value for two consecutive samples. Monthly (analytical and qualitative) monitoring shall continue until three consecutive sample result are below the benchmark values or within benchmark range. 3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly monitoring report indicating "No Flow" to comply with reporting requirements. 4. Benchmark exceedances�for-a different parameter separately trigger a tiered response. S. Maintain a record of the -Tier Two response in the SPPP. Tier Three During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed the benchmark value, or are outside the benchmark range, for any specific parameter at any specific outfall on four occasions, the permittee shall notify the DVA�-DEMLR Regional Office er- Engineer in writing within 30 days of receipt of the fourth analytical results. P" The Division may, but is not limited to: • require that the permittee revise, increase, or decrease the monitoring and reporting frequency for some or all of the parameters herein; • require sampling of additional or substitute parameters; • require the permittee to install structural stormwater controls; • require the permittee to implement other stormwater control measures; • require the permittee to perform upstream and downstream monitoring to characterize impacts on receiving waters; or • require the permittee implement site modifications to qualify for a No Exposure Exclusion; • require the permittee to continue Tier Three obligations through the permit renewal process. Part II Page 9 of 12 • 0 Permit No. NCS000562 If a Total Maximum Daily Load (TMDL) is approved for this segment of the Broad River, the permittee may be required to monitor for the pollutant(s) of concern in the future and submit results to the Division . The Division will consider the monitoring results in determining whether additional BMPs are needed to control the pollutant(s) of concern to the maximum extent practicable. If additional BMPs are needed to achieve the required level of control, the permittee will be required to (1) develop a strategy for implementing appropriate BMPs, and (2) submit a timetable for incorporation of those BMPs into the Stormwater Pollution Prevention Plan. Part 11 Page 10 of 12 0 • Permit No. NCS000562 SECTION C: QUALITATIVE MONITORING REQUIREMENTS The purpose of qualitative monitoring is to evaluate the effectiveness of the Stormwater Pollution Prevention Plan (SPPP) and identify new potential sources of stormwater pollution. Qualitative monitoring of stormwater outfalls must be performed during a measurable storm event. Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of representative outfall status. Qualitative monitoring shall be performed quarterly as specified in Table 4, and ,.,,,,,.,,. Fent �• *� during the required analytical monitoring events. Inability to monitor because of adverse weather conditions must be documented in the SPPP and recorded on the DA4R Qualitative Monitoring Report form (see Adverse Weather in Definitions). Only SDOs discharging stormwater associated with industrial activity must be monitored. In the event an atypical condition is noted at a stormwater discharge outfall, the permittee shall document the suspected cause of the condition and.any actions taken in response to the discovery. This documentation will be maintained'with the SPPP. Table 4. Qualitative Monitoring Requir.e �ments/ Discharge Characteristics Frequencyl Monitoring Location2 Color quarterly SDO Odor vquarterly SDO ClarityJ� vquarterly SDO `�� Floating Solids \ �'- oquarterly SDO Suspended Solids �+quarterly_SDO Foam uarterly SDO Oil Sheen quarterly SDO Erosion or deposition at the outfall quarterly I SDO Other obvious indicators of stormwater pollution quarterly SDO Footnotes: 1 Measurement Frequency: Four times per year during a measureable storm event. See Table 2 for schedule of monitoring periods through the end of this permitting cycle. The permittee must continue qualitative monitoring throughout the permit renewal process until a new permit is issued. Qualitative monitoring must be continued quarterly, and is not eligible for semi-annual monitoring frequency under step-down provisions that apply to analytical monitoring. 2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO) regardless of representative outfall status. A minimum of 30 days must separate monitoring dates, unless additional sampling has been instituted as part of other analytical monitoring requirements in this permit. Part 11 Page 11 of 12 0 0 Permit No. NCS000562 If the permittee's qualitative monitoring indicates that existing stormwater BMPs are ineffective, or that significant stormwater contamination is present, the permittee shall investigate potential causes, evaluate the feasibility of corrective actions, and implement those corrective actions within 60 days of the qualitative monitoring event. A written record of the permittee's investigation, evaluation, and response actions shall be kept in the Stormwater Pollution Prevention Plan (SPPP). I Qualitative Monitoring Response Qualitative monitoring is for the purposes of evaluating the effectiveness of the permittee's implementation of the SPPP, and new sources of stormwater pollution, and prompting the permittee's response to pollution. If the permittee repeatedly fails to respond effectively to correct problems indicated by qualitative monitoring, or if the discharge causes or contributes to a water quality standard violation, DWQ the Division may, but is not limited to: V� • require that the permittee revise, increase, or,ecrease the monitoring frequency and parameters (analytical or qualitative) for a specified time period; • require the permittee to install structural stormwater controls; • require the permittee to implement other stormwater control measures; • require the permittee to perform upstream and downstream monitoring to characterize impacts on receiving waters; or • require the permittee implement site /modifications to qualify for a No Exposure Exclusion. "V 1 ��/ Part 11 Page 12 of 12 0 0 Permit No. NCS004562 PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS SECTION A: COMPLIANCE AND LIABILITY 1. Compliance Schedule The permittee shall comply with Limitations and Controls specified for stormwater discharges in accordance with the following schedule: Existing Facilities already operating but applying for permit coverage for the first time: The Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary containment, as specified in Part II, Section A, Paragraph 2(b) of this permit, shall be accomplished within 12 months of the effective date of the initial permit issuance. New Facilities applying for coverage for the first time: `he Sit rmwater Pollution Prevention Plan shall be developed and implemented prior to the beginning•of discharges from the operation of the industrial activity and be updated thereafter on an annual basis., Secondary containment, as specified in Part II, Section A, Paragraph 2(b) of this permit shall be accomplished prior to the beginning of stormwater discharges from the operation of the industrial'activity. Existing facilities previously permitted and applying for renewal.• All requirements, conditions, limitations, and controls contained in this per mit'(exceptnew SPPP elements in this permit renewal) shall become effective immediately upon'issuance oft ispermit. New elements of the Stormwater Pollution Prevention Plan for this permit renewal§hall be developed and implemented within 6 months of the effective date/of this permit and -updated thereafter on an annual basis. Secondary containment, as specified in Part II; Paragraph 2(b) of this permit shall be accomplished prior to the beginning of stormwater discharges from�tfie operation of the industrial activity. 2. Duty to Comply / ( )Jv� The permittee must complyith.all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act(CWA) and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit upon renewal application [40 CFR 122.41]. a. The permittee shall comply with standards or prohibitions established under section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement [40 CFR 122.41]. b. The CWA provides that any person who violates section [s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil penalty not to exceed $37,500 per day for each violation [33 USC 1319(d) and 40 CFR 122.41(a)(2)]. c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment of not more than 2 years, or both [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]. Part ill Page 1 of 9 0 0 Permit No. NCS000562 d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both [33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]. e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a person shall be subject to a fine of not more than $S00,000 or by imprisonment of not more than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii),of the CWA, shall, upon conviction of violating the imminent danger provision, be subject to aA,ne of not more than $1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions,[40 CFR 122.41(a)(2)]. /f � f. Under state law, a civil penalty of not more thari $25 400 \violn may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a permit [North Carolina General Statutes § 143-215.6A]. g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318 or 405 of this Act, or;any permit condition or limitation implementing any of such sections in'a permit -issued under section 402 of this Act. i. i r i Administrative penalties for Class I violations are not to exceed $16,000 per violation, with the maximum amount of any-Class.l penalty.assessed not to exceed $37,500. Penalties for Class I1 violations are not to exceed' $16;000�per day for each day during which the violation continues, with the maximum amount of an Class II penalty not to exceed $177,500 [33 USC 1319(g)(2) and 40 CFR 122.41(a)(3)]. 3. Duty to Mitigate ((// The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment [40 CFR 122.41(d)]. 4. Civil and Criminal Liability Except as provided in Part III, Section C of this permit regarding bypassing of stormwater control facilities, nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6, or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. Oil and Hazardous_Sub.�tance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. 6. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of federal, state or local laws or regulations [40 CFR 122.41(g)]. Part Ill Page 2 of 9 Permit No. NCS000562 &verability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby [NCGS 15013-23]. Duty to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the permit issued pursuant to this permit or to determine compliance with this permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit [40 CFR 122.41(h)]. 9. Penalties for Tam,rine The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a,person-is for a violation committed after a first conviction of such person under this paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment dnot"more than 4 years, or both [40 CFR 122.41]. G 10. Penalties for Falsification of Reports � The Clean Water Act provides that any person -who k\nowingly makes any false statement, representation, or certification in any record�o/r other)document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction; be punished;by a fine of not more than $10,000 per violation, or by imprisonment for not.,more than two years -per violation, or by both [40 CFR 122.41]. 11. Onshore or Offshore Constructio\ This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 12. Duty to Reapply If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the permittee must apply for and obtain a new permit [40 CFR 122.41(b)]. SECTION B; GENERAL CONDITIONS 1. ,Pgrmit Expiration The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are required by the agency authorized to issue permits no later than 100 days prior to the expiration date, unless permission for a later date has been granted by the Director. (The Director shall not grant permission for applications to be submitted later than the expiration date of the existing permit) [40 CFR 122.21(d)]. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to enforcement procedures as provided in NCGS §143-215.36 and 33 USC 1251 et. seq. Part III Page 3 of 9 a � Permit No. NCS000562 2. Transfers This permit is not transferable to any person without prior written notice to and approval from the Director in accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute. The Permittee is required to notify the Division in writing in the event the permitted facility is sold or closed. 3. Signatory Requirements All applications, reports, or information submitted to the Permitting Issuing Authority shall be signed and certified [40 CFR 122.41(k)]. a, All permit applications shall be signed as follows: (1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or,any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisionswhich govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with'environmental laws and regulations; the manager can ensure that the necessary systems,are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or.delegated to the manager in accordance with corporate procedures. \\ (2) For a partnership or sol:!�Proprie hip: by a general partner or the proprietor, respectively; or / > (3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected, [40 CFR 122.221. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]. c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative [40 CFR 122.22]. Part ll l Page 4 of 9 Permit No. NCS000562 d. Certification. Any person signing a document under paragraphs a. or b. of this section, or submitting an electronic report (e.g., eDMR), shall make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "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 properlygather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible forgathering 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." e. Electronic Reports. All electronic reports (e.g., eDMRs) submitted to the Permit Issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized representative of that person as described in paragraph b. A person, and not a position, must be delegated signatory authority for eDMR or other electronic reporting purposes. The Permit Issuing Authority may require the permittee 'begin reporting monitoring data electronically during the term of this permit. The,permittee may be required to use North Carolina's Electronic Discharge Monitoring Report (eDMR),internet application for that purpose. For eDMR submissions, the person signing and `submitting the eDMR must obtain an eDMR user account and login credentials to access the eDMR"system. 4. Permit Modification. Revocation and Reissuance. arje minat on The issuance of this permit does not prohibjt the,Permit Issuing Authority from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained'in,Title�40,-Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et al. \ g S. Permit Action 1 `! The permit may be modified, revoked and reissued, or terminated for cause. The notification of planned changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)]. 6. Annual Administering and Compliance Monitoring Fee RR uirements The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being billed by the Division. Failure to pay the fee in timely manner in accordance with 15A NCAC 2H .0105(b)(2) may cause the Division to initiate action to revoke the permit. SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS 1. Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of this permit [40 CFR 122.41(e)]. 2. Need to Halt or Reduce Not a Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)]. Part Il l Page 5 of 9 Permit No. NCS000562 3. Bypassing of Stormwater Control Facilities Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless: a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of stormwater, or maintenance during normal periods of equipment downtime or dry weather. This condition is not satisfied if adequate backup controls should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and c. The permittee submitted notices as required under, Part III, Section E of this permit. If the Director determines that it will meet the three conditions listed above, the Director may approve an anticipated bypass after considering its adverse effects. SECTION D: MONITORING AND RECORDS ReprQsentatiu 5amplin Samples collected and measurements taken, as req u�ir ed herein, shall be characteristic of the volume and nature of the permitted discharge. Analytical -sampling shall be performed during a measureable storm event. Samples shall be taken on a day�� nd-t and -is characteristic of the discharge. All samples shall be taken before the discharge joins,or is diluted by any other waste stream, body of water, or substance. Monitoring points as specified inthispermit shall not be changed without notification to and approval of the Permit Issuing.uthority [40 CFR 122.41(j)]. Recording.Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information [40 CFR 122.41]: ru a. The date, exact place, d ti e o'f sampling or measurements; b. The individual(s) who performed the sampling or measurements; c. The date(s) analyses 'were performed; d. The individual(s) who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 3. Flow Measurements Where required, appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. Part III Page 6 of 9 0 0 Permit No. NCS000562 5. Representative Outfall If a facility has multiple discharge locations with substantially identical stormwater discharges that are required to be sampled, the permittee may petition the Director for representative outfall status. If it is established that the stormwater discharges are substantially identical and the permittee is granted representative outfall status, then sampling requirements may be performed at a reduced number of outfalls. 6. Records Retention Visual monitoring shall be documented and records maintained at the facility along with the Stormwater Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The permittee shall retain records of all monitoring information, including o all calibration and maintenance records, o all original strip chart recordings for continuous monitoring instrumentation, o copies of all reports required by this permit, including Discharge Monitoring Reports (DMRs) and eDMR or other electronic DMR report sub�missions, o copies of all data used to complete the applic`at ion for this permit These records or copies shall be maintained for a period of at least 5 years from the date of the sample, measurement, report or application. This period �y be extended by request of the Director at any time [40 CFR 122.41]. Inspection and Entry The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director), or in the case of a facility which discharges through a municipal separa�e-storm sewer system, an authorized representative of a municipal operator or the separate storm -sewer. system i receiving the discharge, upon the presentation of credentials and other documents as may,be required by law, to: a. Enter upon the permrttee's premises where a regulated facility or activity is located or conducted, or where records must be keptunder the conditions of this permit; b. Have access to and copy, -at reasonable times, any records that must be kept under the conditions of this permit; c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41(i)], SECTION E: REPORTING REQUIREMENTS Discharge Monitoring Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on Discharge Monitoring Report (DMR) forms provided by the Director or submitted electronically to the appropriate authority using an approved electronic DMR reporting system (e.g., eDMR). DMR forms are available on the Division's website (http: j/portal.ncdenr.org/web/Ir/npdes-stormwater). Regardless of the submission method (paper or electronic), submittals shall be delivered to the Division or appropriate authority no later than 30 days from the date the facility receives the sampling results from the laboratory. Part II I Page 7 of 9 0 0 Permit No. NCS000562 When no discharge has occurred from the facility during the report period, the permittee is required to submit a discharge monitoring report, within 30 days of the end of the specified sampling period, giving all required information and indicating "NO FLOW" as per NCAC T15A 02B .0506. If the permittee monitors any pollutant more frequently than required by this permit using test procedures approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate instrument governing the discharge, the results of such monitoring shall be included in the data submitted on the DMR. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring Report form provided by the Division and shall retain the completed forms on site. Qualitative monitoring results should not be submitted to the Division, except upon the Division's specific requirement to do so. Qualitative Monitoring Report forms are available at the website above. 2. Submitting Reports Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to: Central File's���� Division of Water Resources 1617 Mail Service Center > Raleigh, North Carolina 276991617 The Permit Issuing Authority may require thp tee to begin reporting monitoring data electronically during the term of this permit. fThe•permittee may be required to use North Carolina's eDMR internet application for that purpose. Until such time that the state's eDMR application is compliant with EPA's Cross-Med a•Electronic Reporting Regulation (CROMERR), permittees will be required to submit all discharge1 to to the state electronically using eDMR and will be required to complete the eDMR submission by printing, signing, and submitting one signed original and a copy of the computer printed eDMR to the address above. 3. Availability of Reports Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms of this permit shall be available for public inspection at the offices of the Division. As required by the Act, analytical data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section 309 of the Federal Act. 4. Non-Stormwater Discharges If the storm event monitored in accordance with this permit coincides with a non-stormwater discharge, the permittee shall separately monitor all parameters as required under all other applicable discharge permits and provide this information with the stormwater discharge monitoring report. S. Planned Changes The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted facility which could significantly alter the nature or quantity of pollutants discharged [40 CFR 122.41(1)]. This notification requirement includes pollutants which are not specifically listed in the permit or subject to notification requirements under 40 CFR Part 122.42 (a). 6. Anticipated Noncompliance The permittee shall give advance notice to the Director of any planned changes at the permitted facility which may result in noncompliance with the permit [40 CFR 122.41(I)(2)]. Partill Page 8 of 9 LJ 0 Permit No. NCS000562 7. Gills The permittee shall report to the local DEMLR Regional Office, within 24 hours, all significant spills as defined in Part IV of this permit. Additionally, the permittee shall report spills including: any oil spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25 gal,lons that cannot be cleaned up within 24 hours. 8. Bypass Notice [40 CFR 122.41(m)(3)]: a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and effect of the bypass. b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an unanticipated bypass. 9. Twenty-four Hour Reporting a. The permittee shall report to the central office orjh �approp\ is regional office any noncompliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be provided within 5•days-of the time the permittee becomes aware of the circumstances. The written submission shall contain adescription pp tion of the noncompliance, and its causes, the period of noncompliance, including exact -dates and times, and if the noncompliance has not been corrected, the anticipated time {compliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR 122.41(I)(6)]. � w b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral report has Len receifved within 24 hours. c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. 10. Other Noncompliance The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time monitoring reports are submitted [40 CFR 122.41(1)(7)]. 11, Other Information Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122.41(1)(8)]. Partill Page 9 of 9 PART IV DEFINITIONS 1. Act See Clean Water Act. 2. Adverse Weather Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as iocal flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical. When adverse weather conditions prevent the collection of samples during the sample period, the permittee must take a substitute sample or perform a visual assessment during the next qualifying storm event. Documentation of an adverse event (with date, time and written narrative) and the rationale must be included with your SPPP records. Adverse weather does not exempt the permittee from having to file a monitoring report in accordance with the sampling schedule. Adverse events and failures to monitor must also be explained and reported on the relevant DMR. 3. Allowable Non-Stormwater Discharges This permit regulates stormwater discharges. However, non-stormwater discharges which shall be allowed in the stormwater conveyance system include: a. All other discharges that are authorized by a non-stormwater NPDES permit. b. Uncontaminated groundwater, foundation drains, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from footing drains, flows from riparian habitats and wetlands. c. Discharges resulting from fire -fighting or fire -fighting training, or emergency shower or eye wash as a result of use in the event of an emergency. 4. B t Management Pra is(BMPs) Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the form of a process, activity, or physical structure. More information on BMPs can be found at: http: /dcfpub.epa.gov/nodes/stormwater/menuofbmps/index.cfm. 5. Bypass A bypass is the known diversion of stormwater from any portion of a stormwater control facility including the collection system, which is not a designed or established operating mode for the facility. 6. Bulk Storage of Liauid Products Liquid raw materials, intermediate products, manufactured products, waste materials, or by- products with a single above ground storage container having a capacity of greater than 660 gallons or with multiple above ground storage containers located in close proximity to each other having a total combined storage capacity of greater than 1,320 gallons. 7. Certificate of Coverage The Certificate of Coverage (COC) is the cover sheet which accompanies a General Permit upon issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under any General Permit and is signed by the Director. 8. Clean Water Act The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et. seq. 9. Division or DEMLR The Division of Water Quality Energy, Mineral, and Land Resources, Department of Environment Quality and Nat,.Fa D ces Part IV Page 1 of 4 • 0 Permit No. NCS000562 10. Director The Director of the Division of"'� Energy, Mineral, and Land Resources, the permit issuing authority. 11. EMC The North Carolina Environmental Management Commission. 12. Grab Sample An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively or qualitatively) must be taken within the first 30 minutes of discharge. 13. Hazardous Substance Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 14. Landfill A disposal facility or part of a disposal facility where waste` pla ed in or on land and which is not a land treatment facility, a surface impoundment, an injection well; a hazardous waste long-term storage facility or a surface storage facility. 15. Measureable Storm Event A storm event that results in an actual discharge from thi permitted site outfall. The previous measurable storm event must have been at leas 72 hours prior. The 72-hour storm interval may not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and obtains approval from the local DEMLR Regional Office. Two copies of this information and a written request -letter shall be sent to the local DEMLR Regional Office. After authorization by the DEMLR Regional Office, a written approval letter must be kept on site in the permittee's SPPP.� \ 16. Municipal Separate Storm SewerSstem>(M541 A stormwater collection system within/an incorporated area of local self-government such as a city or town. l �% 17. No Exposure A condition of no exposure means that all industrial materials and activities are protected by a storm resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff. Industrial materials or activities include, but are not limited to, material handling equipment or activities, industrial machinery, raw materials, intermediate products, by-products, final products, or waste products [40 CFR 122.26 (b)(14)]. DEMLR may grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a facility complies with the terms and conditions described in 40 CFR §122.26(g). 18. Notice of Intent The state application form which, when submitted to the Division, officially indicates the facility's notice of intent to seek coverage under a General Permit. 19. Permit Issuing -Authority The Director of the Division ofWaterQuality Energy, Mineral, and Land Resources (see "Director" above). 20. Permittee The owner or operator issued this permit Part IV Page 2 of 4 Pages Permit No. NCS000562 21. Point Source Discharge of Stormwater Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters of the state. 22. Representative Outfall Status When it is established that the discharge of stormwater runoff from a single outfall is representative of the discharges at multiple outfalls, the Division may grant representative outfall status. Representative outfall status allows the permittee to perform analytical monitoring at a reduced number of outfalls. 23. Secondary Containment Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to contain the 25-year, 24-hour storm event. 24, Section 313 Water Priority Chemical A chemical or chemical category which: ^ z b. Is listed in 40 CFR 372.65 pursuant to Section 31,3 of Title III,of the Superfund Amendments and Reauthorization Act (SARA) of 1986, also titledtheEmergency Planning and Community Right - to -Know Act of 1986; c. Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting requirements, and \ d. Meets at least one of the following criteria:/��/ i i. Is listed in appendix D of 40 CFR part 122 on Table I[ (organic priority pollutants), Table III (certain metals, cyanides, a/nd phenols).1or Table IV (certain toxic pollutants and hazardous substances); ((// ii. Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CFR 116.4;or\\�,ublished iii. Is a pollutant fohich�J"> EPA acute or chronic water quality criteria. 25. Severe Property Dama e Substantial physical damage to property, damage to the control facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. 26. Significant Materials Includes, but is not limited to: raw materials, fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of Title III of SARA; fertilizers, pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. 27. Significant Spills Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section 102 of CERCLA (Ref: 40 CFR 302.4). 28. Stormwater Discharge Outfall (SDO) 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. Part IV Page 3 of 4 Pages 0 0 Permit No. NCS000562 29. Stormwater Runoff The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowmelt. 30. Stormwater Associated with Industrial Activity. The discharge from any point source which is used for collecting and conveying stormwater and which is directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded from the NPDES program. 31. Stormwater Pollution Prevention Plan A comprehensive site -specific plan which details measures and practices to reduce stormwater pollution and is based on an evaluation of the pollution potentiall000f the site. 32. Total Maximum Daily Load (TMDL) TMDLs are written plans for attaining and maintaininwater quality standards, in all seasons, for a specific water body and pollutant. A list of approved TMDLs forthe'state of North Carolina can be found at http: //portportalmcdenr.org/web/wgIps/mtu/tmdl. 33. Toxic Pollutant J Any pollutant listed as toxic under Section 07Ca) (1) of the,Clean Water Act. 34. Vehicle Maintenance Activity Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport deicing operations t 35, Visible Sedimentation �� Solid particulate matter, both mineral and organic, that has been or is being transported by water, air, gravity, or ice from its,site of origin which can be seen with the unaided eye. 36. 25- ear 24 hour Storm (I v t The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years. Part 1V Page 4 of 4 Pages From: Forrest Westall[maiito:forrest.westall@mcgillengineers.com] Sent: Thursday, December 08, 20117:47 AM To: 'Pickle, Ken' Cc: 'Bennett, Bradley'; 'Chernikov, Serge€'; 'Karoly, Cyndi; 'Matthews, Matt; 'Wakild, Chuck'; 'Basilone Tim'; 'Cooper Darin'; 'Jeff.bishop@mcgillengineers.com';'kelth.webb@mcgillenglneers.com' Subject: RE: Horsehead Meeting November 29, 2011 Hello Ken, Thanks for the follow-up and the confirmation on the substation and the distinction about stormwater originating within the production area. We will be sure to address your comments about the access and perimeter roads In the final site layout and design. We appreciate the time you provided last Tuesday to meet with Darin, Tim and me so we could review the site stormwater considerations for this new facility in Rutherford County. As we noted, the NPDES process waste water permit has been issued and construction of the facility has commenced. The meeting last week served as a follow-up to our preliminary discussions in May when Horsehead Corporation was completing the site selection process. We left the May meeting with a general agreement with DWQ on a conceptual approach for managing stormwater. At that time we also committed to return to DWQ with a more specific site plan once production layout was completed: At yesterday's meeting we provided detall as to the site layout and our approach for development of an NPDES stormwater permit application for the facility. Your Input has been and continues to be very helpful In guiding our development of a permit application. In follow-up to our recent discussion and In addition to the comments you have already made in your follow-up, I am providing this summary to highlight important observations and conclusions that were reached. We will now proceed with development of an application package with the clear direction you provided, confident that the information submitted will be consistent with our understanding. We believe that this will lead to a quick'review. During the meeting a copy of the production layout design plan was provided for your use. The plan provided highlighted areas and facility activities. In addition we described our approach for managing stormwater from Individual and collective areas of the facility. We appreciate your comments and agreement with our overall approach for managing stormwater at the facility. We plan to develop a draft of the application for your review, and then finalize the application based on your comments for submittal to the Department. Key points we agreed to during our discussion are as follows: ■ You advised that all stormwater from within production areas (the area referred to in this correspondence as the "developed site"), would need to be included under the NPDES stormwater permit and monitored accordingly ■ We agreed that stormwater will be managed under an established management plan to meet the requirements of the permit. The management plan will Include provisions for managing stormwater from production areas, including capability for accumulating and using this water for production processes or discharging it based on results of sample analyses. Stormwater managed In these areas was referred to during our discussions as being "discretionary water" for process use or discharge. ■ Stormwater will be routed to one point of discharge, which will be the sole discharge monitoring point in the NPDES stormwater permit. Discharge baselines for various parameters will be established for performance monitoring ■ After discussing the general plan for managing storm water at the site, you advised that the following Information should be Included with the NPDES stormwater permit application: A site plan showing the production layout, stormwater collection and containment areas, and stormwater channels leading to the discharge point A map delineating the area(s) of stormwater generation regulated under the NPDES permit A site stormwater management plan describing details as to how storm water on the site will be managed, including process and non -process areas. Provisions described in the plan will be Included In a stormwater PPP developed following finallzation of the permit and before commencement of facility operations As we discussed, permit acquisition Is still on the critical path for finalizing construction and commencing operations in a timely manner. The Department's cooperation, timely review and action on the NPDES permit for process discharge water was a very important factor in Horsehead's selection of this site. Similarly, we appreciate your commitment to work with us In providing a timely review of our application, and Issuing a NPDES stormwater permit for the facility without delay. We plan to provide a draft of our permit application to you for comment. Based on comments from your review, the permit application will be revised and finalized for submittal to the Department for review. We believe this approach will result in a complete and accurate pemllt application, and that following submittal will enable the Department to analyze the application and Issue a permit promptly. Thanks again. Please let me know If you have any questions. Forrest Forrest R. Westall, Sr., PE McGill Associates, P.A. PO Box 2259 Asheville, NC 28802 Physical Location: 38 Orange Street, Asheville Phone 828-252-0575 Fax 828-253-5612 forrest.westall cgillengineers.com From: Pickle, Ken [malito:ken.pickle@ncdenr.gov] Sent: Wednesday, November 30, 2011 9:53 AM To: forrest.westall@mcgillengineers.eom Cc: Bennett, Bradley; Chernikov, Sergel Subject: Horsehead meeting yesterday H€ Forrest, Good meeting yesterday from my perspective, I hope you and your client feel the same. Thanks for taking the trouble to go over the physical facts with me. A few things occurred to me that were not addressed, or not completely addressed, yesterday: • As presented yesterday, Horsehead will have a lab on site, and they will be doing their own analyticals for the NPDES stormwater permit. Please note: for the permit reporting their lab must use the EPA Methods. I assume that for Internal process QA/QC Horsehead might intend to use analytical methods other than EPA Methods. That's OK for their Internal process QA/QC, but it doesn't satisfy the NPDES requirement under federal regulation for the water quality analyses undertaken In direct response to permit requirements. • However, there Is a provision in the federal rule that will allow us to accept alternative methods. They just need to come forward and request our approval in advance if methods other than the EPA Methods are contemplated. We will pass the request on to our Inorganic lab folks for review. • Of course, It goes -without saying that an acceptable method must go down to an MDL/PQL that will be below the benchmarks. • On the Issue of lab certification, two aspects are of note here. • If they will be running analyticals for Sergel's wastewater permit, then the lab must be state certified for the analyses related to the wastewater permit limit parameters. • However, for NPDES stormwater permit testing, DWQ certification is not required. Stormwater onalyticals are a special case, and are not required to be by certified labs/staff. However, however - - Even if not certified, the lab must still use the EPA Methods for stormwater analyses, as required by federal rule - - or they must have our approval of alternative methods. • lust chatted with Bradley, and we think that the substation east of the railroad is not part of the Industrial activity, and would not have stormwater discharges regulated under the NPDES stormwater program. We had already reached this tentative conclusion in our meeting, but I had promised to check on it for us. The substation will not be subject to the stormwater permit. Just to reiterate the point about the perimeter site roads: Drainage from the site roads is considered stormwater from Industrial activity. Yesterday Horsehead related their Intent to capture that runoff. Just to clarify: Roads are typically designed with a crowned cross-sectlon - - It appears that Horsehead must either design a sloped but un-crowned cross section draining to the inboard side, or must include runoff capture features on the outboard side of the road to capture that runoff and direct it back to the Inside. It's my impression that an un-crowned road is an unusual feature, and typically must be the subject of deliberate focus during the site design process. kbp Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mall Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 FaX: (919)807-6494 Email: ken. pickle@ncdenr.aov Webslte: httpdHportal.ncdenr.orQ/web/wg/wslsu ** Email correspondence to and from this address Is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** Permit NCO089109 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Horsehead Corporation is hereby authorized to discharge wastewater from a facility located at Rutherford County Production Facility Forest City Rutherford County to receiving waters designated as the Broad River in the Broad River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I,1I, III and IV hereof This permit shall become effective December 1, 2011. This permit and authorization to discharge shall expire at midnight on July 31, 2013, Signed this day November 11, 2011. Coieen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC00891.09 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Horsehead Corporation is hereby authorized to: 1. After constructing the wastewater treatment facility, operate it in accordance with the existing wastewater treatment system consisting of the following components: ➢ Automatic sampler A Instrumented flow measurement, and Diffuser The facility is located near Forest City, Rutherford County; and 2. Discharge from said treatment works at the location specified on the attached map into the Broad River which is classified C waters in the Broad River Basin. Pernnit NCO089109 A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the Pem-dttee as specified below: CHA1WM- RISTICS-__ = ; =::;....... -...."............ ......... ... _,...":..:..._ .:...:....:.:....... . .: = ....... _LIlVIITS = = '::::: ' ::-: ._-_-.-- -- '''.; ' .:_ MONITORING RE UREMENTS :Monthl :'-: ;::: 'Dail '.Maximum`I Measurement. :.-_S�Fn--1e: a:;:::::.:: r., . _.., .. Y.ocation 1 Flow (MGD) 0.62 Continuous Recording I or E Total Suspended Solids Monthly Composite E .NH3-N Quarterly Composite E Total Aluminum Quarterly Composite E Antimony Quarterly Composite E Arsenic Quarterly Composite E Total Cadmium 350 ug/L 2,143 ug/L Monthly Composite E Chlorides Quarterly Composite E Total Chromium Quarterly Composite E Total Cobalt Quarterly Composite E Total Copper Quarterly Composite E Fluoride 315.8 mg/L 315.8 mg/L Monthly Composite E Total Iron Quarterly Composite E Total Lead 4,386 ug/L 4,829 ug/L Monthly Composite E Total Nickel Monthly Composite E Total Tin Quarterly Composite. E Total Zinc Quarterly Composite E pH2 Weekly Grab E Chronic Toxicity3 Quarterly Composite E Turbidity4 Monthly Grab I E, U, D NOTES: 1. Sample Locations: I -- Influent, E - Effluent, U - upstream (50 ft. upstream of the discharge), D -- downstream (50 ft. downstream of the discharge). 2. The pH shall not be less than 6.0 standard units or greater than 9.0 standard units. 3. Chronic Toxicity (Ceriodaphnia) P/F ® 0.57%; Jan., April, July and October; See condition A(2) of the Supplement to Effluent Limitations and Monitoring Section of this permit. 4 The discharge from this facility shall not cause turbidity in the receiving stream to exceed: 50 NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the discharge cannot cause turbidity to increase in the receiving stream. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR FOAM VISIBLE IN OTHER THAN TRACE AMOUNTS. Permit NCO089109 SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SPECIAL CONDITIONS A (2). CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QUARTERLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in the "North Carolina Ceriodfapluda Chronic Effluent Bioassay Procedure," Revised November 1995, or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 0.57% (defined as treatment two in the procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The tests will be performed during the months of January, April, July and October. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DWQ Form AT-1(original) is to be sent to the following address: Attention: North Carolina Division of Water Quality Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in associations with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge'of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information Iocated at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any best data from this monitoring requirement'or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. Permit NCO089109 SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SPECIAL CONDITIONS (Continued) If the Permittee monitors any pollutant more frequently then required by this permit, the results of such monitoring shall be included in the calculation & reporting of the data submitted on the DMR & all AT Forms submitted. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. 0 Pickie, Ken From: Pickle, Ken Sent: Thursday, March 29, 2012 2:19 PM To:'bill.sperry@mcgiIlengineers.com' Cc: 'forrest.,u estal!@rnca:l!eng!neers.corn' oubject: Horsehead application Bill, Per your request. Ken Pickle Environmentai Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken. pickle*ncdenr.gov Website: http:LJ0ortal.ncdenr.org/webLq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may disclosed to third parties unless the content is exempt by statute or other regul,,ations.*,*_ From: Pickle, Ken Sent: Thursday, March 29, 2012 12:55 PM To:'forrest.westall@mcgillengineers.com' Cc: Bennett, Bradley; Chernikov, Sergei Subject: RE: Horsehead application Hi Forrest, The Horsehead package was stamped in yesterday. application fee. The fee is $860, payable to NCDENR. be _ r JUL - 5 2412 th- 11' 7rlJ� E r G T SEC i0A Upon first review this afternoon, I note that there is no permit", We are aware of our promise to you and to Horsehead to expedite processing of the application. But, we cannot even enter the application into the tracking system and assign an application number, or otherwise process the application without the fee. Under most circumstances we send such submittals back to the applicant with a form letter noting the missing fee. Please send the check to me ASAP. Overnight would be best if you can manage that. I note that there was some confusion in delivery address for the package (initially directed to Mike Randall, I believe). Use this street address forme: NC Division of Water Quality Archdale Building 512 North Salisbury Street Please print or type in the unshaded areas only. Form Approved, OMB No, 2040-0088, FORM U.S. ENVIRONMENTAL PROTECTION AGENCY 1. EPA I.D. NUMBER \=.EPA GENERAL INFORMATION =� Consolidated Permits Program 9 p GENERAL (Read Me "General instructions"before staning.) 1 12 %31 14 1 ,S LABEL ITEMS GENERALINSTRUCTiONS If a preprinted label has been provided, affix it in the _ designated space. Review the information carehrlty; if any of it I. EPA LD_ NUMBER is incorrect, cross through it and enter the convet data in the • appropriate 11114n area below. Also, if any of the preprinted data • is absent (the area to the left of the label space fists the 111. FACILITY NAME PLEASE PLACE LABEL IN THIS SPACE information that should appear), please provide it in the proper _ '.'' " filHn area(s) below. If the label is complete and correct, you V. FACILITY MAJUNG need not complete Items I, 111. V, and VI (except VI-B which ADDRESS must be completed regard19 }. Complete all items if no label has been pro ided. Refer to the instuctions for detailed item Vt.. FACILITY LOCATION descriptions and for the legal authorizations under which this data Is collected. IL POLLUTANT CHARACTERISTICS INSTRUCTIONS: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer yes' to any questions, you must submit this forth and the supplemental form listed in the parenthesis following the question. Mark W in the box in the third column if the supplemental forth is attached. If you answer 'no' to each question, you need not submit any of these forms. You may answer 'no"if your activity is excluded from permit requirements; see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms. Merk'X' Mark'r rEs NO ATfACCHHED rFs r+o ArrFORM arAG m SPECIFIC QUESTIONS SPECIFIC QUESTIONS A. Is this facility a publicly owned treatment works which results in a discharge to waters of the U.S.? (FORM 2A) X B. Does or will this facility (either existing or proposed) include a concentrated animal feeding operation or X aquatic animal production facility which results in a +e v +a discharge to waters of the U.S.? (FORM 2B) C. Is this a facility which currently results in discharges to �/ X D. Is this a proposed facility, (other than those described in A X X waters of the U.S. other than those described in A or B or B above) which will result in a discharge to waters of above? (FORM 2C) a n 71 the U.S.? (R-- X)d Form 2F n m =r E. Does or will this facility treat, store, or dispose of F. Do you or will you inject at this facility industrial or hazardous wastes? (FORM 3) X municipal effluent below the lowermost stratum X containing, within one quarter mile of the well bore, underground sources of drinking water? (FORM 4) 31 ,r M G. Do you or will you inject at this facility any produced water H. Do you or will you inject at this facility fluids for special or other fluids which are brought to the surface in connection with conventional oil or natural gas production, X processes such as mining of sulfur by the Frasch process, solution mining of minerals, in situ combustion of fossil X inject fluids used for enhanced recovery of oil or natural fuel, or recovery of geothermal energy? (FORM 4) gas, or inject fluids for storage of liquid hydrocarbons? (FORM 4) 75 M 37 38 n I. Is this facility a proposed stationary source which is one J. Is this facility a proposed stationary source which is of the 28 industrial categories listed in the instructions and X NOT one of the 28 industrial categories listed in the �/ X which will potentially emit 100 tons'per year of any air instructions and which will potentially emit 250 tons per pollutant regulated under the Clean Air Act and may affect year of any air pollutant regulated under the Clean Air Act 40 41 42 43 N a or be located in an attainment area? (FORM 5) and may affect or be located in an attainment area? (FORM 5) 111. NAME OF FACILITY SKEP �RuItUrLr'dlcolunitly Pro uction Facility EPA Form 3510-1 (8-90) CONTINUE ON REVERSE CONTINUED FROM THE FRONT VII, S1C CODES 1t In orderof " t: A. FIRST B. SECOND r2edfil APt 01 7 3341 7 ug I eecoedary sxel " and Ratining of Iknferrcus estais C. THIRD D. FOURTH (rPerhl (SPrrUll VIIL OPERATOR INFORMATION A. NAME lit is the name fisted In Item I-Aatsothaawn*4 e Horse ea COlporatian fB YES O NO u ,+ u C.STATUS OFOPERATOR Wdrr(heap ate&ltertarotheau-erbox:r "Other," tc : EF = FEDERAL M a PUBLIC (aae,,1Wnfrdsrat orsrare) NDD.p}I (sPah)S=PRATE P (724) 773-2223 a=OTHER(specO/ P ++ PRIVATE4 -lots :1a ae E. STREET OR P.O. BOX 4 5 teubenvi le i e, Sui e 4 F. CITY OR TOWN I G. STATE LL H. ZIP CODE lIX INDIAN LAND r7ylocated ianlands7 13 Pittsbuxgh P}1 11205 p YES ONO >s , X. EXISTING ENVIRONMENTAL PERMITS A- NPDES PjtF 14 STurface Mated D. pSO Fd&=rxjI s N NCO089109 g p nita Il UlC undr dewed le rNdo) Ffrddr E. OTHER 1 rr ) 01ril I I t1 U G-r—TI g F (r "o) N -10000 YJ/ypoCa LCorsaeter Conatructfan hativit:iaa is I to I if n C. RCRA Hazrirsfens 11r rrs E. OTHER di c r -ei r r Cj ereaton and Sediacatatfen Control 9 R g ?l RUTHE-2012-002 and 013 ?lane - Phase 1 (WnW-3013-002) and ehssa 3 rRvra6.2012-011) u u n u- u yI y I u fit - m Attach to this appllcallon a topographic map of the area extending to at least one mle"beyand property boundartos. The map must show the oulltne of the faclity, the locaton of mach of Its a)dsing and proposed Intake and discharge slri auras, each of its hazardous waste treatment storage, or. disposal facllties, and each well where Et lnjocts Olds underground, include all springs, rivers, and other surface vretet bodies In the map area. Sam InstruAons Tor precise requiremants, This newly constructed facility upon startup in the future will apply a proprietary hydrometallurgiaal process (solvent extraction / electro winning) for producing high grade zinc metal from two primary feed materials including waelz oxide (a.k.a. Crude zinc oxide) and zinc metal drosses and skims recovered from galvanizing 3perations. The production process includes use of feed materials in etn aqueous end hydrocarbon based solvent extraction process to produce a zinc rich electrolyte solution for use in a cell house where an electro winning process is applied to produce metalio zinc. Similar technolcgy is commonly used to produce metalic copper from Wined copper ore feed material in the western United States. XUL CERTIFICATION (sea k,staxiionsj I certifyunder penalty of (siv that 1 hava personelly axamtnad and am f"iar with the tnfaimadon subrrlff edin this oppficatron and ad altachments and (hat, based an my Enquiryof those persons tmmmdfately responstbfe for obtalaliv (he Inkrmadoa coNahted to the appacs0*4 f baiavo Thal tha Information to true; accurafe, and conlptats. t am mvata that there are slgntiican!penalties rorsubM WrQ false lnformaft ftwks nQ the posiWit r offine end laWso=eat A. NAME S OFFICIAL TITLE (fpe orprinij B. SIGNATUR C. DATE SIGNED Timothy R. Basilonee Vice -President - /J Environmental AffairS COMMENTS FOR OFFICIAL USE ONLY EPA Form 3510-1 (8-10) ATTACHMENTS TO EPA FORM 3510-1 GENERAL INFORMATION HORSEHEAD CORPORATION RUTHERFORD COUNTY PRODUCTION FACILITY • Figure 1, Site Area Map, Stormwater NPDES Discharge Permit, Horsehead Corporation, Rutherford County, North Carolina, dated February 2012, as prepared by McGill Associates, P.A. ?,X-7 /V a ?/o i— N Z— sP(/sde rid CS eit9 rvczi ale,-Vf,q _•v "d -u2, -?c3-v,?- I i - - - i ry0x•�,�yo� 1'N . _ S7=Pa3 7 %���' � a'�l�f - $ � i� --►�/�f —yll�1 �dcrll� � � � � NQ C =, r - y✓S�r% (. M P� %►"� �7' 1?l� G'j/�f n//—+`� S�`zJf�Ul�}��� Ste) Y�l �,l cv OF, j o0 2121, 14HP A V'l . ... .. .. ... NN: :r.:.... NT E . . . .. ........ cn U_ f4"l I 17 Ile 71 '77 �.-9 tow I - q. Please print or type in the unshaded areas EPA ID Number (copy from Item 1 of Form 1) I Form Approved. OMB No. 2040-0086 Approval expires 5-31-92 U.S. Environmental Protection Agency FORM 0#1 E PA Washington, DC 20460 ZFApplication for Permit to Discharge Storm Water NPDES Discharges Associated with Industrial Activity Paperwork Reduction Act Notice Public reporting burden for this application is estimated to average 28.6 hours per application, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the oolection of information. Send comments regarding the burden estimate, any other aspect of this Collection of information, or suggestions for improving this form, including suggestions which may increase or reduce this burden to: Chief, Information Policy Branch, PM-223, U.S. Environmental Protection Agency, 1200 Pennsylvania Avenue, NW, Washington, DC 20460, or Director, Office of Information and Regulatory Affairs, Office of Management and Budget, Washington, DC 20503. IL Outfall Location For each outfan, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water. A. Outfall Number (kso B. Latitude C. Longitude D. Receiving Water (name) 1 N35 12 00 W61 51 06 Broad River ll. fmprovements A. Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions. 1. Identification of Conditions, Agreements, Etc 2. Affected Outfalls 3. Brief Description of Project 4. Final Compliance Date number source of discharge a, req. b. proj. N/A - New Facility N/A -New N/A -New Facility N/A - New Facility Facility B: You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges) you now have under way or which you plan. Indicate whether each program is now under way or planned, and indicate your actual or planned schedules for construction. III. Site Drainage Mao Attach a site map showing topography (or indicating the outline of drainage areas served by the outfalls(s) covered in the application if a topographic map is unavailable) depicting the facility including: each of its intake and discharge structures; the drainage area of each storm water outfall; paved areas and buildings within the drainage area of each storm water outfall, each known past or present areas used for outdoor storage of disposal of significant materials, each existing structural control measure to reduce pollutants in storm water runoff, materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of its hazardous waste treatment, storage or disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous waste under 40 CFR 262.34); each well where fluids from the facility are injected underground; springs, and other surface water bodies which received storm water discharges from the facility. EPA Foim 3510-2F (1-92) Page 1 of 3 Continue on Page 2 Continued from the Front IV- Narrative Description of Pollutant Sources A. For aech ouffas, pm*o an ristirnato of the area (rnduda uets) of tmpadous surfaces Or#*Kerg pared areas and t ualln roots) dratnad to the outfas, and an esdmets or the foist surfaces arm drained by the outfi& Oudatt Are a ofrmpervtout6udace TotatAraaWaned Ou7a!< Area ofmpervbus6urace Told NeesOraLmed Rurber (proHde mmdsJ (Pruri?a amity krnuxr �ro+ua enPrJ fF+ovido W4 1 acres acre. S. Provide a narrallva descripllon of significant materials that are currently or In the past three years have been treated, stored or disposed In a manner to allow exposuro to storm water, method of treatment, storage, or disposal. peal and present materials management practices employed to minimize contact by these materials with storm water runoff; materials loading and access areas, and the location, manner, and frequency to which pesticides, harblddes, Boll condlooners, and fertilizers are applied. This is a new facility under construction, A variety of liquid and aolidmaterials will be used in the production porcesa. Process materiala will be managed in tanks or containers, and will be transported via pipes throughout the operation. traterial exposed to atorrywater will be minimized, and when necessary will he.managed to avoid potential impact to stormwater discharged from the facility. A SPCC plan and Srrppp will be developed and implemented, and employees iwll be trained to properly manage materials p'rloi to startup of the facility; visual inspections and housekeeping requirements will be defined in the S11PPP end SPC plans. Feed materials include Waelz oxide (crude zinc oxide) and zinc metal drosses and skims recovered from galvanizing operations. (see attached sheet for addition information) C, For each oulfati, provide the location and a dascripilan of exisUng structural and nonstructural control measures to reduce pollutants In storm vrater runoff; and a description of the treatment the storm water receives, including the sthedule end type of maintenance for control and treatment measures and the ultimate disposal of any solid or ttuld wastes other than by discharge. OuUall List Codes from Number Treatment Table 2F•1 1 11 product cn areas within E e foe 1 ty Will Include secondary containment and otorrra+ater - collection baeina, All atozm water captured in the containment basins will be analyzed prior to release to the Ctormxater system, use in the production process, or treated and discharged, This scheme for managing storcedater In the production area of the facility and other areas of the property will minimize the potential for polutants to enter atormwater that to discharged from the site. V. Nonstormwater Discharges A. I certify under penalty or law hat the outfall(s) covered by this application have been tested or evalusled for the presence of nonstoanwater discharges, and that all nonstonnwater discharged from these outraRs) are idenUtied In either an accompanying Form 2C or From 2E application for the outtall. Name and Official Title (fype orpdnf) jSignaLufa ` Date Signed Timothy A. nlasilone, Vice- President 8. ProvI a a descrfpUon of the method used, the date of an lesting. and the onsile drainage points thatware directly observed during a fast. Thin is a new facility that ie currently under construction. The facility will be designed andconstructedin a manner to rainimiza the potential for entry of process materials in stormxrater that is discharged. Vi. Significant leaks or Spills Provide existing Information regarding the history of algrXirant leaks or spills of twic or hazardous polutants at lh. facility In the Iasi three years, fnctuding the Approximate data and location of the spill or teak, end the type and amount of rnaterial released, N/A -drew Facility EPA Form 3W1 2F (1.92) Pace 2 of 3 Continue on Page 3 Continued from Page 2 f PA ID Number (copyfromItem i of Form f) rll, DEsebarge Information h B, C, S D: See Instructions before proceeding, Complete one set of tables for each outfall. Annotate the mdal number In the space provided, Table VII-A Vtl-B, VII-C are Included on separefe sheets numbers %AI-1 and Vli-2. E. Potential discharges nol covered by analysis — Is any kWc pollutant Usted In table 2F-2, 2F-3, or 2F4, a substance or a component of a substance %-which you currently use or manufacture is an tnterinedlate arfi all product or byproduct? © Yes (931 a9 such pollcrlanls 1501004 ❑ No (go to Section IX) Sca attached background information describing feedstock materials, process chemicals/reagents, and pollutants that will be monitored in the preset was effluent, materials utilised and produced at the facility will be managed by personnel that ace trained in procedures developed to minimize the potential for release of materials to the environment. materials will be managed to prevent the potential for entry in stormVater that is discharged from the facility. III. tiiofolgical Toxicity Testing Data Do you have any knowledge or reason to believe that any blologkal last for acute or chronic Welty has been made on any of your disc haryes oron a receiving ivater In relation to your discharge Mthln the lest 3 years? ❑ Yes (Rd at such poWlenls boforr) 0 No (go 6 Saedon tX) N/A Hew Facility IX. Contract Analysis Information Were any of the analyses repotted In item Vil performed by a contract laboratory or consulting f+m%? Yes (psi the name, address, and telephone number or, and pollutants ❑ No (go to Soctlon X) analyzed by, each such laborstowy orfirm helot K Name D, Address C. Area Code & Phone No. D. Pollutants Analyzed TecniCas Reunidas C1. Arapiles 13-14 +34 91 592 03 00 provided the background 2Eo15 tiadkid-Spain information for the feedstock euterlal, anticipated proeeae chemicals/reagenta and the expected process wastewater effluent characteristica.' X. Certification 1 ce& under penalty of lase that f is docamarl and ell elladownts there prepared corder my efrecCon or supordston In accardancs with a system designed to assure that qualified personnel property gafherond evaluate the hrlbrmabon subau;leedd Basadoa myingtky offhe person or persons who manage the system orlhose persons drecily responslble for gathering the informapon, the lnforma5m subnYaod 14 to ttte bast of my kaoWedge and bedof, into, occurak and complete. I am Divers that there are slgrOcant penaRles fi rsubmll5ng false lnformaffon, lackrdtng Rue possl6rTdy oflfae endkmpdsonmwd forknoudng vfola5ons A. Name & Otfiefal Title (Typo 4r P&O B. Area Coda and Phone No. Timothy R. Basilan, vice --President, Env,Affairs (724) 773-2223 C, Signature O D. Dale Signed EPA Form 3510.217 (1-92) Page 3 of 3 EPA ID Number (copy from Item f of Form 1) I Form Approved. OMB No, 204MO86 Approval expires 5.31.92 i VII. Discharge information (Continued from page 3 of Form 2F) I Part A — You must provide the results of at least one analysis for every pollutant in this table, Complete one table for each outfall. See instructions for additional details Maximum Values Average Values (include units) (include units) Number Pollutant of Grab Sample Grab Sample and Taken During Taken During Storrs CAS Number First 20 Flow -Weighted First 20 Flaw -Weighted Events (if available) Minutes Composite Minutes Composite Sampled Sources of Pollutants Oil and Grease New Facility NIA Facility is under construction Biological Oxygen Demand (RODS) New Facility Facility is under construction Chemical Oxygen Demand (COD) New Facility Facility is under construction Total Suspended Solids(TSS) New Facility Facility is under construction Total Nitrogen New Facility Facility is under construction Total Phosphorus New Facility Facility is under construction PH 1 Minimum New Pacil Maximum Minimum Maximum Facility is under construction Part B — List each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the fatality's NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). Complete one table for each outfall. See the instructions for additional details and requirements. Pollutant and CAS Number (if available) Maximum Values (include units) Average Values (include units) Number of Storm Events Sampled Sources of Pollutants Grab Sample Taken During First 20 Minutes Flow -Weighted Composite Grab Sample Taken During First 20 Minutes Flow -Weighted Composite TSS Manufacturing Process N113-N Manufacturing Process Total Aluminum Manufacturing Process Antimony Manufacturing Process Arsenic Manufacturing Process Total cadmium Manufacturing Process Chlorides Manufacturing Process Total Chromium Manufacturing Process Total Cobalt Manufacturing Process Total Capper Manufacturing Process Fluoride Manufacturing Process Total Iron Manufacturing Process Total Lead Manufacturing Process Total Nickel Manufacturing Process Total Tin Manufacturing Process Total Zinc Manufacturing Process PH Manufacturing Process ChronicToxicity Manufacturing Process Turbidity Manufacturing Process EPA Form 3510-2F (1-92) Page VII-1 Contnue on Reverse Continued from the Front Part C - List each pollutant shown in Table 2F-2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the instructions for additional details and requirements. Complete one table for each outfall. Pollutant and GAS Number (ifavailable) Maxmum Values (include units) Average Values (include units) Number of Storm Events Sampled Sources of Pollutants Grab Sample Taken During First 20 Minutes Flow -Weighted Composite Grab Sample Taken During First20 Minutes Flow -Weighted Composite The facil ty is designed and will be onstructed and operated in manner to minimize the potential for materials to enter sto water that is discharged The production area will be underlain by containment basins for capturing s crmwater. Sto water in he basins will b analyzed before being discharged to the stormwater system, used for productior processes, or treated and cischarged. Part D — Provide data for the storm event(s) which resulted in the maximum values for the flow weighted composite sample. 1 4. 5. 1 • 2. 3. Number of hours between Maximum flow rate during 6. Date of Duration Total rainfall beginning of storm measured rain event Total flow from Storm of Storm Event during storm event and end of previous (gallons/minute or rain event Event (in minutes) (in inches) measurable rain event specify units) (gallons or specify units) N/A - New Facility 7. Provide a description of the method of (tow measurement or estimate. Stormwater system is designed to manage a 100-year storm event. EPA Form 3510-2F (1-92) Page VII-2 ATTACHMENTS TO EPA FORM 3510-2F GENERAL INFORMATION HORSEHEAD CORPORATION RUT14ERFORD COUNTY PRODUCTION FACILITY • DWG. No. E-0000-G-1004-D, Forest City N.C. SX/EW Plant, General Arrangement, Storm Water Management Plan, Horsehead Corporation, prepared by Carnegie Strategic Design Engineers, LLC, Release Date March 1, 2012. • Continuation of. Part IV. Narrative Description of Pollutant Sources, B. narrative description of significant materials..., management practices to minimize contact by these materials with storm water... • Narrative describing the facility's operation, feedstock materials, reagents and products produced. • Letter from Horsehead Corporation to Mr. Charles Waklid, Deputy Director, North Carolina Division of Water Quality, dated June 13, 2011. • E-mail correspondence between Mr. Ken Pickle, North Carolina Division of Water Quality, and Mr. Forrest Westall, McGill Associates, P.A. dated November 30, 2011 and December 8, 2011 respectively. • Copy of the State of North Carolina, Division of Water Quality, Permit to Discharge Wastewater under the National Pollutant Discharge Elimination System, Permit No. NC0089109. Continuation of: Part IV. Narrative Description of Pollutant Sources B. Narrative description of significant materials..., management practices to minimize contact by these materials with storm water runoff..., materials loading and access areas, and the location, manner, frequency in which pesticides... (Page 2 of 3, EPA Form 3510-2F (1-92)) Solvent solutions and other stock materials will be used in an extraction process, including limestone, sulfuric acid (AR grade), sulfuric acid (93%), Sodium hypochlorite (12%), hydrochloric acid, lime, manganese, peroxide, kerosene, strontium carbonate, flocculants, dehpa [Di-(2-ethylhexyl)phosphoric acid], carbon, sodium hydroxide, sodium hydrosulfide, ammonium chloride, soda ash, and sodium chloride. Liquid materials will be brought to the plant in rail cars and tanker trucks and will be unloaded to storage tanks. Solid materials will be purchased in bags, supersacks or containers and stored in covered storage areas, with the exception of lime, limestone, and soda ash which will be pneumatically offloaded to process bins. Along with metallic zinc products, solid byproducts from the process will be stored at the site, including gypsum and several varieties of solid material containing heavy metals that will be bagged or containerized for transport by rail or truck to industrial operations as raw materials or recycled at Horsehead facilities. Horsehead Corporation NPDES Stormwater Permit Rutherford County, North Carolina Horsehead Corporation is the leading recycler of zinc bearing waste generated by North American steel mini -mills, and the largest producer of zinc in the United States. Construction is underway on a new zinc production facility located in Rutherford County, just south of the Town of Forest City. The facility will have limited air emissions and will discharge a clean brine process waste water. This newly constructed facility upon startup in the future will apply a proprietary hydrometallurgical process (solvent extraction / electro winning) for producing high grade zinc metal from two primary feed materials including waelz oxide (a.k.a. crude zinc oxide) and zinc metal drosses and skims recovered from galvanizing operations. The production process includes use of feed materials in an aqueous and hydrocarbon based solvent extraction process to produce a zinc rich electrolyte solution for use in a cell house where an electro winning process is applied to produce metallic zinc. Similar technology is commonly used to produce metallic copper from mined copper ore feed material in the western United States. The facility will have the capacity to produce approximately 148,000 tons of Special High Grade (SHG) Zinc metal annually. The following tables provide information on Feedstock Materials, Reagents, and Products and By-product Materials that will be used and produced at the facility: FEEDSTOCK MATERIALS FEEDSTOCK MATERIALS QUANTITY (tons/year) Zinc Oxide Zn0 228,000 Galvanizer Skimmings 28,500 REAGENTS REAGENT QUANTITY tons/ ear) REAGENT QUANTITY (tons/year) Limestone 36,000 Depha 150 Sulfuric acid 41,300 Carbon 58 NaC10 (12%) 5,825 NH4C1 44 HCL 3,900 NaOH 11 Lime 1;608 NaHS 4 Peroxide 975 Mn Sulphate 2,218 Kerosene 600 NaCl 1,200 Sr Carbonate 165 NaCO 4,400 Floc 86 PRODUCTS / BY-PRODUCTS PRODUCT QUANTITY tons/year) PRODUCT QUANTITY tons/ ear) Zn SHG 148,000 Final Residue 2,800 Zn CGG/PW 8,000 Non -Zinc Bearing Metallics 1,132 Gypsum 61,000 Metallic Cement 536 Lead Concentrate 9,200 Crud Residue 156 Glaubers Salt 13,000 PLINT Residue 32,000 The objective of the proposed storm water management plan is to manage all storm water for discharge from the facility through a single monitored outfall to the Broad River. Storm water from various areas of the facility will be managed according to the following scheme: 1. Storm water falling into various operating/production areas will be collected in segregated collection basins underlying or. adjacent to these areas, as designated, will be analyzed for likely pollutants to determine its disposition. Based on analytical -results, the water will be discharged to the storm water system, used in production process operations, or possibly treated prior to discharge. This water is referred to as "discretionary storm water" for discussion purposes. 2. Storm water drainage from standard commercial or landscaped areas and perimeter roadways, roofed areas having no contact with industrial processes. This water will be discharged directly to the storm water system leading directly. to the storm water outfall. This water is referred to as "non - discretionary storm water", and 3. Storm water falling into a few designated operation areas will be collected in segregated collection basins underlying the designated area(s) and used for production process operations at all times, and not discharged to the storm water system. 4. Storm water from undeveloped areas (fill and vegetated areas not affected by plant activities) will be discharged through energy dissipation into natural drainage channels. Storm water from described areas 1 and 2 above will discharge to the single monitored outfall for the facility. Storm water drainage from areas described in item 3 above will not be discharged but will be used in the production process, and storm water drainage from areas described in item 4 above, .including unaffected. surrounding property, will discharge into natural drainage channels. PA TIMOTHY R. BACILONL' - I+krPrreirfrill-Envinuxrtrnfefrlff�lri �\ ti'� qqq.� �'•�l 4955 STEVOEHVILLE PINE WWW.HQR6EH9AO•NET 724.773.2223 i + i SUITE 405 TpASILONEOHOASEHENE AO.T 412.7IIB.45ZO W J1f � A 0; PITTSnvnaH, PA 15205 - C0 R k` O N AT 10 N Jane 13, 2011 Leading the World in Xh+c Rery; ling Mr. Charles Wakild, Deputy Director North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 RE: May 9, 2011 Meeting Division of Water Quality Horsehead Corporation, Proposed Production Facility, Rutherford County Stormwater NPDES Permitting and 401 Certification Processes Dear Mr. Wakild: I'd Iike to thank you and others from NCDWQ, including Mr. Matt Mattliews, Ms,Cyndi Karoly, Mr. Bradley Bennett, Dr. Serge! Chernikov and Mr, Ken Pickle, for giving Horsehead Corp, (Horsehead) the opportunity to meet with you on May 9, 2011 and discuss the potential plans for constructing a zinc production facility In Rutherford County, North Carolina, Horsehead and ou'r consultant, -McGill Associates, appreciate information you provided concerning stormwater NPDFS permit Issues and the 401 certification processes. You provided valuable information with regard to requirements dealing with these subject areas that would apply to Horsehead's proposed facility. At the meeting, Horsehead provided a summary of the company's business, a description of the new plant and processes involved to produce xurc metal, and noted the importance of this new production facility to our business plan. As we indicated in our meeting, understanding the permitting process and securing necessary permits in a timely manner for the sites under consideration is a critical eonVonent in making a decision as to the site that will be selected for this facility, The PowerPoint presentation provided at the meeting contains business confidential information. A copy of the presentation was not provided to you, but we request that key production process design information for the facility and site be protected under State and Federal law, and that this information be treated as Business Confidential. As we pointed out during the meeting, the information provided about the facility and the site is preliminary and represents a general description of the operation of this proposed . facility. We are continuing with our facility design efforts and establishment of the final operating ctitenia for the plant. Horsehead and associated consultants for this project are available to answer any questions that you may have and welcome the opportunity to discuss stormwater and 401 permitting requirements for the proposed facility. . Discussions during the meeting were beneficial for our understanding of the State's stormwater and Section 401 permitting processes, and provided information required to obtain these permits. Furthermore, we gained valuable insight as to the time required by the agency for review of the permit applications, and the decisions the agency must make to process the permit requests. Below is a summary of information obtained from the meeting to clarify our understanding of points made during our discussions. ♦ Horsehead currently plans to configure the site in such a way that any precipitation on the site that may be exposed to feedstock or final product/co- product materials will be managed and used for the facility's production process. The NCDNR indicated that the permit for this stormwater would be evaluated under the NPDES process wastewater permit and not under a stormwater permit, ♦ NCDWQ characterized this approach generally as a site with a stormwater drainage area having two separate collection systems: a "clean" side and aE "Potentially contaminated" side. The "clean" portion of the facility drainage would include drainage from the impervious, non -process surfaces on the site (rooftops, non -process holding areas, and parking areas) and the landscaped areas related to the site development, not including the areas of the property left in a natural state, ♦ NCDWQ indicated that a stormwater NPDES permit would be required for the "clean" drainage, and that this permit would essentially be directed at characterization of the drainage system, identification of outfalls and provisions for the qualitative pet iodic monitoring of stormwater runoff from included areas over the permit period, and development.of a stormwater management plan for the areas draining to the "clean" collection system, ♦ Because there is currently no general permit for the Non -Ferrous Metals production SIC, the NCDWQ would be required to process a permit application under the individual NPDES Stormwater Permit portion of the program, ♦ Horsehead and consultant representatives will work in conjunction with the NCDWQ to develop all of the information required to provide a complete NPDES permit application for the facility's stormwater discharges that fall under this program, ♦ Horsehead and NCDWQ will coordinate activities to manage information development for the compilation of complete permit application, and to develop a schedule for securing a permit in the timeliest manner possible, ♦ NCDWQ agreed to provide direct and quick communication by phone and e-mail to address any questions related to the application and to resolve any Issues in a timely manner and to keep the review process moving, ♦ NCDWQ appointed Mr. Ken Pickle as the primary point of contact for communication on the stormwater permit application process, ♦ Horsehead will submit a stormwater permit application for the site as soon as the final site facility layout plan is completed. This is expected to occur in the early fall, ♦ Following submittal of a complete application NCDWQ advised that three to four months would be required for the development of a final draft permit for public notice under State requirements, ♦ Horsehead anticipates that the only stream/wetland impacts under Sections 404 and 401 of the Clean Water Act to be for an effluent discharge outfall structure on the Broad River and possibly a water intake structure for process water on the River both of which likely can be covered under the Corps of Engineers Nationwide Permit for utility activities and North Carolina's General Certification for these activities, ♦ It is understood that a complete site evaluation for waters and wetlands will need to be performed, and Horsehead will obtain such information before finalization of any applications, ♦ NCDWQ agreed to work in coordination with Horsehead to secure a complete 401 Certification application once final proposed impacts can be established, ♦ Based on the identified impacts, NCDNR and Horsehead will establish quick response lines of communication by e-mail and phone to resolve any questions about the application and the processing of a final 401 Certification, ♦ Ms. Cyndi Karoly, NCDWQ Branch Chief for the stormwater and 401 programs will be the initial point of contact, the review process will be assigned to the appropriate staff for the stream/wetland impacts that are planned, ♦ NCDWQ indicated that all communication with Horsehead related to any comments received from staff or the public would occur in a timely manner, and that if further public review was required, the Division would move this process along as quickly as possible to a final determination on pending approvals and permits. Mr. Ken Pickle has ah-eady provided several pieces of information and feed -back following our meeting. We appreciate his responsiveness in helping us to develop our approach to stormwater management on the site. Commitments made by the NCDNR during our meeting provide information that is critical for completing our site evaluation process. Horsehead looks forward to working with the NCDNR on this important project. As you are aware, this new production facility represents a large commitment of resources and technology by Horsehead for the production of zinc and other non-ferrous metal products. In relation to permitting requirements under the stormwater program, McGill Associates will serve as our primary resource for development and submittal of a complete permit application. Mr. Forrest Westall at McGill Associates will assist in coordinating information flow between Horsehead and the NCDNR. Mr. Westall can be contacted at 828.231.6840 (cell) or 828.252.0575 (office). We appreciate your assistance and that of NCDWQ's staff in helping us to define the stormwater permitting requirements for this site. Please feel free to contact me with any questions you may have. Sincerely, Timothy R. Basilone cc Forrest Westall, McGill Associates Darin Cooper, Horsehead Corp. Pickle, Ken From: Pickle, Ken Sent: Friday, June 29, 2012 2:52 PM To: Cranford, Chuck Cc: Bennett, Bradley Subject: Request to review draft stormwater permit Horsehead Corportation Hi Chuck, Please see attached draft permit and staff report for the under -construction. Rutherford County Production Facility of Horsehead Corporation. These folks will take waste zinc and produce a high -purity zinc product for the general market. Forrest Westall is their consultant. If you all could review the staff report, and send me back an original with comments, I'd appreciate it. Thanks, ,� H Vi Copy of Horsehead Copy of draft accept... rsehead_Staff Repor _5�Zly?.7-,QZ,5 0 /A// 7-14,1- 5"W" / I-r,4 L Per rh. 70' /71/JrsiAV wee , Free r Pcel vc�c Ken Pickle Environmental Engineer - NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 t M� Email: ken.pickle@ncdenr.gov Website: http:////portal.ncdenr.00ra/web/wq/ws/su `- ** Email correspondence to and from this address is subject to the North Z T'61ina151i6 ie Rec&A-Law aritl`may,be disclosed to third parties unless the content is exempt by statute or other regulations.** TIMOTHY R. BASILONE 1 rm hesidrnf - Cirvimrru:nuolf jlffrrirs 4955 STEUBENVILLE PIKE SUITE 405 PITTSBURGH, PA 15205 March 26, 2012 WWW.H0RSEHEA0.NET 724.773.2223 TBASILONEOHORSEHEAU.NET 4t2.706.4526 Mr. Ken Pickle Environmental Engineer North Carolina Department of Environment and Natural Resources Division of Water Quality Stormwater Permitting Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Re: NPDES Stormwater Permit Application Horsehead Corporation Rutherford County, North Carolina Dear Mr. Pickle: CORPORATION Lredirrg NIC! Warld i1r.Ziur_8tcyc1iRs _1 'D JUL - 5 2012 _ WATER C!,A_ITY SECTION A= �"LFI i C" ,L CFFiCE + @@ff-0 [ I MAR 9, 8 2012 DENR - WA'r-,, : j-Zlry `Sftnd.sr In accordance with our prior discussions with you occurring over the past year, an NPDES Stormwater Permit Application has .been completed for the new Horsehead Corporation (Horsehead) facility that is currently under development in Rutherford County. As described in the attached application, a stormwater management system has been developed that is integral to the operation of this facility and that is designed to minimize the potential for discharge of pollutants in stormwater from the site. Please find enclosed three (3) copies of the following documents: o EPA Form 3510-1, o General Information and EPA Form 3510-217, and o The Application for Permit to Discharge Storm Water associated with Industrial. Activity for the Rutherford County Production Facility presently being constructed by the Horsehead Corporation. Mr. Ken Pickle March 1 G, 2012 Page 2 In addition, please find the following'supplemental information required in the application and included for your convenience: • Figure 1, Site Area Map, Stormwater NPDES Discharge Permit, Horsehead Corporation, Rutherford County, North Carolina, dated February 2012. • DWG. No. E-0000-G-1004-D, Forest City N.C. SX/EW Plant, General Arrangement, Storm Water Management Plan, Horsehead Corporation, prepared by Carnegie Strategic Design Engineers, LLC, Release date March 1, 2012. • Narrative describing the facility's operation, feedstock materials, reagents and products and by-products. • Letter from Horsehead Corporation to Mr. Charles Wakild, Deputy Director, North Carolina Division of Water Quality, dated June 13, 2011. • E-mail correspondence between yourself and Forrest Westall with McGill Associates, P.A. dated November 30, 2011 and December 8, 2011, respectively. • Copy of the State of North Carolina, Division of Water Quality, Permit to Discharge Wastewater under the National Pollutant Discharge Elimination System, Permit No. NC0089109. The objective of the proposed plan is to manage all stormwater for discharge from the facility through a single monitored outfall to the Broad River. Stormwater from various areas of the facility will be managed according to the following scheme: 1. Stormwater falling into various operating/production areas will be collected in segregated collection basins underlying or adjacent to these areas, as designated, will be analyzed for likely pollutants to determine its disposition. Based on analytical results, the water will be discharged to the stormwater system, used in production process operations, or possibly treated prior to discharge. This water is referred to as "discretionary storm water" for discussion purposes. 2. Stormwater drainage from standard commercial or landscaped areas and perimeter roadways, roofed areas having no contact with industrial processes. This water will be discharged directly to the stormwater system leading directly to the stormwater outfall. This water is referred to as "non -discretionary storm water", and 3. Stormwater falling into a few designated operation areas will be collected in segregated collection basins underlying the designated area(s) and used for production process operations at all times, and not discharged to the stormwater system. 4. Stormwater from undeveloped areas (fill and vegetated areas not affected by plant activities) will be discharged through energy dissipation into natural drainage channels. Mr. Ken Pickle March 16, 2012 Page 3 Stormwater from described areas I and 2 above will discharge to the single monitored outfall for the facility. Stormwater drainage from described areas in 3 above will not be discharged but will be used in the production process. Stormwater drainage from described areas in 4 above, including unaffected surrounding property, will discharge into natural drainage channels. We appreciate your guidance and assistance on this important project. In meetings over the past year with you, we discussed the importance of having all permitting in place as quickly as possible and well before the facility is scheduled for start up. We anticipate that you will stand by the commitment made by the Division of Water Quality to provide a quick review and action on this permit application. If there is any aspect of this permit package that needs clarification, please contact me immediately so that the issue can be resolved without delay. In addition, the Division had indicated that a pre -draft of the permit (before notice) would be provided for our review before a draft permit is directed to public notice. If you have any questions please do not hesitate to contact me. Sincerely, HORSEHEAD CORPORATION Timothy R. Basilone Vice President, Environmental Affairs Enclosures cc: Forrest Westall, PE, McGill Associates, P.A. NCS000562 A� NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman Governor Director Secretary STAFF REVIEW AND EVALUATION NPDES Stormwater Permit Facility Name: Rutherford County Production Facility, Horsehead Corporation owner NPDES Permit Number: NCS000562 Facility Location: US 221, south of Forest City, NC, Rutherford County Type of Activity: High purity zinc recovery from waste material SIC Code: 3341 Receiving Streams: Broad River, see Figure 1 River Basin: Broad River Basin, Sub -basin 03-08-02 Stream Classification & condition: Class C, no TMDL, no 303(d) Proposed Permit Requirements: See attached draft permit. Monitoring Data: New permit, no historical data exists. Response Requested by: duly 16, 2012 Central Office Staff Contact: Return to: Ken Pickle, (919) 807-6376 Special Permitting Issues: Risk considerations Rating Scale: 1 minimal risk to 10 risk factors resent Compliance history No history: rate 1 Benchmark exceedance A new site, with no past measurements: rate 1 Location (TMDL, T&E species, etc) Downstream benthos impaired; downstream WS-IV and WS-IV CA: rate 6 Other factors: Other factors in aggregate present larger than normal risks for most • Zinc solutions, lead, and acids industrial sites: rate 10 present. • Industry is unique in NC, no other similar facilities. • A start-up facility. • Multiple tanks & containments, rail unloading, potential for process fluids to be exposed. • Avoiding heavy metal solutions discharges depends on proper operator actions to a larger than normal degree. Risk and DWQ scrutiny rating: 18/40 - moderate stormwater pollution risks Page 1 of 4 NCS000562 Description of Onsite Activities: • Horsehead receives waste zinc material, and refines it into a high purity product. Byproducts are secondary in importance, including minor amounts of lead and silver production. Documents Reviewed: • NPDES stormwater permit application materials, received in final form May 8, 2012. • US Fish and Wildlife Service threatened and endangered species inventory for Rutherford County • Natural Heritage Program staff reports no rare aquatic species in the Broad River in this vicinity. • EPA Sector -Specific Permit, 2008. SIC 3341 covered, but no benchmarks assigned. • Integrated Report 303(d) List, 2010 final: upstream WS-IV and downstream WS-IV and CA impaired for aquatic life, but the actual receiving reach is classified C and is not listed. • July 2008 Broad River Basinwide Plan: no comment on this site; in 2008 the receiving water is shown as supporting its classified uses. History: • First time stormwater permit application. • First time NPDES wastewater permit issued Nov. 11, 2011, NC0089109. Figure 1: Map of Facility r .t, 777 4 � Iles L\ 1 1 ti \��i � i� s• ` I 1 � " • ' r _ t ... ti: �� I f' .1' •� > l i I 1 \ � � �' ' �f fir- Horsehead Corporation y�y,�++ j\� s `• , ,� �` �L �, .�M i111 � i � irr t`i •, � 9 's ` �,;•. 4. x• ... �. .-r may • c 'i' Ga y/.. V� {��� may.() `� ,. �• Page 2 of 4 NCS000562 Central Office Review Summary: 1. Owner's Other Permits: o NCO089109 issued for wastewater discharges. Permit limits on Q, Cd, F, Pb, pH. Monitoring w/o limits on TSS, NH3, Al, Sb, As, Cl, Cr, Co, Cu, Fe, Ni, Sn, Zn. Also Chronic Toxicity and NTU. 2. General Observations: New, large site with no history. On -site zinc solutions are materials of primary concern_ 3. Impairment: Receiving water not listed as impaired on 303(d) IR. 4. Threatened and Endangered: None identified by USF&WS website: NHP staff contact reports no rare aquatic species in the Broad River in this vicinity. 5. Location: Close to Brice in southern Rutherford County, on the south bank of the Broad River. Site elevation relative to the Broad River discharge point suggests energy dissipation concerns for stormwater flows. 6. Industrial Changes Since Previous Permit: New permit, no changes. 7. Analytical Monitoring Notes: Quarterly monitoring. 8. Qualitative Monitoring Notes: Quarterly visual monitoring. Permit Recommendations: Analytical Monitoring 1. Analytical monitoring has been set to quarterly during a measurable storm event as defined in Part Il Section B. The recommended quarterly monitoring is more frequent than most standard industrial stormwater permits. This facility handles heavy metal solutions, and is without a track record of performance in North Carolina. Quarterly sampling is recommended in response to the increased risk factors noted above. DWQ can consider reducing the sampling frequency later in the permit term if supported by subsequently collected data. 2. The permittee must document the total precipitation for each sampled event. If no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow" within 30 days of the end of the three-month sampling period. 3. Analytical monitoring parameters: a. Metals: Zinc, lead, silver. Based on Zn solutions on site; based on identification of Pb as a secondary byproduct, Ag chosen for very low benchmarks and as a surrogate for all other heavy metals potentially present. Ag reported as expected to be present and recovered in very small amounts. b. Organics: TPH, based on significant on -site presence of kerosene or kerosene -like petroleum product as the solvent vehicle for DEHPA, a key process ingredient. c. Conventional pollutants: TSS, pH, TN, TP. Nutrients based on N and P compounds reported as present in the manufacturing process. 4. Benchmarks are included for all analytical parameters. Exceedances of benchmark values require a response action from the permittee in a tiered program. If the sampling results are above a benchmark value, then the facility shall follow the Tier 1 guidelines which require a facility inspection within two weeks and if feasible, implementation of a mitigation plan within two months. If during the term of this permit, the sampling results are above the benchmark values, or outside of the benchmark range, for any specific parameter at the discharge outfall two times in a row (consecutive), then the facility shall follow the Tier 2 guidelines which require a repetition of the steps listed for Tier 1 and shall also immediately institute monthly monitoring for all parameters at every outfall where a sampling result exceeded the benchmark value for two consecutive samples. 5. Qualitative monitoring also must be accomplished during a measureable storm event. 6. Vehicle maintenance area monitoring is not applicable since this facility will have only one stormwater outfall. 7. The permittee is required to continue monitoring until the permit is renewed. See Footnote I of Table 2. Discussions with permittee: DWQ met with Tim Basilone, Horsehead Vice President, and with Forrest Westall, consultant, in an initial meeting, a follow-up meeting prior to application submittal, and a meeting subsequent to the initial submittal of application materials. In addition, email correspondence was used to request additional information on the proposed project. Page 3 of 4 NCS000562 Recommendations: Based on application materials received on March 28, 2012; and again on April 2; and again on May 8, SPU considers the combined application materials sufficient to issue an individual Stormwater Permit. We are requesting Regional Office review comments, and full or qualified concurrence. Prepared by (Signature) Signature of Ken Pickle Date Stormwater Permitting Unit Supervisor for Bradley Bennett Date Concurrence by Regional Office Date RO Water Quality Regional Office Staff Comments (attach additional paces as necessary) Page 4 of 4 Riddle, Rick L From: Randall, Mike Sent: Tuesday, June 27, 2017 2:15 PM To: Riddle, Rick L Subject: Fwd: Horsehead storm water/ waste water permit renewal Sent from my iPhone Mike Randall Stormwater Permitting Program NC Division of Energy, Mineral and Land Resources (DEMLR) Office: 919-807-6374 Cell: 919-389-7801 1612 Mail Service Center Raleigh, NC 27699-1612 Email correspondence to and from this address may be subject to public records lows Begin forwarded message: From: "Burch, Brent" <brent.burch@ncdenr.gov> Date: June 27, 2017 at 2:03:07 PM EDT To: "Davidson, Landon" <landon.davidson@ncdenr.gov>, "Randall, Mike" <mike.randall@ncdenr.gov> Cc: "Woosley, Julie" <Iulie.woosle ncdenr. ov>, "Aiken, Stan E" <stan.aiken@ncdenr.gov>, "Morris, Sean" <sean.morris@ncdenr.gov>, "Menzel, Jeff' <'eff.menzel ncdenr. ov> Subject: FW: Horsehead storm water/ waste water permit renewal Hi Landon and Mike, The Hazardous Waste Section is requesting that DEMLR and DWR put all stormwater and NPDES permit modifications related to Horsehead on hold until we can determine what impact, if any, those modifications may have on our regulatory jurisdiction related to a joint HWS/EPA January sampling event. As both of you may be aware, 9 of 15 sample results came back exceeding hazardous waste limits for one or more constituents including lead, cadmium, chromium or silver. All 9 areas are, or could be, related to stormwater management or regulated discharges. HWS will be having a conference call this Thursday with Horsehead and EPA to discuss the sampling results. Additionally, HWS continues to work with EPA to establish a plan of action to address both our concerns at the site. I know all of our programs have responsibilities to respond to our customers in a timely manner, so if we need to reach out to DEMLR or DWR staff at the Division level we would be happy to do so. Please let me know if you have any questions, concerns or thoughts on moving forward. I would be happy to set up a conference call where we can all discuss this in more detail internally if that is preferred. Thanks ... Brent Brent G. Burch Compliance Branch Head Hazardous Waste Section Division of Waste Management 828 321 9585 office 919 270 2049 mobile Brent. Burch(@-ncdenr.gov PO Box 1427 Andrews, NC 28901 C.- -:5' Noth1n9 Compares�, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Menzel, Jeff Sent: Friday, June 23, 2017 3:58 PM To: Burch, Brent <brent.burch@ncdenr.gov>; Morris, Sean <sean.morris@ncdenr.gov> Subject: Horsehead storm water/ waste water permit renewal Sean and Brent, After reviewing the current draft of Storm Water permit NCS000562 forAmerican Zinc Products LLC (former Horsehead Metals), I would like to request that this draft and any other NPDES permit be placed on hold. The current storm water permit does not expire until March 2018 and I feel that any analytical data available along with observations made by HWS during site visits staff be conveyed to DEMLR/DWR before any subsequent permits are issued. This facility, in its shorts life span, has had numerous spills of hazardous material with the primary conveyance being the storm water/wastewater systems. There are NPDES permits issued for both. The facility has asked for DEQ's input during their current engineering phase prior to starting operations again in 2018. To facilitate a beneficial response to the facility I think it is prudent that the various Division's share information or concerns regarding permit requirements or applicable regulations. If you need any additional information or supporting documentation for this request I will be happy to provide that. Thanks, Jeff Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell Jeff.menzel@ncdenr.gov PO Box 117 Black Mountain, NC 28711 "Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. A2R I J to Iglu I ZAAC at e s 1 v�. °a� ke - p _ Ay, - sX -5�� fat 1 A.) 3 e-c�ar3 s �W .l•/IiD S,p�C P ��3 e .y' S� . �. _i ppppw . 1 54--'W [dS Qc..-wit ��C /,co/.r "15 sl% xe [ Ufa r1A.+�s C'G..tAT( Ae eex ;)I.ei-el r- �c _ � •.i - i > - s t •� .•� � .< Pickle, Ken From: Pickle, Ken Sent: Friday, February 26, 2016 10:46 AM To: Aiken, Stan E Cc: Bennett, Bradley; Walker, Fred Subject: Horsehead spill and Stormwater Permitting Program wrap up for now Hi Stan, It's Friday, and I'm trying to wrap-up/nail-down a few issues that crossed my desk over the last couple of weeks, including our comments on the February spill at Horsehead and the suspension of start-up and manufacturing activities. I've spoken with Bradley (programmatic concerns) and with Mike Lawyer (experienced in enforcement/implementation of our permits from a Regional Office perspective.) Most of this we have already covered, but just in case it comes up again in ARO, here's where I think we should be (based on what I think we know about the site and spill): • They have not applied for rescission of the stormwater permit yet, but if they do it would not be automatic for us. I think there's a reasonable case to be made that we would require them to clean up the site (remove potential stormwater exposure to our satisfaction) before we would rescind the permit. We have the authority in federal rule to require continuing permit coverage and compliance even if the plant shuts down. Continuing on this idea, ARO or RCO should advise HH that the permit is still in effect until we officially rescind it. Do you guys want to do that, or would you prefer me to? The "Storm Pond" should never discharge directly to surface waters based on our understanding of its use and contents. Discharge of the fluids in that basin is not authorized under the our stormwater permit, NCS000562. With respect to the February 2016 spill: o The text of the permit requires HH to provide secondary containment. Arguably leaking secondary containment is no secondary containment, and results in a violation of permit conditions. So, yes there has been a permit violation. However, I have the impression that their response was pretty good, and that no zinc solution reached the receiving waters. ARO can decide if issuing an NOV/NOD is appropriate. o On the same topic, the text of the permit requires the permittee to properly operate and maintain all systems for pollution control at all times. Again, leaking secondary containment is evidence of the permittee's failure to properly operate and maintain that control system. Again, again —your call on how much to make out of this. o Summary: Yes, the circumstances of the spill amount to a permit violation. The appropriate level of our response to the violation deserves careful consideration. I know you all have been out to the site several times during construction and start up, but I don't see a BIMS entry for a permit compliance inspection. If HH is high on your radar, consider if it's time for a compliance inspection. The fact that they are shutting down operations might ease our concerns a little, but imo reduced staff and management attention to the physical plant along with atypical operations (shut down procedures) would increase our concerns to an even greater degree. o It might be worthwhile to get copies and review all their stormwater monitoring results as part of the inspection. (I'd like to see those, too.) o After the big spill in 2015 HH promised to go around to all the containments and inspect/repair/revise/address the failure mechanism (seam between tank wall and containment wall) identified in that spill. Can they provide work orders/logs/ physical evidence that indeed they did that to a substantial extent? o Do they intend to do the same thing for the failure mechanism in this second spill (I mean both the water line break and the containment failure.) Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. gickleancdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 �; Nothing Compares,-,- M.I' Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. r- � Pickle, Ken From: Pickle, Ken Sent: Tuesday, February 23, 2016 12:37 PM To: Bennett, Bradley Subject: FW: Interpretations of site conditions vs permit requirements, Horsehead Corp, ARO Hi Bradley, I spoke with Mike Lawyer about Horsehead. His comments included: • We shouldn't rescind their permit, even though they are shutting down. 1 advised that they hadn't requested rescission, and .hat my expectation is that significant exposed materials would remain. • Did they make timely notification of the spills? I advised Yes. • Sounds like they did just what we would hope they would do in response to a spill. Based on my description of their response actions on the first spill. • Note that permit provides they still can't contravene WQS. DWR should pursue this if they're interested, but not DEMLR. • Mike concurs that leaking secondary containment is inadequate, and does not meet the permit requirements. He has encountered this before and required permittees to beef up the secondary containment to the point of adequacy. I explained the mechanism of the first leak, and that although I don't know the exact mechanism in the second leak, it was again a containment failure. • Mike suggested review of the permittee's Spill Prevention and Response Plans to see if they're adequate. 1 reported that the spill responses have been good, so for. And that after the first spill HH reported that they would institute on inspection and repair program specifically targeting the failure mechanism for prevention. Whether they have followed through with the spill prevention portion or not 1 don't know. He suggested we confirm the follow through on the first spill prevention actions. • Mike suggested review of the permittee's secondary containment design basis. 1 failed to report to Mike that HH asserted that the containment has been designed for the 100-yr rainfall —1 probably need to check that early comment to be sure it's still vvolid.--l-did-eonfirm_th.at the failure mechanism was not overtopping, ofaik. • Mike would consider a CEI. 1 advised that ARO had been in April response to the first spill, but not to conduct a CE1. / • Mike would be interested in whether the sampling shows that the facility was meeting the benchmarks before/after the spills. KBP Summary Conclusions and Actions: (Based on review of permit text, 2F and application materials, SPPP chapter in the integrated Contingency Pion, discussion with Mike Lawyer) • inadequate secondary containment is a permit violation. Response actions have been very good. KBP opinion: No further action by DEMLR. • We/ARO should notify HH that the stormwater permit remains in efferr mtil wa rescind it: and we likely won't based on our understanding of site conditions. • We/ARO should review any monitoring results in relation to I efore and after the spills. • We/ARO should confirm that HH subsequently acted to prev t containment failure 'a'the mechanism in the (I first spill, and that the mechanism in the second spill will likewise re preventative measures at other` j r ments. ay want to consider a storm aterCEItorm Pond" should never discharge directly to surface waters based on our understanding of its use and ts. f • KBP to advise Stan of these conclusions. Bradley, any cautions, comments, or corrections? KBP Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken.pickle@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares ---,- Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Lawyer, Mike Sent: Tuesday, February 23, 2016 9:32 AM To: Pickle, Ken <ken.pickle@ncdenr.gov> Cc: Bennett, Bradley <bradley.bennett@ncdenr.gov> Subject: RE: Interpretations of site conditions vs permit requirements, Horsehead Corp, ARO Hey Ken. I should be in the office today and likely tomorrow as well. Michael Lawyer, CPSWQ Environmental Program Consultant Division of Energy, Mineral and Land Resources I Land Quality Section North Carolina Department of Environmental Quality 910 433-3394 office mike. lawyer(aDncdenr-gov 225 Green Street, Suite 714 Fayetteville, NC 28301 -5��'Nothifng Compares..... 0--- 'Er correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Tuesday, February 23, 2016 9:08 AM To: Lawyer, Mike <mike.lawyerPncdenr.gov> Cc: Bennett, Bradley <bradley.bennett@ncdenr.Pov> Subject: Interpretations of site conditions vs permit requirements, Horsehead Corp, ARO H1 Mike, I'd like to chat with you about the circumstances around a permitted facility in ARO. Are you available over the next couple of days to speak with me on two issues at the subject facility in ARO? Background: o Horsehead Corporation holds our individual stormwater permit NCS000562, issued for the first time April 1, 2013. The facility is sited above the flood plain, on the high banks of the Broad River, just west and south of Mooresboro, NC. The Broad River is class C at that point. o They take zinc by-products from manufacturing processes and further refine it into ultra -high purity zinc, for which there is a very profitable specialty market. o The construction and start-up have been plagued with problems both wrt production and ironmental. Th plant was moth -balled earlier this month, never having reached full scale production. T e shake -out period jus stretched on and on. o We have a report that a portion of the management and engineering staff will remain on site being. They are not going down to just security staff. o First issue: There have been at least two spills of zinc -enriched solutions, one earlier this month, and one last year. o DEMLR ARO and SPP are interested because both spills made it to our site stormw in the hill o round immediately adjacent to the Broad River. A portion of a first spill passed into e (road R�iv r;�the second spill was contained in the 'energy dissipater, the oncrete lined first c ber `oft stormwater basin (Energy dissipater because: 60" stormwater pipe, 8 ro . o DWR ARO surface water and ground water are interested because of the potential for zinc to reach both the Broad River and ground water. Conside!d o DWR ARO Haz Waste folks are interested because the spilled zinc solution might be hazwaste now that it has been released to the environment.����`7 o DWR NPDES has issued a wastewater discharge permit for the fa ut the spill incidents don't appear to trigger any concern under the wastev�a e A portion of t first spill reached the Broad River, and might be considered,discharging wastewater without a perm o Second issue: The facility has a large basin forstormwater collection adjacent to draining the production area. The basin's primary purpose is to -ah—d spills for introduction back into the process (they need rainwater to augment city water in the process.) Discussion has arisen on whether that stormwater could ever be discharged if it tested clean, given the sloppy operation and presence of process fluids leaking onto the pavement draining to the pond. So, my questions have to do with whether you have had opportunity to apply the stormwater permit conditions or boilerplate to similar spill circumstances. The other ARO Divisions seem to expect DEMLR to act under the stormwater permit, but it's not clear to Bradley and me where the text might be used to either require action or to be the basis of an enforce ment/NOWNOD. What portions of the permit text have you used to encourage better behavior from our permittees? Please let me know when you can make time to chat. Thanks, Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken.pickle@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares.,.. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Pickle, Ken From: Pickle, Ken Sent: Monday, February 22, 2016 5:50 PM To: Bennett, Bradley Subject: FW: Description of Ponds, Horsehead, NCS000562 Bradley, It looks to me like there are two open items recently raised requiring our review and comment. The first is the spill. The second is the basin designated as the "Storm Pond", one of four ponds on the west side of the facility. As you suggest, I'll look again at the permit text, and at the application materials. NCS000562, effective 4/1/2013. Summary: • For the spill into the energy dissipater, and whether there is a permit violation: o Part I Section B authorizes the discharge of stormwater that has been "adequately treated." With respect to any zinc residuals in the energy dissipater or the rest of Basin #1, until the benchmark testing is accomplished, we won't have a basis to assess whether or not any zinc residuals from the spill are a possible cause of violation of the 'adequately treated' requirement. o Part II Section A requires secondary containment to prevent runoff pollution. Leaking secondary containment is no secondary containment. The permittee has violated this requirement of the permit. But, presumably he fixed it right away. o Part III Section C requires the permittee to properly operate and maintain the systems put in place to achieve compliance with the permit. We would apply this requirement to the requirement for secondary containment, and note that he has failed to properly operate and maintain the system. But again, presumably he fixed it right away. o Summary: Yes, there's a permit violation as a result of a water line breaking and ineffective secondary containment. Environmental impact is not yet established. For the "Storm Pond" and whether discharees from it are permitted under our hermit: o Not mentioned by name in the text of the permit. o Not mentioned by name in the application narrative, although the submitted site drawing indicates that the pond in question is part of the 10-acre Area 200 part of the facility. The whole Area 200 is noted on the drawing as having recycle back to the process for contaminated stormwater, or controlled release for tested and confirmed clean stormwater, as are several other areas of the site. The level of detail of the drawing does not indicate the nature of any effluent structure or piping configurations, either in the individual containment structures, or in the Storm Pond. As I think I recall from the on -site meeting previously, site personnel reported that there was a piping connection at the pond, but that it had never been used, and that it never would be used to discharge stormwater. I conclude that the purpose of this basin is a manufacturing process purpose, not an environmental or stormwater purpose, despite the HH name. Note that HH correspondence reports that the facility captures rainfall to reduce reliance on city water. o We have an inspection report indicating sediment accumulation in the pond, with the assumed potential for zinc concentrations. o Summary: Our permit provides that fluids from secondary containment can be released if found uncontaminated. I would not consider this Storm Pond a secondary containment. To me, secondary containment implies limiting the environmental exposure to an area immediately around the tankage involved. That is not the case here. I think the pond is functioning more for rainfall capture for process purposes, process fluid volume capacitor, spill reclaim, and recycle basin. I think there is a very basic r distinction to be made between normally passive, infrequently used, secondary containment for environmental protection and a process fluid capacitor. Ken BACKGROUND DISCUSSION SUPPORTING THE SUMMARY ABOVE On the first issue of the spill. I've gone over the Horsehead permit, NCS000562, and see these potential elements of the permit that might be relevant. The circumstances are: a water line break that filled a containment structure to a point where a portion of the contents of the containment leaked out through a failed seam between materials, and then got into the stormwater-only collection system. • No help: our permit authorizes stormwater discharges associated with industrial activity, and it does not appear that the circumstances have resulted in a discharge. (Jeff reports that HH reports that the material was completely contained in the concrete -lined energy dissipater basin.) • No help: As to any zinc residuals, the material was pumped out. We would rely on the zinc benchmark in the permit to control zinc content in any stormwater discharges due to any (presumably?) small amount of residuals remaining in the energy dissipater structure. • No help: Part I Section B: "Any other point source discharge to surface waters of the state is prohibited unless it is an allowable non-stormwater discharge or is covered by another permit, authorization, or approval. The stormwater discharges allowed by this permit shall not cause or contribute to violations of Water Quality Standards." Again, in the first sentence, there was no discharge. In the second sentence no evidence of a wqs violation from the non -discharge. • No help: Part IV Definitions: "Allowable Non-Stormwater Discharges This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the stormwater conveyance system are: a. All other discharges that are authorized by a non-stormwater NPDES permit. b. Uncontaminated groundwater, foundation drains, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from footing drains, flows from riparian habitats and wetlands. c. Discharges resulting from fire -fighting or fire -fighting training, or emergency shower or eyewash as a result of use in the event of an emergency." But, again, without a resulting discharge. I question whether this part of the permit is triggered. No help: With respect to any portion of the original application submittal, there are portions that speak in a limited way to provisions for spills. Form 2F in four places reports that, "Material exposed to stormwater will be minimized, and when necessary will be managed to avoid potential impact to stormwater discharge_d from the facility." (2F, IV B). "This scheme for managing stormwater in the production area of the facility and other areas of the property will minimize the potential for pollutants to enter stormwater that is discharged from the site." (2F, IV Q. "Materials will be managed to prevent the potential for entry in stormwater that is discharged from the facility." (2F, VII E). "The facility is designed and will be constructed and operated in a manner to minimize the potential for materials to enter stormwater that is discharged." (2F, VII Q. So, the application states that HH will manage the materials and stormwater, and will also design and construct the facility, to prevent the discharge of polluted stormwater. Those statements might together be construed to say that spilled materials would not be transported off site in a stormwater discharge. But again, without a resulting discharge, the reasonable interpretation might be that the facility indeed managed the spill to prevent the discharge of site stormwater containing the spilled materials. • Some help: Part I Section B: "Until this permit expires or is modified or revoked, the permittee is authorized to discharge stormwater to the surface waters of North Carolina that has been adequately treated and managed in accordance with the terms and conditions of this permit." Vague "adequately treated and managed" offers some direction, but would be hard to definitively pin a violation on HH, imo. I think the probable measure of "adequately treated" is the discharge concentration of Zn. If the zinc concentration is over benchmarks, and if the exceedance might be attributable to the spill from the WOX containment, then the spill might be the basis for asserting that the permittee did not adequately treat and manage his stormwater discharge. • Some help: Part II Section A SPPP: "Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage of liquid materials including petroleum products; storage in any amount of Section 313 of Title III of the Superfund Amendments and Reauthorization Act15ARA)_water priority chemicals; and storage in any amount of hazardous substances in order to prevent leaks and spills from contaminating stormwater runoff. A table or summary of all such tanks and stored materials and their associated secondary containment areas shall be maintained. If the secondary containment devices are connected to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices, which shall be secured closed with a locking mechanism. Prior to release into the stormwaters conveyance system, any stormwater that accumulates in containment areas shall be at a minimum visually observed for color, foam, outfall staining, visible sheens, and dry weather flow. Accumulated stormwater may be released if found to be uncontaminated by any material." The leaking secondary containment system has failed this part of the permit requirements, since leaking secondary containment is no secondary containment. Failure to provide secondary containment would be a permit violation. • Some help: Part III Section C Boilerpate: " Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit." Possibly we could propose that the permittee has not complied with this permit requirement since leaking secondary containment is not proper operation and control of the systems installed to achieve compliance with the permit. With respect to the basin designated as the "Storm Pond" and any discharge from it: • The text of the permit does not speak to such a pond by name. Nor by any indirect reference. • However, note that the face of the permit references GS 143-215.1, which establishes the requirement for a permit, and from which 15A NCAC 2H .0126 springs which incorporates by references 40 CFR 122.26which authorizes "discharges composed entirely of storm water", which is the basis for us casually characterizing our permits as "stormwater-only" permits. All to say that if this pond has any process fluid flowing into it, it can't be discharged under our permit. But, we do have a confusing circumstance with area drainage from the sloppy areas of the facility. If that material produced by operations sloppiness is transported by runoff into the Storm Pond, can it be discharged under our permit, assuming it would be found to be uncontaminated? Even so, it is not clear that the Storm Pond is equipped with a discharge line to our Basin #1 along the Broad River. • The HH application materials describe four categories of flows that mi ht be generated at the siterJ vy b°' rZ- o HH uses the term `discretionary storm water" for r ' in so proce as will be colleted and tested and potentially used in the process, or Areated prior to discharge r released as stormwater. o HH further intends to collect rainfall from certain ther process areas and al ays use the water as part of the process. o Additionally, HH uses the term "non -discretionary storm w r" fort infall originating on the perimeter roadways, commercial areas, and roof tops of the site, but without contact with the industrial processes. Such flows will be discharged directly to the stormwater outfall. o Rainfall originating from undeveloped areas (fill and vegetated areas not affected by plant activities) will be essentially treated as not qualifying as regulated stormwater, and will be discharged unmanaged as the terrain dictates. o None of the HH categorizations above specifically identifies the "Storm Pond." o While these are HH classifications, they mean nothing to us except insofar as the containment structure liquids are stormwater-only liquids, testing clean. Our permit only authorizes stormwater-only discharges, free of any contamination • The HH 2O13 Integrated Contingency Plan covers the SPPP requirements in Chapter 4.0. 3 f . o Paragraph 4.2.2 reports that, `Th�e_are no secondary containment areas th re connected to storm water conveyance systems. A portable hose will be used to transfer water from the secondary containment to the storm water system, if needed. Storm water that accumulates in the containment areas will be visually observed and tested to ensure contaminants are below permit limits before being released to the storm water conveyance system." This entry would be consistent with our permit requirements for secondary containment. Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. pickle@ncdenr. gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Friday, February 19, 2016 1:47 PM To: Davidson, Landon <landon.davidson@ncdenr.gov>; Menzel, Jeff <jeff.menzel@ncdenr.gov>; Burch, Brent <brent.burch@ncdenr.gov>; Heim, Tim <Tim.Heim@ncdenr.gov> Cc: Bennett, Bradley <bradley.bennett@ncdenr.gov>; Aiken, Stan E <stan.aiken@ncdenr.gov> Subject: FW: Description of Ponds Hi guys, Thanks for bringing us up to speed. I'll talk with Bradley a little more about this over the next few days to see what/if this may mean under our permit coverage of Horsehead. Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken.pickie@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 h - 01. —�"Noth€ng Compares.` Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Davidson, Landon Sent: Friday, February 19, 2016 1:26 PM To: Menzel, Jeff <ieff.menzelC�ncdenr.gov>; Burch, Brent <brent.burch@ncdenr.gov>; Aiken, Stan E <stan.aiken@ncdenr.gov>; Pickle, Ken <ken.pickle@ncdenr.gov> Cc: Heim, Tim <Tim.Heim @ncdenr.gov> Subject: RE: Description of Ponds To all, Thanks Jeff. This is a good revision or correction to my email from yesterday. This sentence regarding the stormwater pond: Most likely there is zinc and other constituents within this sediment the concentrations are not known at this time. could suggest a potential violation of the stormwater permit? Does there need to be more investigation into how the ponds, or at least the SW capture pond, is being used and its connection to stormwater outlets? I just don't have the background on the SW side for this type of facility where SW is captured in ponds that are bled into a process and if recycling occurs in that same pond. G. Landon Davidson, P.G. Regional Supervisor — Asheville Regional Office Water Quality Regional Operations Section NCDEQ — Division of Water Resources 828 296 4680 office 828 230 4057 mobile Landon. Davidson(5ncdenr.gov 2090 U.S. Hwy. 70 Swannanoa, N.C. 28711 �Nothing Compares.` Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Menzel, Jeff Sent: Friday, February 19, 2016 11:39 AM To: Burch, Brent <brent.burch(@ncdenr.gov> Cc: Davidson, Landon <landon.davidson@ncdenr.eov>; Aiken, Stan E <stan.aiken@ncdenr.eov> Subject: Description of Ponds On the West side of the HH property there is a series of 4 lined ponds. Starting south and going north the ponds are called the following names; Storm pond, West Maintenance Pond, Raffinate Pond, and Depleted Solution Pond. 1. Storm Pond. Collects storm water from the road ways on the western half of the property. Collected storm water than can be introduced into the process as needed or if there is a surplus after a storm event the water is routed through bleed treatment and discharged as wastewater. There is approximately 3 to 4 feet of material in the bottom of this pond consisting of sediment introduced during construction and process materials introduced through spills, tracked materials washing off roadways, etc. Most likely there is zinc and other constituents within this sediment the concentrations are not known at this time. 2. West Maintenance Pond. This pond was designed to collect storm water and process materials within secondary containment units on the west side of the property. This water can be introduced back into the process to recover process materials. I am unsure the extent of sedimentation within this pond. 3. Raffinate Pond. Collects water from the 200 Area Raffinate secondary containment. Can be introduced back into process. 4. Depleted Solution Pond. Spent electrolyte solution can be introduced back into process to be combined with organic solvent to hold the purified zinc in solution or can be routed through bleed treatment to remove built up impurities or contaminants. During this idling period the facility will have to continue to process storm water on the west side of the property. They will do this by collecting the water from west roadways and containment units, routing storm water to the Storm and West maintenance ponds, and then processing in the bleed treatment process to be discharged from their 001 wastewater outfall. Other parts of facility which will also have to remain active during this time included units which process the organic solvent solution and the zinc furnace. There was a release this week to storm water Basin 1. The spill was contained in the energy dispersion unit. A 2" city water line broke around 5 am this water flowed into the WOX silos containment. A leaked then occurred in the WOX silo containment wall seam and the water made its way into the storm water system on the east side of the property. The concrete energy dispersion unit collected the water and they were able to pump and haul from this unit so there was no discharge to the other parts of the storm water basin. Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell Jeff. menzetencdenr.eov PO Box 1568 Black Mountain, NC 28711 K-;II Nothing Compares s Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. fig} 91q- 313 �5��) �y8- 5a�'►3 (G) Bennett, Bradley From: Sent: To: Subject: Reported sequence: Pickle, Ken Thursday, September 17, 2015 6:10 PM Bennett, Bradley Horsehead leak • Saturday 9:30 pm, 9/5. staff observed flow into the energy dissipater during a dry weather period; staff tested with pH strips commonly carried; discovered pH low; closed valves out of the energy dissipater and the effluent valve in the Basin 1 outlet structure. Moved up gradient into the plant and cleaned up the area around an earlier acid pump spill. Material in the energy dissipater vacuumed up and returned to process. • Sunday, 9/6: staff observed continuing flow, concluded that the acid pump spill was not the source, but with no obvious source. Staff pulled manhole covers back up stream until isolated in the Electrowinning area (Area 400) storm sewer. • Monday, 9/7: EHS Manager continued to receive reports of flow over the weekend. Installed rubber plug in the area storm sewer. An attempt to run a camera through the line was inconclusive, but a leaking joint was detected. • Tuesday, 9/8: Normal process operations Q) Monday night pulled down liquid stored in the containment area under Electrowinning: Staff observed a breach in the containment liner to polypropylene tank seal. Fluid reported to be 7% H2SO4 laden with Zn. Construction project manager reported lots of gravel backf lied in the area of this particular storm sewer leg. Working scenario: the breach in the liner allowed containment fluid to flow through the underlying gravel fill to the concrete sewer pipe (no joint gasket, just concrete to concrete construction at the joint) and down the collection system to the energy dissipater at the foot of the hill. • Wednesday, 9/9: Horsehead contacts ARO to report leak/spill into the Broad River. Valve on Basin 1 discharge does not effectively seal, and a trickle of Basin 1 contents are still discharging. J •' Thursday, 9/10: Basin 1 still leaking into the Broad River. Landon reports that he has told Horsehead that no discharge from the Basin is perms until the current inventory in the stormwater system and Basin 1 is `T normal pH and free of elevated metals. BRADLEY: SEEMS LIKE THIS IS THE TEST OF WHEN THEY CAN DISCHARGE. JIM NEEDS TO CONVEY THESE RESULTS TO LANDON AND US. • Friday, 9/11: Horsehead reports they have flushed and neutralized the stormwater piping from the cell house area to the energy dissipater; adjusted the pH levels in Basin 1; maintained water levels below the breach in the seal at the cellhouse containment; and are obtaining quotes to repair the defective seal. • Saturday, 9/12: Horsehead reports leak out of Basin 1 stopped on previous Friday night, 9/11. Horsehead continuing to vacuum truck water out of Basin 1 and back into the process. Wednesday, 9/16: Horsehead verbal report that Basin 1 cleaned up & requests permission to bring the storm system back on line. YESTERDAY'S ASSERTION OF CLEAN UP SHOULD BE CORROBORATED BY ANALYTICALS, S WHICH SHOULD BE AVAILABLE ON FRIDAY, IF THEY ACTED AS THEY SHOULD HAVE. • Thursday, 9/17: DEMLR SPP contacted Mr. Harris and began conversation about site conditions; conversation interrupted. Weather forecast this afternoon for the plant area indicates potential for rain Monday night, 9/21. Conversation to be continued Friday, 9/18. • Friday, 9/18: Discuss with Jim Harris: o Please provide us with all metals and pH results on discharges or contained volumes in any way related to this incident. of o Photos show large amounts of sediment in the energy dissipater. Have you cleaned that out? It's a �} potential reservoir for Zn, Pb, Cd. n o Has the dry weather flow into the energy dissipater stopped? J o KBP floating an idea: ?????—"Please take pH, Cd, Zn, and Pb analyses daily on every discharge from �il► Basin 1 for one week starting with the first discharge. Send full EPA Method analyses to Pace labs on Lj rush processing: find a Hach Kit for metals, or other rapid field measurement method, if available, and use it for operational guidance concurrent with the approved EPA Method sampling. Report results daily to RCO and ARO DWR and DEMLR" -- ??? Ken Ken Pickle Stormwater Program Specialist NCDENR I DEMLR I Stormwater Permitting Program 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. pickle@ncdenr.Qov Website: htti)://Portal.ncdenr.org/webOr4stormwater ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** • wi�4- SA"6 H P Do 2 Pickle, Ken From: Pickle, Ken Sent: Friday, February 26, 2016 10:46 AM To: Aiken, Stan E Cc: Bennett, Bradley; Walker, Fred Subject: Horsehead spill and Stormwater Permitting Program wrap up for now Hi Stan, It's Friday, and I'm trying to wrap-up/nail-down a few issues that crossed my desk over the last couple of weeks, including our comments on the February spill at Horsehead and the suspension of start-up and manufacturing activities. I've spoken with Bradley (programmatic concerns) and with Mike Lawyer (experienced in enforcement/implementation of our permits from a Regional Office perspective.) Most of this we have already covered, but just in case it comes up again in ARO, here's where I think we should be (based on what I think we know about the site and spill): • They have not applied for rescission of the stormwater permit yet, but if they do it would not be automatic for us. I think there's a reasonable case to be made that we would require them to clean up the site (remove potential stormwater exposure to our satisfaction) before we would rescind the permit: We have the authority in federal rule to require continuing permit coverage and compliance even if the -plant shuts down. Continuing on this idea, ARO or RCO should advise HH that the permit is still in effect until we officially rescind it. Do you guys want to do that, or would you prefer me to? • The "Storm Pond" should never discharge directly to surface waters based on our understanding of its use and contents. Discharge of the fluids in that basin is not authorized under the our stormwater permit, NCS000562. • With respect to the February 2016 spill: o The text of the permit requires HH to provide secondary containment. Arguably leaking secondary containment is no secondary containment, and results in a violation of permit conditions. So, yes there has been a permit violation. However, 1 have the impression that their response was prettygood, and that no zinc solution reached the receiving waters. ARO can decide if issuing an NOV/NOD is appropriate. o On the same topic, the text of the permit requires the permittee to properly operate and maintain all systems for pollution control at all times. Again, leaking secondary containment is evidence of the permittee's failure to properly operate and maintain that control system. Again, again —your call on how much to make out of this. o Summary: Yes, the circumstances of the spill amount to a permit violation. The appropriate level of our response to the violation deserves careful consideration. I know you all have been out to the site several times during construction and start up, but I don't see a BIMS entry for a permit compliance inspection. If HH is high on your radar, consider if it's time for a compliance inspection. The fact that they are shutting down operations might ease our concerns a little, but imo reduced staff and management attention to the physical plant along with atypical operations (shut down procedures) would increase our concerns to an even greater degree. o It might be worthwhile to get copies and review all their stormwater monitoring results as part of the inspection. (I'd like to see those, too.) o After the big spill in 2015 HH promised to go around to all the containments and inspect/repair/revise/address the failure mechanism (seam between tank wall and containment wall) identified in that spill. Can they provide work orders/logs/ physical evidence that indeed they did that to a substantial extent? o Do they intend to do the same thing for the failure mechanism in this second spill (I mean both the water line break and the containment failure.) Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. pickleAncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 h Ol'- Nothing Compares,..,. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. y: - L. Pickle, Ken From: Pickle, Ken Sent: Tuesday, February 23, 2016 12:37 PM To: Bennett, Bradley Subject: FW: Interpretations of site conditions vs permit requirements, Horsehead Corp, ARO Hi Bradley, I spoke with Mike Lawyer about Horsehead. His comments included: • We shouldn't rescind their permit, even though they are shutting down. I advised that they hadn't requested rescission, and that my expectation is that significant exposed materials would remain. • Did they make timely notification of the spills? !advised Yes. • Sounds like they did just what we would hope they would do in response to a spill. Based on my description of their response actions on the first spill. • Note that permit provides they still can't contravene WQS. DWR should pursue this if they're interested, but not DEMLR. • Mike concurs that leaking secondary containment is inadequate, and does not meet the permit requirements. He has encountered this before and required permittees to beef up the secondary containment to the point of adequacy. I explained the mechanism of the first leak, and that although I don't know the exact mechanism in the second leak, it was again a containment failure. • Mike suggested review of the permittee's Spill Prevention and Response Plans to see if they're adequate. I reported that the spill responses have been good, so far. And that after the first spill HH reported that they would institute an inspection and repair program specifically targeting the failure mechanism for prevention. Whether they have followed through with the spill prevention portion or not I don't know. He suggested we confirm the follow through on the first spill prevention actions. • Mike suggested review of the permittee's secondary containment design basis. I failed to report to Mike that HH asserted that the containment has been designed for the 100-yr rainfall — I probably need to check that early comment to be sure it's still Ifl&—Vdid-coafirm_tkpt the failure mechanism was not overtopping, afaik. • Mike would consider a CEI. l advised that ARO had been on3it suction, in April20 in response t he first spill, but not to conduct a CEI. • Mike would be interested in whether the sampling shows that the facility was meeting the benchmarks before/after the spills. (Based on review of permit text, 2F and application materials, SPPP chapter in the Integrated Contingency Plan, discussion with Mike Lawyer) • Inadequate secondary containment is a permit violation. Response actions have been very good. KBP opinion: No further action by DEMLR. • We/ARO should notify HH that the stormwater permit remai=eforeand rescind it: and we likely won't based on our understanding of site conditions. • We/ARO should review any monitoring results in relation toer the spills. • We/ARO should confirm that HH subsequently acted to prev t containm�ntfure the mechanism in thefirst spill, and that the mechanism in the second spill will likewise re tative measures at other �` 1 co ments. �— LO RO may want to consider a storm ater CEI. • The "Storm Pond" should never discharge directly to surface waters based on our understanding of its use and contents. • KBP to advise Stan of these conclusions. Bradley, any cautions, comments, or corrections? KBP Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. oickle@ncden r.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 C Nothing Compares--, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Lawyer, Mike Sent: Tuesday, February 23, 2016 9:32 AM To: Pickle, Ken <ken.pickle@ncdenr.gov> Cc: Bennett, Bradley <bradley.bennett@ncdenr.gov> Subject: RE: Interpretations of site conditions vs permit requirements, Horsehead Corp, ARO Hey Ken. 1 should be in the office today and likely tomorrow as well. Michael Lawyer, CPSWQ Environmental Program Consultant Division of Energy, Mineral and Land Resources I Land Quality Section North Carolina Department of Environmental Quality 910 433-3394 office mike. lawyer(a)_ncdenr:gov 225 Green Street, Suite 714 Fayetteville, NC 28301 N- " C.- ��Nothing Compares, - Email correspondence to and from this address is subject to the North -Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Tuesday, February 23, 2016 9:08 AM 2 To: Lawyer, Mike <mike.lawyer@ncdenr.gov> Cc: Bennett, Bradley <bradley.bennett@ncdenr.gov> Subject: Interpretations of site conditions vs permit requirements, Horsehead Corp, ARO Hi Mike, I'd like to chat with you about the circumstances around a permitted facility in ARO. Are you available over the next couple of days to speak with me on two issues at the subject facility in ARO? Background: o Horsehead Corporation holds our individual stormwater permit NCS000562, issued for the first time April 1, 2013. The facility is sited above the flood plain, on the high banks of the Broad River, just west and south of Mooresboro, NC. The Broad River is class C at that point. o They take zinc by-products from manufacturing processes and further refine it into ultra -high purity zinc, for which there is a very profitable specialty market. o The construction and start-up have been plagued with problems both wrt production and ironmental. T plant was moth -balled earlier this month, never having reached full scale production. T e shake -out period jus stretched on and on. o We have a report that a portion of the management and engineering staff will remain on site being. They are not going down to just security staff. o First issue: There have been at least two spills of zinc -enriched solutions, one earlier this month, and one last 0 year. o DEMLR ARO and SPP are interested because both spills made it to our site st w �n the hill o round immediately adjacent to the Broad River. A portion of a first spill passed into e roa" Riv • he second spill was contained in the `energy dissipater', the oncrete lined first c ber e stormwater basin (Energy dissipater because: 60" stormwater pipe, S o DWR ARO surface water and ground water are interested because of the potential for zinc to reach both the Broad River and ground water. p o DWR ARO Haz Waste folks are interested because the spilled zinc solution might be onsidered haz �►! waste now that it has been released to the environment. 1 •[i� o DWR NPDES has issued a wastewater discharge permit for the fa ut the spill inci en s on't appear to trigger any concern under the st a e A portion A�permfi. rst spill reached the Broad River, and might be considere discharging wastewater withc - a production area. The basin's primary purpose is to spills for introduction back into the process (they need rainwater to augment city water in the process.) Discussion has arisen on whether that stormwater could ever be discharged if it tested clean, given the sloppy operation and presence of process fluids leaking onto the pavement draining to the pond. So, my questions have to do with whether you have had opportunity to apply the stormwater permit conditions or boilerplate to similar spill circumstances. The other ARO Divisions seem to expect DEMLR to act under the stormwater permit, but it's not clear to Bradley and me where the text might be used to either require action or to be the basis of an enforcement/NOV/NOD. What portions of the permit text have you used to encourage better behavior from our permittees? Please let me know when you can make time to chat. Thanks, Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. pickle@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares.` Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. r Pickle, Ken From: Pickle, Ken Sent: Monday, February 22, 2016 5:50 PM To: Bennett, Bradley Subject: FW: Description of Ponds, Horsehead, NCS000562 Bradley, it looks to me like there are two open items recently raised requiring our review and comment. The first is the spill. The second is the basin designated as the "Storm Pond", one of four ponds on the west side of the facility. As you suggest, I'll look again at the permit text, and at the application materials. NCS000562, effective 4/1/2013. Summary: • For the spill into the energy dissipater, and whether there is a permit violation: o Part I Section B authorizes the discharge of stormwater that has been "adequately treated." With respect to any zinc residuals in the energy dissipater or the rest of Basin #1, until the benchmark testing is accomplished, we won't have a basis to assess whether or not any zinc residuals from the spill are a possible cause of violation of the 'adequately treated' requirement. o Part II Section A requires secondary containment to prevent runoff pollution. Leaking secondary containment is no secondary containment. The permittee has violated this requirement of the permit. But, presumably he fixed it right away. o Part III Section C requires the permittee to properly operate and maintain the systems put in place to achieve compliance with the permit. We would apply this requirement to the requirement for secondary containment, and note that he has failed to properly operate and maintain the system. But again, presumably he fixed it right away. o Summary: Yes, there's a permit violation as a result of a water line breaking and ineffective secondary containment. Environmental impact is not yet established. • For the "Storm Pond" and whether discharges from it are permitted under our permit: o Not mentioned by name in the text of the permit. o Not mentioned by name in the application narrative, although the submitted site drawing indicates that the pond in question is part of the 10-acre Area 200 part of the facility. The whole Area 200 is noted on the drawing as having recycle back to the process for contaminated stormwater, or controlled release for tested and confirmed clean stormwater, as are several other areas of the site. The level of detail of the drawing does not indicate the nature of any effluent structure or piping configurations, either in the individual containment structures, or in the Storm Pond. As I think I recall from the on -site meeting previously, site personnel reported that there was a piping connection at the pond, but that it had never been used, and that it never would be used to discharge stormwater. I conclude that the purpose of this basin is a manufacturing process purpose, not an environmental or stormwater purpose, despite the HH name. Note that HH correspondence reports that the facility captures rainfall to reduce reliance on city water. o We have an inspection report indicating sediment accumulation in the pond, with the assumed potential for zinc concentrations. o Summary: Our permit provides that fluids from secondary containment can be released if found uncontaminated. I would not consider this Storm Pond a secondary containment. To me, secondary containment implies limiting the environmental exposure to an area immediately around the tankage involved. That is not the case here. I think the pond is functioning more for rainfall capture for process purposes process fluid volume capacitor spill reclaim, and recycle basin. I think there is a very basic distinction to be made between normally passive, infrequently used, secondary containment for . environmental protection and a process fluid capacitor. Ken BACKGROUND DISCUSSION SUPPORTING THE SUMMARY ABOVE On the first issue of the spill. I've gone over the Horsehead permit, NCS000562, and see these potential elements of the permit that might be relevant. The circumstances are: a water line break that filled a containment structure to a point where a portion of the contents of the containment leaked out through a failed seam between materials, and then got into the stormwater-only collection system. • No o help: our permit authorizes stormwater discharges associated with industrial activity, and it does not appear that the circumstances have resulted in a discharge. (Jeff reports that HH reports that the material was completely contained in the concrete -lined energy dissipater basin.) • No help: As to any zinc residuals, the material was pumped out. We would rely on the zinc benchmark in the permit to control zinc content in any stormwater discharges due to any (presumably?) small amount of residuals remaining in the energy dissipater structure. • No help: Part 1 Section B: "Any other point source discharge to surface waters of the state is prohibited unless it is an allowable non-stormwater discharge or is covered by another permit, authorization, or approval. The stormwater discharges allowed by this permit shall not cause or contribute to violations of Water Quality Standards." Again, in the first sentence, there was no discharge. In the second sentence no evidence of a wqs violation from the non -discharge. • No help: Part IV Definitions: "Allowable Non-Stormwater Discharges This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the stormwater conveyance system are: a. All other discharges that are authorized by a non-stormwater NPDES permit. b. Uncontaminated groundwater, foundation drains, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from footing drains, flows from riparian habitats and wetlands. c. Discharges resulting from fire -fighting or fire -fighting training, or emergency shower or eye wash as a result of use in the event of an emergency." But, again, without a resulting discharge, I question whether this part of the permit is triggered. No help: With respect to any portion of the original application submittal, there are portions that speak in a limited way to provisions for spills. Form 2F in four places reports that, "Material exposed to stormwater will be minimized, and when necessary will be managed to avoid potential impact to stormwater discharged from the facility." (2F, IV B). "This scheme for managing stormwater in the production area of the facility and other areas of the property will minimize the potential for pollutants to enter stormwater that is discharged from the site." (2F, IV Q. "Materials will be managed to prevent the potential for entry, in stormwater that is discharged from the facility." (2F, Vll E). "The facility is designed and will be constructed and operated in a manner to minimize the potential for materials to enter stormwater that is discharged." (2F, VII Q. So, the application states that HH will manage the materials and stormwater, and will also design and construct the facility, to prevent the discharge of polluted stormwater. Those statements might together be construed to say that spilled materials would not be transported off site in a stormwater discharge. But again, without a resulting discharge, the reasonable interpretation might be that the facility indeed managed the spill to prevent the discharge of site stormwater containing the spilled materials. Some help: Part I Section B: "Until this permit expires or is modified or revoked, the permittee is authorized to discharge stormwater to the surface waters of North Carolina that has been adequately treated and managed in accordance with the terms and conditions of this permit." Vague "adequately treated and managed" offers some direction, but would be hard to definitively pin a violation on HH, imo. I think the probable measure of r-= "adequately treated" is the discharge concentration of Zn. If the zinc concentration is over benchmarks, and if the exceedance might be attributable to the spill from the WOX containment, then the spill might be the basis for asserting that the permittee did not adequately treat and manage his stormwater discharge. • Some help: Part II Section A SPPP: "Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage of liquid materials including petroleum roducts; storage in any amount of Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water priority chemicals; and storage in any amount of hazardous substances, in order to prevent leaks and spills from contaminating stormwater runoff. A table or summary of all such tanks and stored materials and their associated secondary containment areas shall be maintained. if the secondary containment devices are connected to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices, which shall be secured closed with a locking mechanism. Prior to release into the stormwaters conveyance system, any stormwater that accumulates in containment areas shall be at a minimum visually observed for color, foam, outfall staining, visible sheens, and dry weather flow. Accumulated stormwater may be released if found to be uncontaminated by any material." The leaking secondary containment system has failed this part of the permit requirements, since leaking secondary containment Is no secondary containment. Failure to provide secondary containment would be a permit violation. • Some help: Part III Section C Boilerpate: " Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit." Possibly we could propose that the permittee has not complied with this permit requirement since leaking secondary containment is not proper operation and control of the systems installed to achieve compliance with the permit. With respect to the basin designated as the "Storm Pond" and any discharge from it: • The text of the permit does not speak to such a pond by name. Nor by any indirect reference. • However, note that the face of the permit references GS 143-215.1 which establishes the requirement for a permit, and from which 15A NCAC 2H .0126 springs which incorporates by references 40 CFR 122.26which authorizes "discharges composed entire!y of storm water", which is the basis for us casually characterizing our permits as "stormwater-only" permits. All to say that if this pond has any process fluid flowing into it, it can't be discharged under our permit. But, we do have a confusing circumstance with area drainage from the sloppy areas of the facility. If that material produced by operations sloppiness is transported by runoff into the Storm Pond, can it be discharged under our permit, assuming it would be found to be uncontaminated? Even so, it is d not clear that the Storm Pond is equipped with a discharge line to our Basin #1 along the Broad River.w'� n The HH application materials describe four categories of flows that might be generated at the site S� o HH uses the term `discretionary storm water" for r ' in�dischar as will be collected, and tested and potentially used in the process, or reated prior r released as stormwater. o HH further intends to collect rainfall from certain ther process areas and al ays use the water as part of the process. o Additionally, HH uses the term "non -discretionary storm w infall originating on the perimeter roadways, commercial areas, and roof tops of the site, but without contact with the industrial processes. Such flows will be discharged directly to the stormwater outfall. o Rainfall originating from undeveloped areas (fill and vegetated areas not affected by plant activities) will be essentially treated as not qualifying as regulated stormwater, and will be discharged unmanaged as the terrain dictates. o None of the HH categorizations above specifically identifies the "Storm Pond." o While these are HH classifications, they mean nothing to us except insofar as the containment structure liquids are stormwater-only liquids, testing clean. Our permit only authorizes stormwater-only discharges, free of any contamination The HH 2O13 Integrated Contingency Plan covers the SPPP requirements in Chapter 4.0. 3 n►, o Paragraph 4.2.2 reports that, 'Th e are no seconds containment areas th are connected to'storm water conveyance systems. A portable hose will be used to transfer water from the secondary containment to the storm water system, if needed. Storm water that accumulates in the containment areas will be visually observed and tested to ensure contaminants are below permit limits before being released to the storm water conveyance system." This entry would be consistent with our permit requirements for secondary containment. Ken Pickle Stormwater Program Specialist DCMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. gickle(a ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 h - M-:. Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Caw and may be disclosed to third parties. From: Pickle, Ken Sent: Friday, February 19, 2016 1:47 PM To: Davidson, Landon <landon.davidson@ncdenr.gov>; Menzel, Jeff <jeff.menzel@ncdenr.gov>; Burch, Brent <brent.burch@ncdenr.gov>; Heim, Tim <Tim.Heim@ncdenr.gov> Cc: Bennett, Bradley <bradley.bennett@ncdenr.gov>; Aiken, Stan E <stan.aiken@ncdenr.gov> Subject: FW: Description of Ponds Hi guys, Thanks for bringing us up to speed. I'll talk with Bradley a little more about this over the next few days to see what/if this may mean under our permit coverage of Horsehead. Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department'of Environmental Quality 4 . #'It n ,, 919•807 6Z76 office ken. ickle ncdenr. gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 h 0`1_ -5>*Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Davidson, Landon Sent: Friday, February 19, 2016 1:26 PM To: Menzel, Jeff <Ileff.menzel@ncdenr.,gov>; Burch, Brent <brent.burch00ncdenr.gov>; Aiken, Stan E <stan.aiken@ncdenr.gov>; Pickle, Ken <ken.pickle@ncdenr.eov> Cc: Heim, Tim <Tim.Heim @ncdenr.gov> Subject: RE: Description of Ponds To all, Thanks Jeff. This is a good revision or correction to my email from yesterday. This sentence regarding the stormwater pond: Most likely there is zinc and other constituents within this sediment the concentrations are not known of this time. could suggest a potential violation of the stormwater permit? Does there need to be more investigation into how the ponds, or at least the SW capture pond, is being used and its connection to stormwater outlets? I just don't have the background on the SW side for this type of facility where SW is captured in ponds that are bled into a process and if recycling occurs in that same pond. G. Landon Davidson, P.G. Regional Supervisor —Asheville Regional Office Water Quality Regional Operations Section NCDEQ — Division of Water Resources 828 296 4680 office 828 230 4057 mobile Landon. Davidson@ncdenr.gov 2090 U.S. Hwy. 70 Swannanoa, N.C. 28711 Nothing Compares--,., Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Menzel, Jeff Sent: Friday, February 19, 2016 11:39 AM To: Burch, Brent <brent.burch@ncdenr.Rov> Cc: Davidson, Landon <la_ndon.davidson@ncdenr.gov>; Aiken, Stan E <stan.aiken@ncdenr,j%ov> Subject: Description of Ponds On the West side of the HH property there is a series of 4 lined ponds. Starting south and going north the ponds are called the following names; Storm pond, West Maintenance Pond, Raffinate Pond, and Depleted Solution Pond. Storm Pond. Collects storm water from the road ways on the western half of the property. Collected storm water than can be introduced into the process as needed or if there is a surplus after a storm event the water is routed through bleed treatment and discharged as wastewater. There is approximately 3 to 4 feet of material in the bottom of this pond consisting of sediment introduced during construction and process materials introduced through spills, tracked materials washing off roadways, etc. Most likely there is zinc and other constituents within this sediment the concentrations are not known at this time. 2. West Maintenance Pond. This pond was designed to collect storm water and process materials .within secondary containment units on the west side of the property. This water can be introduced back into the process to recover process materials. I am unsure the extent of sedimentation within this pond. 3. Raffinate Pond. Collects water from the 200 Area Raffinate secondary containment. Can be introduced back into process. 4. Depleted Solution Pond. Spent electrolyte solution can be introduced back into process to be combined with organic solvent to hold the purified zinc in solution or can be routed through bleed treatment to remove built up impurities or contaminants. During this idling period the facility will have to continue to process storm water on the west side of the property. They will do this by collecting the water from west roadways and containment units, routing storm water to the -Storm and West maintenance ponds, and then processing in the bleed treatment process to be discharged from their 001 wastewater outfall. Other parts of facility which will also have to remain active during this time included units which process the organic solvent solution and the zinc furnace. There was a release this week to storm water Basin 1. The spill was contained in the energy dispersion unit. A 2" city water line broke around 5 am this water flowed into the WOX silos containment. A leaked then occurred in the WOX silo containment wall seam and the water made its way into the storm water system on the east side of the property. The concrete energy dispersion unit collected the water and they were able to pump and haul from this unit so there was no discharge to the other parts of the storm water basin. Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell leff.menzel@ncdenr.gov PO Box 1568 Black Mountain, NC 28711 —/`Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 6' T010'MY R. 13ASILONE ylre Predderd - Grrdnungrnlal Affid?9 4955 STEUOEHVILLK PIr<E V1WW.HOR%&H6AO.N9T 724.773,2223 �I A�- SUITE 4GS TPASILONEGHOnSE"EAO.NEF 412.7e8.4526 =jA�B PITTSOURGH, PA 1520E CO€ PONZATION June 13, 2011 Lrnding lire World In Zine Reeyefrng Mr. Charles Wakild, Deputy Director North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 RE: May 9, 2011 Meeting Division of Water Quality Ho -sehead Corporation, Proposed Production Facility, Rutherford County Stormwater NPDES Permitting and 401 Certification Processes Dear Mr. Wakild: I'd like to thank you and others from NCDWQ, including Mr. Matt Matthews, Ms.Cyndi Karoly, Mr. Bradley Bennett, Dr. Sergel Chernikov and Mr. Ken Pickle, for giving Horsehead Corp. (Horsehead) the opportunity to meet with you on May 9, 2011 and discuss the potential plans for constructing a zinc production facility In Rutherford County, North Carolina. Horsehead and our consultant, McGill, Associates, appreciate information you provided concerning stormwater NPDES permit issues and the 401 certification processes. You provided valuable information with regard to requirements dealing with these subject areas that would apply to Horsehead's proposed facility. At the meeting, Horsehead provided a summary of the company's business, a description of the new plant and processes involved to produce zinc metal, and noted the importance of this new production facility to our business plan. As we indicated In our meeting, understanding the permitting process and securing necessary permits in a timely manner for the sites under consideration is a critical component in making a decision as to the site that will be selected for this facility, The PowerPoint presentation provided at the meeting contains business confidential information, A copy of the presentation was not provided to you, but we request that key production process design information for the facility and site be protected under State and Federal law, and that this information be treated as Business Confidential. As we pointed out during the meeting, the information provided about the facility and the site is preliminary and represents a general description of the operation of this proposed facility. We are continuing with our facility design efforts and establishment of the final operating criteria for the plant. Horsehcad and associated consultants for this project are available to answer any questions that you may have and welcome the opportunity to discuss storniwate• and 401 permitting requirements for the proposed facility. ,Z Discussions during the meeting were beneficial for our understanding of the State's stormwater and Section 401 permitting processes, and provided information required to obtain these permits. Furthermore, we gained valuable insight as to the time required by the agency for review of the permit applications, and the decisions the agency must make to process the permit requests. Below Is a summary of information obtained from the meeting to clarify our understanding of points made during our discussions. ♦ Horsehead currently plans to configure the site in such a way that any precipitation on the site that may be exposed to feedstock or final product/co- product materials will be managed and used for the facility's production process. The NCDNR indicated that the permit for this stormwater would be evaluated under the NPDES process wastewater permit and not under a stormwater permit, ♦ NCDWQ characterized this approach generally as a site with a stormwater drainage area having two separate collection systems: a "clean" side and a "Potentially contaminated" side. The "clean" portion of the facility drainage would include drainage from the impervious, non process surfaces on the site (rooftops, non -process holding areas, and parking areas) and the landscaped areas related to the site development, not including the areas of the property left in a natural state, NCDWQ indicated that a stormwater NPDES permit would be, required for the "clean" drainage, and that this permit would essentially be directed at characterization of the drainage system, identification of outfalls and provisions for the qualitative periodic monitoring of stormwater runoff from included areas over the permit period, and development of a stormwater management plan for the areas draining to the "clean" collection system, ♦ Because there is currently no general permit for the Non -Ferrous Metals production SIC, the NCDWQ would be required to process a permit application under the individual NPDES Stormwater Permit portion of the program, ♦ Horsehead and consultant representatives will work in conjunction with the NCDWQ to develop all of the information required to provide a complete NPDES permit application for the facility's stormwater discharges that fall under this program, ♦ Horsehead and NCDWQ will coordinate activities to manage information development for the compilation of a complete permit application, and to develop a schedule for securing a permit in the timeliest manner possible, ♦ NCDWQ agreed to provide direct and quick communication by phone and e-mail to address any questions related to the application and to resolve any issues in a timely manner and to keep the review process moving, ♦ NCDWQ appointed Mr. Ken Pickle as the primary point of contact for communication on the stormwater permit application process, ♦ Horsehead will submit a stormwater permit application for the site as soon as the final site facility layout plan is completed. This is expected to occur in the early fall, ♦ Following submittal of a complete application NCDWQ advised that three to four months would be required for the development of a final draft permit for public notice under State requirements, ♦ Horsehead anticipates that the only stream/wetland impacts under Sections 404 and 401 of the Clean Water Act to be for an effluent discharge outfall structure on the Broad River and possibly a water intake structure for process water on the River both of which likely can be covered under the Corps of Engineers . Nationwide Permit for utility activities and North Carolina's General Certification for these activities, ♦ it is understood that a complete site evaluation for waters and wetlands will need to be performed, and Horsehead will obtain such information before finalization of any applications, ♦ NCDWQ agreed to work in coordination with Horsehead to secure a complete 401 Certification application once final proposed impacts can be established, ♦ Based on the identified impacts, NCDNR and Horsehead will establish quick response lines of communication by e-mail and phone to resolve any questi6s about the application and the processing of a final 401 Certification, ♦ Ms. Cyndi Karoly, NCDWQ Branch Chief for the stormwater and 401 programs will be the initial point of contact, the review process will be assigned to the appropriate staff for the stream/we€land impacts that are planned, ♦ NCDWQ indicated that all communication with Horsehead related to any comments received from staff or the public would occur in a timely manner, and that if further public review was required, the Division would move this process along as quickly as possible to a final determination on pending approvals and permits. Mr. Ken Pickle has already provided several pieces of information and feed -back following our meeting. We appreciate his responsiveness in helping us to develop our approach to stormwater management on the site. Commitments made by the NCDNR during our meeting provide information that is critical for completing our site evaluation process. Horsehead looks forward to working with the NCDNR on this important project. As you are aware, this new production i J' / / / 5\ 5\ \ \ i O W [Ef Q I W O O n �- ¢ U O O O W Z ¢ z w rr CD¢ O p O OfCD¢ Of u x v J IX Z ' 4L ¢ w O 7 O - ¢ L�j :2E :5P CD CD CDCL cn CD j CD CD W => O CL. Ld H CD � m I W 3 � ¢ r z W cn O c 00 CD o co N C) O po 0 v 3NI� ,112�3dOdd w 2 O s } 5 \IS Y GJv z � , o cxl-� w 5a i cill w � oo� w � Ctf w lh� w a� w ch� w( a� w ch� w w W W W W LL cn L .t_l � of O Elf O ::5 ch� o -,�ii 0:� O :2E Q:� O ::5 Of O � 0:� O :2E cr o 0 0 0 0 0 0 0 0 W W W W W W W W Lil W W W W W W W J W W -1 W Of J W CL J W LL J W CL J W 2' -1 CY J LW W 0 W J C� W J C� LJ J C�) LlJ J C�) W J C� W J C L1l J 0 L,J J O Elf O cl, H O ch� F— O C, O l✓ O O � O Ol z O U z O U z o U z O U z O U z o U z O U z o U O O ck� O �. O W O Q� O a_ O cr: O v) w Un w UO cn w UO rn w rn w UO C/7) w UO II l w UO I w O Cif Ol O C:� Qe� 0, ch� o cr� O O O O O O O O Y U m Y U m Y U m Y U m Y U m Y U m Y U m Y U m O _ - O O w O -W O 0 1 0 0 U W U W U W U W � U W C U W U W r U l-iJ Z II Of II W II ch� II CY-1 II cr- II W II S II z LLJ ¢ Q z z w Q:� w z W O l w 75 ti z z ¢ w ¢ w 7- ¢ ¢ w ¢ O Of ¢ ( z Q Z z z zo U z LJ Q z O U a Z a Z O Z W Y Q LjjU : 1 Z 0 O U O O O O 1 O Z 0 U Z (n Q V) z W Lx_I Q O W CD W _ O W U C C_ ti II ¢ II ¢ <C Cl-LW U ¢ w w II II II II II II 1 facility represents a large commitment of resources and technology by Horsehead for the production of zinc and other non-feirous metal products. In relation to permitting requirements under the stormwater program, McGill Associates will serve as our primary resource for development and submittal of a complete permit application. Mr. FoiTest Westalf at McGill Associates will assist in coordinating information flow between Horsehead and the NCDNR. Mr. Westall can be contacted at 828.231.6840 (cell) or 828.252.0575 (office), We appreciate your assistance and that of NCDWQ's staff in helping us to define the stormwater permitting requirements for this site. Please feel fi-ee to contact me with any questions you may have. Sincerely, Timothy R. Basilone cc Foirest Westall, McGill Associates Darin Cooper, Horsehead Cofp. r r , October 9, 2015 Via Electronic Mail Qandon.davidson (a7ncdenngov) and U.S. Mail Mr. G. Landon Davidson North Carolina Department of Environment and Natural Resources Water Quality Regional Operations Asheville Regional Office 2090 U.S. Highway 70 Swannanoa, NC 28778 Re: Notice of Violation/Notice of Intent to Enforce NOV-2015-DV-0188 (B1MS Inc. -9201501151) Rutherford County Dear Mr. Davidson: On September 24, 2015, Horsehead Metal Products, LLC (Horsehead) received the above - referenced Notice of Violation/Notice of Intent to Enforce (NOV) related to a release of low pH solution at the Mooresboro facility. As requested, this letter provides a report assessing the cause, significance, and extent of the release and a plan listing all actions to prevent future releases. With respect to the allegation of discharge in violation of G.S. 143-215.83, the release of the solution from the cellhouse containment was mitigated such that any discharge to the Broad River would not have resulted in a violation of G.S. 143-215.83. Specifically, the definition of "discharge" in Article 21a of Chapter 143 provides in relevarit part as follows; "Discharge" shall mean, but shall not be limited to, any emission, spillage, leakage, pumping, pouring, emptying, or dumping of oil or other hazardous substances into waters of the State or into waters outside the territorial limits of the State which affect lands, waters or uses related thereto within the territorial limits of the State, or upon land in such proximity to waters that oil or other hazardous substances is reasonably likely to reach the waters, but shall not include amounts less than quantities which may be haimful to the public health or welfare as determined Dursuant to G.S. 143-215.77A; G.S. 143-215.77(4). Section 143-215.77a provides that quantities of designated hazardous substances for purposes of this Article are the quantities of designated hazardous substances as established by the EPA pursuant to Section 311 of the Clean Water Act. The EPA has promulgated the quantities for designated hazardous substances at 40 C.FR § 117.3. The regulatory quantity for sulfuric acid is 1,000 pounds. Given the concentration of sulfuric acid in the released process solution and the subsequent efforts to mitigate any portion of the release H ORSHEAO M ETAL PRO[?IiCTS, INC. ....._ ... ..:;,a �S��H9GKSG�tOVE`ROA_ D ..`.:.....''. MOOIiESBORO, NORTH CAROL[NA 28114 which reached the stormwater system, there is no reasonable potential that the regulatory quantity for a "discharge" under G.S. 143-215.77a could have been released to the Broad River. Upon discovery of the lower than typical pH in the energy dissipater on September 5 2015, plant personnel closed the main Eate valve at the outfall to the Broad River an the gate valve on the energy dissipater at Basin 1. The energy dissipater is the first stricture in the Basin 1 system and serves to slow stormwater as it enters Basin 1. Since there had been an extended period without any substantial rainfall prior to September 5, 2015, Basin 1 was empty and no discharge to the Broad River occurred to that point in time. The gate valves at the energy dissipater an asin 1 remained closed throu ut the investi ation of the source of the lower than typical pH. Following a rain event on September 9 2015, approximately 200,000 gallons of � was remov truck from Basin 1. This water was recycled for use in the plant process. Additionally, sediment in the en Lr&y di ipater-and sedim nLin Basin 1 with an visa aim acts from the solution release were removed and placed in roll -off cant ' s. Although the gate valve at Basin 1 remained closed, a leak near the gkte valvp in the dischar a eture as discovered which allowed water from the basin to be discharged to tho BmadBiYe .,` While the leak continued until a repair was completed at 7 p.m. on September 11, the remediation of the sulf uk-,azid-soluliopreleased to the stormwater system was conclud on Se tember and thus mitigated any impacts to the stormwater in Basin 1 such drat the quantity of sulfuric acid discharges would not have reached the regulatory quantity for a "discharge" in violation of G.S. 143-215.83, Additionally, despite any elevated concentrations of cadmium, lead and zinc in the water sample referenced in the NOV, these elevate nge pursuant to G.S. 143-215.83. These metals go covered by the benchmark aumarin re uirements under NPD Storm a 056 , and therefore any elevated 0 n� 5 levels of these metals would be addressed under the terms of that Permit. As such, any discharge with these elevated metals would not be a discharge in violation of G.S. 143-215.83. 1. Report on the Release On the evening of September 5, 2015, plant personnel identified a potential problem during the course of routine inspection at Basin 1 of the facility stormwater system. Using a basic pH testing strip, testing indicated a pH less than 6.0 Standard Units in the stormwater entering the energy dissipater which is the first structure in the Basin 1 systeni.1 Further investigation indicated that the source of the subject water may have been material inadvertently making its way into the storm drain system from a malfunctioning pump in the vicinity of the celihouse earlier that day, On September 6, 2015, testing of water entering the energy dissipater again indicated a lower than typical pH. A subsequent investigation was undertaken to identify the source of water entering the stormwater system. This investigation revealed water entered the i Basin 1 is a sedimentation basin, and the energy dissipater serves to slow stormwater entering Basin 1. Business Confidential Information ;J I M storm drains in the vicinity of the cellhouse, at which time efforts were underway to identify the source. On September 7, 2015 an investigation was initiated to identify potential sources of water entering the stormwater system in the vicinity of the cellhouse. Two contractors were engaged to assist in this effort. One company conducted a CCTV inspection inside the storm line in the vicinity of the cellhouse to identify the location of water entering the stormwater system. The other company installed an air bladder to prohibit water flow from the area into the downstream stormwater system. While the bladder was effective in stopping any additional flow from the cellhouse area, the results of the CCTV inspection were inconclusive as to the location of the water entering the stormwater pipe. On September 8, 2015, a detailed surface investigation was initiated in the cellhouse area to identify locations where seepage into the stormwater system may have occurred, A void located in a joint where a recirculation tank is in contact with the cellhouse secondary containment structure was discovered. The material escaped, as a consequence of a pump malfunction at the north sump of the cellhouse containment, when the water/acid solution in the containment area of the cellhouse rose to an elevation above the joint. The containment area under the cellhouse is designed to capture water solutions, including rain water, wash water and cell cleaning solutions from the cellhouse. The composition of the material in the containment area typically is approximately 93% water, 6.1 % sulfuric acid, 85 ug/l cadmium, 17.3 g/l zinc, 24.4 mg/1 lead, and 203 mg/1 chlorides, The solutions are recovered in the containment area under the cellhouse and pumped to the acid tank and then to the solvent extraction area for use in the process. When the low pH water in the stormwater system was discovered on September 5, 2015, the pump in the North sump that sends the solution to the acid tank had malfunctioned and was being repaired. While the pump was being repaired, temporary pumps were installed in the containment area to pump the solution. The liquid levels in these containment structures are monitored periodically by plant personnel during each operating shift. At the time of the containment breach, the liquid level in the basement was higher than normal because of the pump malfunction. Because of this unusually high liquid level in the basement, the liquid entered the open joint where the wall of the recirculation tank meets the floor of the containment area. Once the elevation of liquid in the basin rose to the elevation of the joint, the solution seeped into the joint and entered the area under the recirculation tank and the underlying gravel layer. The solution traveled through the backfill and infiltrated the stormwater drainage pipe backfilling the area. The liquid seeped into the stormwater pipe and traveled in the storm drain to Basin 1. Business Confidential Information HIIR$EHEAD METAL PRDDUCTS, INC. GAROUINA 2$1 14 Although plant personnel could not determine whether a reportable quantity of sulfuric acid had been released, Horsehead called the NRC as a precautionary measure on September 9, 2015 at 3:30 pm, to advise the agency of the apparent release of process solution from the base of secondary containment structure. After the call to the NRC, Horsehead notified the DENR Regional Office by telephone. We understand that DENR notified the Forest City Fire Department, All secondary containment structures in the facility are constructed of reinforced concrete with containment sizing based on 110% of the largest tank in the containment. Following the discovery of the unsealed joint in the containment area under the cellhouse, Horsehead engineers and maintenance personnel confirmed that no other areas in the facility have similar seal problems. Based on the available information, any discharge of the solution from the cellhouse containment area to the Broad River was minimized through mitigation efforts following the initial discovery of low pH at the energy dissipater. As soon as the low pH condition of water entering the energy dissipater was detected on September 5, 2015, plant personnel closed the main gate valve at the outfall to the Broad River and the gate valve on the energy dissipater at Basin 1. Since there had been an extended period without any substantial rainfall prior to September 5, 2015, Basin 1 was empty and no discharge to the Broad River occurred to that point in time. As noted above, on September 9th and loth, a rain event of approximately 0.7 inches of �s precipitation occurred and stormwater entered Basin 1. At the time, the main gate valve on the stormwater discharge outfall was closed and the water was retained in the basin. On September 9, 2015, a leak near the gate valve in the discharge structure was discovered which allowed water from the basin to be discharged. Water discharged from the discharge structure was tested for pH and found to be below 6.0 Standard Units. Vacuum trucks were mobilized to remove water from Basin 1. &Qgyo water was re� c d for use in the plant process. The small leak that allowed water to enter the Broad River resulted fiom a crack in the concrete box that serves as the housing for the main gate valve. Hydraulic cement was used to seal the crack and stop water from leaking through the concrete wall. These repairs were completed on Friday, September 11, 2015, at approximately 7 p.m. We determined that water at the concrete discharge structure entered the Broad River fiom mid- day on September 9th until 7 p.m. on September 11. The duration of the leak was 55 hours. We estimated the flow rate from the leak to be 10-15 gallons per minute (GPM). Sample analytical results showed water discharged to the Broad River contained 3.36 mg/L cadmium, 0.541 mg/L lead and 685 mg/L of zinc. Business Confidential Information HORSEHEAD METAL PRODUCTS, INC J ll$4,HICKSRO_ vEROAp.<;.= �J,'- l MOORESBORO, NORTH CAROLINA 28114 ., 1Nc' ' 2. Plan to Prevent Future Releases in Containment Areas The following actions have been implemented to prevent a future releases: As noted above, the defective joint in the containment area under the cellhouse in Area 200 has been repaired. Inspections will be performed on the containment areas for cracks and repairs will be made as required. A high level alatin will be installed on the cellhouse contaimnent to alert personnel if liquid levels are elevated so action can be taken to draw the level down. Weekly inspections have been initiated at the inlet and outlet of Basin 1, including field tests for pH. Horsehead remains committed to operating in a manner protective of the environment and appreciates the Department's continued assistance as we continue through the startup phase at the Mooresboro facility. If additional information is needed in support of this request, please call me at 828-919-3139. Sincerel , Jim Harris Environmental Manager Business Confidential Information m .......... Table 2 Significant Stored Materials: Containerized Stored Materials American Zinc Products Inc. Mooresboro, North Carolina Facility Description Tank, yellow/shaded bkgd. = bulk oil storage CITY Area Capacity ��< Containment QVerfIIllQVerflow Storn,water Exposure/Controls Container # : bold =oil -filled operating or (Gals) Method manufacturing equipment No exposure, all water (considered High level alarm process water) and product is DC-101 A 11 LEACHING/NEUTRALIZATION Diked system in the contained and placed in process, F REACTOR 6 0100 119156 concrete area operations control water is used to substitute for with sump required city water. Inspection and room. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is FIRST WOX WASHING Diked system in the contained and placed in process, DC-104 REACTOR 1 0100 34924 concrete area operations control water is used to substitute for with sump required city water. Inspection and room, monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is SECOND WOX WASHING Diked system in the contained and placed in process, DC-105 REACTOR 1 0100 12686 concrete area operations control water is used to substitute for with sump required city water. Inspection and room, monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is AREA 100/300 system in the contained and placed in process, FA-101 MAINTENANCE POND 1 0100 166340 operations control water is used to substitute for required city water. Inspection and room. monitoring by Operations personnel daily. INeed to ver: �ajt kej ? I — - . — . - 2-1 Description Tank yellowlshaded bkgd. = bulk oil storage OTY Area, Capacity Containment Overlfill/Overt dw = Stormwater Exposure/Controls Container # bold = oil -filled operating or {Gals) Method manufacturing equipment No exposure, all water (considered High level alarm process water) and product is UN THICKENER Diked system in the contained and placed in process, FB-114 UNDERFLOW PRESS FILTER 1 0100 11646 concrete area operations control water is used to substitute for FILTRATE TANK with sump required city water. Inspection and room. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is UN THICKENER Diked system in the contained and placed in process, FB-116 UNDERFLOW PRESS FILTER 1 0100 449 concrete area operations control water is used to substitute for CORE SEPARATION TANK with sump required city water. Inspection and roam. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is OXIDIC FINES DC-101A Diked system in the contained and placed in process, FF-110 REACTOR FEED BIN 1 0100 928 concrete area operations control water is used to substitute for with sump required city water. Inspection and room. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is OXIDIC FINES PRE- Diked system in the contained and placed in process, FF-111 DIGESTION FEED BIN 1 0100 928 concrete area operations control water is used to substitute for with sump required city water. Inspection and room. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is system in the contained and placed in process, FA-300 OFF -SPEC EFFLUENT POND 1 0100 1362018 operations control water is used to substitute for required city water. Inspection and room. monitoring by Operations personnel daily. 2-4 Description Tank Container # yeuowlshaded bkgd. = bulk oil storage QTY Area Capacity" Containment Overtilllwerflow s Method Stormwater Ex posurelCootrols bold =oll-filled operating or (Galsj, manufacturing equipment No exposure, all water (considered High level alarm process water) and product is Diked system in the contained and placed in process, FA-211 CRUD TREATMENT TANK 1 0200 23674 concrete area operations control water is used to substitute for with sump required city water. Inspection and roam. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is ORGANIC REGENERATION Diked system in the contained and placed in process, FA-213 MIXER 1 0200 1780 concrete area operations control water is used to substitute for with sump required city water. Inspection and room. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is system in the contained and placed in process, FA-219 SX MAINTENANCE POND 1 0200 223402 operations control water is used to substitute for required city water. Inspection and room. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is Diked system in the contained and placed in process, FA-224 DRAIN TANK FROM FE-214 1 0200 1833 concrete area operations control water is used to substitute for with sump required city water. Inspection and room. monitoring by Operations personnel daily. No exposure, all water (considered High level alarm process water) and product is Diked system in the contained and placed in process, FA-226 DRAIN TANK FROM FE-210 1 0200 1833 concrete area operations control water is used to substitute for with sump required city water. Inspection and room. monitoring by Operations personnel daily. 2-7 INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 AREA 600 — PLINT PLINT is a process for recovering lead and silver from residues from the leaching process and area 100. The product is lead / silver concentrate (suitable for smelting) from the MZP leaching residue. To achieve this objective, the PLINT Process includes four unit operations. • Leaching • Precipitation • Purification • Brine Conditioning AREA 700 — REAGENTS PREPARATION AND DISTRIBUTION Area 700 is designated for reagents preparation and distribution to the MZP Plant. This area is also used for storage of reagents and effluents, classified according to uses in the different areas. In addition to process materials and end -products in area 700, there are various quantities of oils, solvents, paints, chemical reagents, cleaning agents, anti -freeze, etc., stored in small quantities throughout the laboratory, maintenance, and production facilities. In the EW area, parking lots and surrounding non -operating areas, surface drainage is routed from surface drains through underground pipes to the primary retention basin designated as Basin 1, located by the river. The SX manufacturing area includes containment areas to hold rainwater until the accumulated water can be pumped over to the maintenance pond and used in the production process. My understanding is there will not be any release from the "stormwater containment areas -except was is pumped to the maintenance pond. The RO should review the records as to when water is pumped, when levels are too high_ to retain a 25 year— 24 hour storm event with an additional 1 foot of free board {around 16 inches).. We also need to review records that verify the integrity of the containment area, i. e., the liners.; and A "Contingency Plan" to ensure the levels in the containment ponds are dropped to a safe level to prevent overflows into or from each containment area for the 25 year — 24 hour storm as well as for larger events that can be predicted._" The facility has an NPDES stormwater permit for discharging stormwater from Basin 1 into the Broad River. The permit -required sampling and testing process is in place, and meets the permitted and state/federal requirements. Figures 2 through 11 provide a layout of the facility, including the location of each container storing oil or other significant materials. In addition, Figure 12 illustrates stormwater drainage pathways and collection basins. A list of significant stored materials is provided on Tables 1 and 2. 10 INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 2.3.2.1 Discharge Prevention Procedures have been established for routine handling of oil and other materials and to reduce the likelihood of a release of material to the environment. Trained employees are present to witness all transfer operations. All active storage and operational areas of the facility are visually inspected during normal operations. 2.3.2.2 Discharge Drainage Controls A release of oil or other materials within the manufacturing area would be contained within containment areas and pumped back to the process. Stormwater is controlled within containment areas and sumps within the process area, and used to supply water for manufacturing. Stormwater falling on the property in areas outside of the manufacturing area flows through drainage piping to the Basin 1 retention pond. If oil or other materials outside the manufacturing area (from parking lots, roadways, etc.) are released to the stormwater piping, Basin 1 would provide temporary retention of the release while the facility personnel respond with cleanup/containment equipment. 2.3.3 Countermeasures for Discharge Discovery, Response and Cleanup h 12.7(a)(3)(iv)] This subsection describes actions to be taken by facility personnel in response to injuries, accidents, fires, explosions, other emergencies, or an unplanned release of hazardous waste, hazardous material, or oil to the environment (air, soil, or surface water). A minimum of 2 feet of aisle space is maintained throughout the facility to allow the unobstructed movement of emergency response personnel and equipment in the event of an emergency. 2.3.3.1 Emergency Coordinators/Contacts A list of Emergency Coordinators and emergency contacts can be found in the EAP section at the front of this ICP, beginning on page EAP-i. 2.3.3.2 Emergency Coordination Someone????? The RO will need to review all training records including who conducted the training, their qualifications, who needs to be trained, what they are trained on, copies of the training material used and documentation when the training was held and who attended the training.. As soon as an emergency situation is encountered by someone on site, that person shall promptly estimate the extent of the problem, implement immediate actions to control the situation in a safe manner, as described below in Section 2.3.3.3, and then immediately notify their supervisor if available, or the Security Officer 1 Scale House Clerk, who will contact an Emergency Coordinator. Once the Emergency Coordinator is notified, personnel will respond under the direction of the Emergency Coordinator, based on the type of emergency, individual skills, training, and facility responsibilities. 12 INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 Also reference Tables 1 and 2 for a summary of the significant materials stored in the various areas, containment, leak detection methods, and pollution prevention controls. 2.7 Containment and/or Diversionary Structures or Equipment to Prevent Discharge [112.7(c)] As described in previous sections, the release of material from storage areas at the facility is prevented primarily by secondary containment and spill response. Tables 1 and 2 provide a description of the containment and/or diversionary structures present for oil storage and all other stored materials. Rainwater falling into chemical storage tank areas is collected in secondary containment and routed for use in the manufacturing operation. Rainwater may be discharged to the stormwater system after being tested to ensure that it meets the criteria for the limits of the discharge permit. RO will need to verify what test are performed and whether or not the test are adequate. An unlikely release may occur from transformers located on site, due to external rust or corrosion of the case; or small crack failure associated with seams, covers, or connectors. Oil released from a transformer would likely be a small volume. Rust or corrosion that could result in a release of oil will be observed and mitigated as a result of formal and informal inspections of these areas and equipment, as described in Section 2.9. The facility may accumulate hazardous waste on site for less than 90 days, in accordance with Title 15A NCAC 13A.0107. Material that cannot be recycled back to the process on site or at other facilities will be managed for disposal. A minimum of two feet of aisle space will be maintained between containers in waste storage areas to allow the unobstructed movement of personnel, fire protection equipment, spill control equipment, and decontamination equipment to any area of facility operation in an emergency. Containers holding hazardous waste will be kept closed when not in use. 2.8 Demonstration of Practicability [112.7(d)] Adequate controls are established to prevent discharge of materials to the environment, as described at 40 CFR Part 112.1(b). 2.9 Inspections, Tests, and Records [112.7(e)] Written procedures for inspections, testing, and record keeping requirements are described below. I nsr)ections Informal/undocumented visual inspections will periodically be conducted to detect faulty equipment, leaks, or hazards. In particular to the main processing areas, process equipment, chemical storage tanks and piping will be inspected by personnel working in these areas. Unusual circumstances which cannot be immediately corrected will be reported to management. 25 INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 Findings will be documented for inspections conducted in material handling and storage areas and for the following purposes. • RCRA Waste Storage Area Inspection. Weekly inspection of satellite and accumulation areas for hazardous wastes (if present). • Housekeeping. Daily inspections of recyclable materials, solid non -hazardous waste storage areas, and truck off-loading areas. • Environmental Inspection, Inspections of the facility and all stormwater conveyance and control systems will occur as part of the Good Housekeeping Program for Operations. In addition, the environmental department will address all stormwater control systems, the stormwater discharge outfall, all on -site and adjacent surface waters and wetlands, industrial activity areas (including material storage areas, material handling areas, disposal areas, process areas, loading and unloading areas, and haul roads), all drainage features and structures, and structural BMP's. • Universal Waste. Weekly inspection of universal waste storage areas (batteries and lamps). • Used Oil. Weekly inspection of used oil storage areas. • SPCC Inspection. Monthly inspection will be performed on the production vessels containing petroleum hydrocarbon in the 200 area and the diesel fuel tanks for the fire pumps and fuel distribution. • Emergency Response Equipment Inspection. Monthly inspection of the emergency response equipment. • Railcar Offloading Area Inspection. Daily inspection at the railcar offloading area. • Stormwater Inspection. Daily inspections of the process areas to ensure that rainwater collected in sumps and dikes is routed to the process water or stormwater systems. Stormwater inlets will be inspected bi-weekly. Basin 1, process area stormwater ponds, wetlands and drainage channels will be inspected weekly. These inspections will address the semi-annual facility inspections required by NPDES Permit, Part 11, Section A.5. • Qualitative monitoring of stormwater._ Quarterly observations of stormwater outfall sample. • Process water inspection. Daily area inspections of the following: sumps, containments, tanks, associated piping and flanges, and sampling of the effluent and upstream flows. Weekly inspections of the automatic sampling system and diffuser. Bi-weekly inspections of the effluent monitoring system and calibration logs. • Air quality inspection. Daily inspections of the air quality controls such as: dust collectors, scrubbers, ACT cooling towers, etc. Also, daily inspections of the material piles and gravel roadways. For each inspection and/or monitoring requirement, the RO needs to verify if there is a checklist, whether or not the checklist is adequate, are the inspections documented and is there any follow up? 26 INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 3.0 REQUIREMENTS FOR PETROLEUM OIL FACILITIES [112.8] 3.1 General Requirements [112.8(a)] The general requirements for the Plan listed under 40 CFR 112.7 have been met as discussed in Section 2.0. This section of the ICP specifically addresses the requirements of 40 CFR Part 112.8. 3.2 Facility Drainage [112.8(b)] The overall facility drainage outside of containments in the SX Area is designed to be retained within detention ponds (see Figure 12). All drainage from individual containment areas will be controlled by manually activated pumps or valves and released into a detention pond. Any discharge from the detention ponds will be controlled per the requirements of an NPDES discharge permit. Water falling in all other non -process areas of the plant will drain to the storm sewer system and discharge into Basin 1 at the bottom of the utility corridor road. Water in the basin will be evaluated for contaminants as defined by the NPDES discharge permit on a routine basis. In addition to routine monitoring, the pond has a series of rock weirs designed to remove suspended solids before discharging at the permitted Stormwater Discharge Outfall into the Broad River. What about the sediment in the basin? My understanding is that it recently failed the TCLP test for hazardous waste. There should be a sampling and testing procedure for the sediment. All such stormwater control measures shall be cleaned out when the sediment exceeds one foot. All hazardous waste determination records and dispose records shall be maintained on site for five years. The RO needs to verify procedures are in place and records are maintained for five years. (Area 100 has diked containments equipped with sumps that have manually operated control valves. Any incidental stormwater captured will be used in the zinc production process. All areas outside of the curbed containments are paved. A stormwater catch basin system and network of stormwater gravity sewers direct all of these flows to the Area 100/300 stormwater detention pond FA-104. Area 200 has diked containments equipped with sumps that have manually operated control valves. Any incidental stormwater captured will be used in the process. All areas outside of the curbed containments are paved. A stormwater catch basin system and network of stormwatergravity sewers direct all of these flows to the Area 200 stormwater detention pond FA-218. Area 300 has diked containments equipped with sumps that have manually operated control valves. Any incidental stormwater captured will be used in the process. All areas outside of the curbed containments are paved. A stormwater catch basin system and network of stormwater gravity sewers direct all of these flows to the Area 1001300 stormwater detention pond FA-104. Area 400 Cell House is under roof. The Cell House transformer containment is designed to capture the accidental release of oil from a transformer failure. The containment has a sump with a valve that can be opened to release captured rainwater (once tested and determined to be clean) to the storm sewer system. If the water is contaminated, it will be properly managed. O Munger, Bridget From: Lisa Sorg <Lisa@ncpolicywatch.com> Sent: Tuesday, November 7, 2017 2:21 PM To: Munger, Bridget Subject: [External] public records request Follow Up Flag: Follow up Flag Status: Flagged CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to report.spam@nc.gov. Dear Bridget, I'm following up on a story about the proposed Guilford County mine that I wrote about last week. I am requesting several documents related to mining in NC: 1. All NOVs, NODs, fines and enforcement actions against mining and quarry operations in North Carolina, 2012-2017. This includes supporting documents showing the narrative and other details of the reasons for these notices and actions. 2. All documents, emails, plus other electronic, written and telephonic records of communication, including citizen complaints, regarding the Redford Quarry/Mine in Ashe County. Please include the keyword DJ Cecile. Time frame 2014-present. 4. And finally, all documents, emails plus other electronic, written and telephonic records of communication between Tracy Davis and the NC Aggregates Association, including Jay Stem. Keywords: Tracy Davis, NC Aggregates Association, Jay Stem, legislation, state mining act, life -of -site, quarries, mining. Time frame 2014- present If you have questions, please contact me at this email or the phone numbers listed below. Thanks, Lisa Sorg Environmental investigative reporter NC Policy Watch 224 S Dawson St Raleigh NC 27601 919-861-1463 (office) 919-536-2341 (cell) INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 4.0 STORMWATER POLLUTION PREVENTION PLAN This section of the ICP provides information regarding the Stormwater Pollution Prevention Plan (SPPP) required by the facility's Stormwater NPDES Permit No, NCS000562. This SPPP has been developed and implemented at the facility in accordance with the NPDES Permit requirements. A copy of this SPPP is maintained at the facility. This section of the ICP is formatted and numbered to coincide with the SPPP requirements listed in the stormwater permit, beginning at Part 11, Section A. 4.1 Site Overview [Permit Part II, Section A.1] The following subsections provide a description of the facility and potential pollutant sources and controls. 4.1.1 General Location Map [Permit Part 11, Section A.1.(a)] A general location map is provided as Figure 1. 4.1.2 Narrative Description [Permit PartU, Section A.1.(b)] A narrative description of the manufacturing areas is provided in Section 2.3. Storage Practices: Chemicals used in the process will be stored in tanks or containers designed for the product and within contained areas for control of spills. Tanks and process equipment will be inspected on a regular basis by trained operators and serviced by maintenance technicians trained in their area of expertise. Gypsum will be stored in a contained area. Rainwater that falls in a contained area is collected and pumped to the process water system. Stormwater may be tested and, if within the limits of the permit, can be discharged into the stormwater system. May be tested_????? The RO needs to verify procedures are in place and records are maintained for five years. Loading and Unloading Activities: Trained operations personnel are responsible for overseeing the offloading of tank trucks and railcars of incoming materials and chemicals used in the manufacturing process. Tank trucks of chemical are unloaded in contained areas within the SXIEW manufacturing facility. WOX and limestone will be offloaded via the pneumatic displacement (PD) system under roof at the rail yard. Sulfuric acid is offloaded from tank cars at the rail yard. A catch pan is located beneath the area to capture incidental spills. This work area is closely monitored to ensure the activity is shut down if significant leaks occur. Outdoor Process Areas: The Solvent Extraction (SX) area contains manufacturing equipment associated with the processing of high grade zinc. This area is within containment and rainwater is controlled for use in the manufacturing process. This area will be monitored continuously and spills/leaks addressed immediately. 35 u I U TRUE NORTH PLANT NORTH �O moo, 40�9 9�p� SW- �ruS PROPERTY LINE WOX 8c Lil,�= UNLOADING f f' r >�z . ACf UN LQAf] N G x .x Al r \� BOILER ROOM COMPR ROOM TRANSFORMER CONTAINMENT �PERT� L1NE pR AREA 1000 RAIL YARD AREA 900 GRINDING SYSTEM AREA 500 CASTING AREA 1100 WAREHOUSE E = 1148795.8489' L= NUN CON I AMINA I Eft PRUNER I Y AREA NU I DRAINING TO 60" 0 STORM WATER OUTFALL BROAD RIVER AREA SQ.FT. CONTAMINATED SVI TESTED AND CONFIRMED CLEAN SW = TRANSFORMER CONTAINMENT '\ = AREA 0200 CONTAINMENT 5118 402434 = HELD FOR = RECYCLED DISPOSAL BACK TO PROCESS =CONTROLLED =CONTROLLED RELEASE RELEASE TO TO STORM STORM SEWER SEWER = AREA 0600 CONTAINMENT 67222 = RECYCLED BACK TO PROCESS =CONTROLLED RELEASE TO STORM SEWER = AREA 0100/0300 CONTAINMENT 184578 = RECYCLED BACK TO PROCESS =CONTROLLED RELEASE TO STORM SEWER = GYPSUM CONTAINMENT 40245 = RECYCLED BACK TO PROCESS =N/A X =SULFURIC ACID CONTAINMENT 5520 = RECYCLED BACK TO PROCESS =N/A = EW PROCESS ROOF 48503 = RECYCLED BACI< TO PROCESS =N/A = ELECTROLYTE TANK CONTAINMENT 20214 = RECYCLED BACK TO PROCESS =N/A \ = HCL PROCESS AREA 17066 = RECYCLED BAC< TO PROCESS =N/A = PERIMETER OF DRAINAGE AREA TO 60"0 OUTFALL (TOTAL AREA = 2,223,605 SQ. FT) = IMPERVIOUS SURFACE INSIDE OF DRAINAGE AREA TO 60"0 OUTFALL (AREA = 1,658,104 SO. FT) = PERVIOUS SURFACE INSIDE OF DRAINAGE AREA TO 60"0 OUTFALL (AREA = 358,831 SQ. FT) = BUILDING ROOF SURFACE — NON CONTAMINATED AREA (AREA = 206,670 SO. FT) = STORM SEWER/CATCH BASIN = FLOW RUNOFF DIRECTION 0 70' y 140' 210' I I I I I ! I I I I I 10, 50' 10o' 150' 200' N = 536025.8834' E = 1148914.0960' PERK L1NE SRO HIOks GROPE ROAD DESCRIPTION EQUIPMENT NUMBER REFERENCE DRAWINGS 0 05-07-12 ISSUED FOR CONSTRUCTON JDH BO REV. DATE DESCRIPTION DRAWN CHKD. QD�>CARNEGIE STRATEGIC DESIGN ENGINEERS L L C PROJECT NO. 10-4283 �nd�rLvv/e / n 07 �oRpo�2l�u'�o Lj ' CITY_ N.C. SX EW _FOREST „PLANT GENERAL ARRANGEMENT STORM WATER MANAGEMENT PLAN DAIS 11-17-11 SGALE 1"-70'-( DRAWN JDH CHND. AVGR. OMFM BID APPD. FOR CDNST. DATE DWG. NO. E-0000-WG-1004-0 �1orz U Z W U 00 n N N U T EK W m z Imo; D 0 N O O M, co N7 N N W W m Z W W Q U O N N O Q m Z Q 1 1 Response Equipment List E ui Tent Location _ Communication Equipment Hand-held two-way radios to notify employees, _ Two-way radios and cellular phones carried by emergency coordinators, or security of an facility personnel. Radio charging stations are in emer ency_ _ — .....__......... ........ the SX/EW control room. - - -_.- Spill Response Equipment _ Spill kits for acids and oils to clean smaller spills Areas 100, 200, 300, Maintenance Store Room, and help contain larger spills until further Guard House, nearby the diesel fuel tank, fire assistance is available pump house, -and at Basin 1. Respiratory protection to protect employees from PPE storage at the SX/EW control rooms and chemical exposure to various acidic and organic storage room near the acid offloading area compounds Additional PPE is available in the main Store Room area. Absorbent material to absorb spilled liquids (empty -Tank truck offloading areas 55-gallon drums are kept in the Waste Storage -Basin 1 Area -Areas 100, 200, and 700 -Maintenance Area Shovels and brooms to collect spilled and/or absorbent material -Waste Storage Area -Near the 5,000-aIlon diesel fuel tank Front end loader to create a dam or berm, or Gypsum Storage Pad removespilled materials Vacuum truck to collect material from the surface Used throughout the facility and parked near the I sumps or other material and WqX spills Maintenance Area maintained b Advanced Environmental O bons Track mobile to move railcars Railcar Offloading Area. _ _ PPEto protect employees during response actions Typical PPE in use and/or available includes PPE supplies are located in the PPE room, hardhat, metatarsal work boots, safety glasses, located in the Bain Storage Room and the hearing protection, chemical protective suits, '/�SX/EW control rooms. face and full -face respirators; SCBAs, fully encapsulated acid suits, and reflective clothing (vests or Velcro strips) Fire Equipment — — — — Portable fire extinguishers are located throughout the facility (the locations are depicted on a map of Portable fire extinguishers and foam cans the facility utilized as a part of the fire extinguisher inspections). Foarn carts are located on the east and vuest side of the settlers in the SX area. Fire hydrants are located throughout the facility (the Fire hydrants for fire department use and 1 1/t" locations are depicted on a map of the facility hose lines for incipient fire fighting utilized as a part of the fire extinguisher inspections), Fire hoses are in the fire boxes near the settlers in the SX area. Sprinkler protection in the: -Administration Building (offices, lab, maintenance Fixed fire protection systems shops, storage room, locker rooms) -SX/EW control rooms -Cardox system over the settlers First Aid Eq�Ipment -Medical Office First aid kit to treat minor injures -SX Control Room EW Controi Room Security Office Strategically located throughout the SX/EW facility.. C-.F..1.. n4..-... ... .....1 .. .. L... L..4'i...... F... (....... r. ,-F..-III.• �I Objects or chemicals in eyes a-Medica3 Office FIREHOUSE AREA 600 PLINT 6 AREA 800 UTILITIES 2 1 2 STORE ROOM AREA M&P I&E AED 1100 SHOPS LUNCH LOCKER ROOMS AED C> ADM I N OFFICES 44/ 'S 0 % MAIN PARKING LOT T`V 1 GUARD HOUSE 9 BASIN 1 2 AREA 400 CELL HOUSE AREA AREA9Q0 500 GRINDING CASTING SYSTEM AREA 1100 WAREHOUSE 1 0 a.. 1V O R TH SCALE F-EET REFLRENCE: 1 - SITE PLAN BY CARNEGIE DESIGN ENGINEERS, L! C, — 0 200 40 PROJECT N0, 10 4283, D'I/'IG. N0. E—OOaO—G 100G—�, RELEASED FOR CONSTRUCTKON 9-2 1 — 2. PREPARED BY: PREPARED r""R: PROJECT: DRAWI^�G TITLE: KU RESOURCES, INC. 22 SOUTH LINDEN STREET HORSEHEAD ��ORPDRAT�DN �J �J TOWN OF MOORESBORO ❑UQUESNE, PA 15110 RESPONSE EQUIPMENT MOORESBORO, I\ORTH CAROLINA RUTHERFORD COUNTY, NORTH CAROLINA FAX:( 12)461 FAX: (412) 469-9336 wwv�.kuresources.corn INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 4.2.1 Feasibility Study [Permit Part11, Section A.2.(a)] See Section 1.6 for a discussion of the feasibility study. 4.2.2 Secondary Containment Requirements and Records [Permit Part 11, Section A.2.(b)J See Table 2 for a listing of stored materials and secondary containment areas. All secondary containment requirements for bulk storage of materials will be met in order to prevent leaks and spills from contaminating stormwater runoff. Table 2 is a summary of all tanks and stored materials and their associated secondary containment. There are no secondary containment areas that are connected to stormwater conveyance systems. O needs to veri A portable hose will be used to transfer water from the secondary containment to the stormwater system if needed. Stormwater that accumulates in the containment areas will be visually observed and tested to ensure contaminants are below permit limits before being released to the stormwater conveyance system. ,Records documenting the observations and analyses will be retained for the required time period (5 years). JR0 needs to vefiN 4.2.3 BMP Summary[Permit Part11, Section A.2.(c)] A following provides a discussion and listing of structural and non-structural BMPs. The installation and implementation of BMPs is based on the assessment of the potential sources to contribute significant quantities of pollutants to stormwater discharges and stormwater monitoring data. The BMP summary will be reviewed annually and updated as needed by facility management. Rationale for these selected BMPs is prioritized based on the following criteria: • No exposure. Storing or transferring materials within buildings or process lines and equipment, not exposed to stormwater • Secondary containment. All processing and materials transfers are conducted within secondary containments. What about process containment areas??? — facility needs to verify the integrity a the liners. • Stormwater controls. individual areas are provided with passive secondary containments with manually operated controls to manage any stormwater or materials present in containments. Additionally, the entire facility has stormwater controls to manage both contained and uncontained areas. , • Training and inspections. Training is provided for all employees in operational areas, as well as those who implement the monitoring for the stormwater discharge permit. Also, frequent formal and informal inspections are conducted throughout the facility. 38 INTEGRATED CONTINGENCY PLAN AMERICAN ZINC PRODUCTS LLC FACILITY MOORESBORO, NORTH CAROLINA MAY 2017 4.4. t Preventative Maintenance Maintenance and preventive maintenance requirements will be identified through the inspections described in Section 2.9, and will be addressed on a schedule appropriate for each situation. Preventative maintenance is conducted by the facility personnel to enable timely inspection and repairs in areas and or on equipment that may result in environmental degradation or endangerment of workers and/or the general public. The facility's routine inspections are designed to correct minor problems before they become significant, and to discover leaks, drips, etc. that have occurred inside and outside containment areas. By inspecting these areas and removing the released material in a timely manner, potential impacts to stormwater will be minimized. Maintenance is an ongoing matter performed by experienced operators and tradesmen. The operation includes a maintenance department capable of making most repairs, while more specialized maintenance is contracted to outside personnel. Most production operators are expected to make minor repairs. Adequate spare parts are maintained to handle critical repair situations. Where equipment repair or replacement histories have been developed, preventive maintenance will be scheduled before failure occurs. The preventive maintenance program includes the unloading equipment and mobile equipment, as well as the buildings themselves. Periodic formalldocumented inspections are scheduled, in addition to daily visual informal/undocumented inspections. Testing and calibration of environmental monitoring equipment will be performed on a timely basis; eeds to very test areas mandated by manufacture and records are maintaine All equipment will be properly calibrated before being placed in use. Records of inspections and calibrations will be maintained at the facility. 4.4.2 Good Housekeeping Housekeeping inspections are discussed in Section 2.9. Housekeeping procedures are implemented by the facility personnel to reduce the potential for stormwater pollution, accidental spills, and to eliminate safety hazards. Housekeeping procedures include orderly material storage and prompt cleanup of any spills or leaks. Housekeeping practices also include ensuring sufficient aisle space is available for the movement of spill or emergency response equipment through the facility, as required. Additional good housekeeping activities at the facility include the following. • Employees will be instructed and trained on the subject of good housekeeping techniques. • Periodic safety inspections of all work areas include monitoring of housekeeping. • Informal / undocumented, daily visual inspections will be conducted by employees in each area to help ensure proper good housekeeping procedures are practiced. • No flammable or combustible materials will be stored in or around electrical equipment. • Trash will be placed into the trash dumpsters to help ensure that debris is not deposited outside of the dumpsters and that the dumpster is free of liquids. 40 Pat McCrory Governor North Carolina Department of Environmental Quality September 24, 2015 CERTIFIED MAIL RETURN RECEIPT REQUESTED 7014 0510 0000 4466 2374 Anthony K. Staley Horsehead Corporation 484 Hicks Grove Road Mooresboro, N.C. 28114 Subject: NOTICE OF VIOLATION/NOTICE OF INTENTTO ENFORCE NOV-2025-DV-0288 (BIMS Inc. #201502152) Horsehead Corporation Rutherford County Dear Mr. Staley: Donald R. van der Vaart Secretary On September 9, 2015, the Division of Water Resources (DWR) visited your facility In response to notification that a release of low pH solution was occurring. The low pH solution had infiltrated into the stormwater system through subsurface soils and/or stone base material at,the cell house. The solution was actively discharging from your stormwater system to'the Broad River when DWR staff arrived onsite. The discharge to the Broad River did not cease completely until September 12' according to site personnel; it is unclear when the discharge to the Broad River began and the rate of discharge.throughout the release period. A water sample of the solution being discharged Indicated elevated concentrations of metals such as cadmium, lead and zinc at levels above surface water standards. Violations As a'result of the above -referenced release, the following violations are noted: (1) Illegal discharge (2) oil Pollution and Hazardous Substances Control Act — Unlawful Discharge Violation I. Discharge Without a Valid Permit G.S. 143-215.1 (a) (1)'- "Activities for Which Permits Required. — No person shall do any of the following things or carry out any of the following activities unless that person has received a permit from the Commission and has complied with all conditions'set forth in that permit. (1) Make any outlet into the Water s of the State." Violation 2. Unlawful Discharge G.S. 143-215.83 — states that "It shall be unlawful, except as otherwise provided in this Part, for any person to discharge, or cause to be discharged, oil or other hazardous substances into or upon any waters, tidal'flats, beaches, or lands within this State, or into any sewer, surface water drain or other waters that drain into the waters of this State, regardless of the fault of the person having control over the oil or other hazardous substances, or regardless of whether the discharge was the result of intentional or negligent conduct, accident or other cause." Water Quality Regional Operations —Asheville Regional Office 2090 U.S. Highway 70, Swanrwm, North Carolina 28778 Phone: 828.298-4500 FAX: 828-299-7043 lntemet httplJ".ncdenr.oWNebtwq An Equal Opportunity 1 Aftlmiative Adlon E aVloyer Anthony K, Staley September24, 2015 Page 2 of 2 Required Response This Office requests that you respond to this letter In writing within 15 days of receipt of this Notice. Your response should be sent to this Office at the letterhead address. Your response should address the following items: � � Q 1. Please submit a report assessing the cause, sienl IcanM and extent of the release. The report should contain details of the estimated quantity of solution released (i.e., amount of product loss, estimated discharge rate to Broad River, etc.), conditions under which the solution Was released and chemical composition of the - solution. Please include specific details as to why secondary containment and spill prevention measures failed during the release. You are to include a narrative describing the operational condition of the - containment structures (i.e., seal between tank and cell house floor, etc.) prior to and during the release. - You are to identify other areas within the plant with similar seals as well as providing a narrative describing in detail the construction specifications of secondary containment structures at the facility. You are also to -- submit a timeline of events associated with the release (i.e., time discharge first observed, time discharge to Broad River observed, notification times, etc.). 2. Please submit 6 plan listing all actions you will take to prevent future releases including any enhancements ; to containment structures, changes in operation and maintenance of existing containment structures or how similar seals will be evaluated for Integrity, Your comments should address but are not limited to the following issues: spill response plan, preventative maintenance on your containment structures, monitoring of secondary containment integrity, etc. E^ I G d kfiid�•� Gonscd�7'm�aC�rr, Ufa o60 acl��io/, dr G/✓�IR'4d/ties ��ac eNJ27-; y fe ;rsh hJQ-S Fines may be imposed -underLNCGS 143-215.6A(a)(1)_pf not more than,$25,000 per violation of any classification, standard, limitation or management practice established pursuant to �143-214.1. Additional action may include the issuance of a special order against you under the authority of .S. 14a request to the Attorney General to i institute an action for injunctive relief. If. any failure to act is continuous, penalties may be assessed not to exceed a maximum penalty of $25,000 per day per violation under CGS 143-215:6A(f;j o long as the violation continues. Your response to this correspondence will be considered in any civil penalty assessment process that may occur. This office requires that the violations, as detailed above, be abated immediately and properly resolved. Thank you for your attention to this matter. This Office is considering sending a recommendation for enforcement to the Director of the Division of Water Resources regarding these issues and any future/continued violations that may be encountered. If you have any question regarding this Notice, please feel free to contact me direct at 928-296-4680 or via email at landon.davidson@ncdenr.gov. Sincerely,L // _ �EC� �ca76t7"arGnn71,,L'4 _ ��� P���J�i.�s. on G ��u.:�g• t/iA/d �id� V G. Landon Davidson, P.G., Regional Supervisor Water Quality Regional Operations _ Asheville Regional Office cc: Jim Harris, Environmental Manager (via email) Brent Burch —NCDEQ DWM HWS (via email) Stan Aiken — NCDEQ DEMLR (via email) Bradley Bennett — NCDEQ DEMLR (via email) WQAsheville Files MSC 1617-Central Files -Basement WQ Enforcement D. i,fied Bli Rrarh LeadlSiluer _.._.._..—.._.._.._.._--1 I Area 600 i Concentrate i Waelz Oxide Wash/Leach 1 E FLINT I PLINT Skimmings Neutralization Feed I Process Zinc Concentrate .. i 1 Area 100 i r.._.._.._.._.._.._.._.._.._.._.._.._.._..—..—.._.._.._.,_.._.._.._..� .._.., I I...... ...... k SX Extraction SX Washing SX Stripping ! Cadmium i Concentrate �.._._.._.._.._.._.._.._.._.._.._.._.._.._ Gypsum Gypsum Cementation J ! SX Depletion Precipitation I ! I Area 200 ! 1 1 . i Bleed ; ._.._.._.._. .._.._.._.._.._.._.._.._.._ i Ee:ctrowinning i i I i Treatment i Area 400 i i Finali 1.—.._.._....._. ............... Effluent 4 Treatment Area 300 i._.._.._.._.._.._.._.._.._....... i Melting i Zinc Concentrate SHG Zinc i i CGG Zinc Casting i P.W Zinc i Area 500 15 Bennett, Bradle From: Bennett, Bradley Sent: Friday, September 18, 2015 2:09 PM To: 'jharris@horsehead. net' Cc: Davidson, Landon; Aiken, Stan E; Walker, Fred; Pickle, Ken; 'Robin. proctor@ncdenr.gov' Subject: Response on Stormwater Pond Question Jim, After our discussion this morning I just wanted to get back in touch on the issue of placing Pond 1 ("U" shaped pond near the river) back into service. As discussed, we would like to receive any monitoring results that you have available for the Pond 1 discharge that has occurred recently. These results should be forwarded to Landon Davidson (DWR) and Stan Aiken (DEMLR) in our Asheville Regional Office. It is our understanding from our discussions that you have: • Fixed the leak in the containment in the electrowinning area. • Put in place a plug in the stormwater drainage system near the electrowinning area. • Cleaned all the cells of the Pond 1 system. • Cleaned the material from the energy dissipator at Pond 1. • Flushed the drainage to pond 1 and you were planning to flush again today. • Checked all containment systems and stormwater systems in the remainder of the site and have no remaining non-stormwater flow discharging in the stormwater drainage to Pond 1. • Instituted new procedures for containment systems and stormwater ponds to assure that needed removal of material is done in a timely manner and have adequate freeboard in all containment areas. Given all of the above efforts and the assurances that leaks have been corrected and no non-stormwater flow is present the Horsehead facility can bring the pond 1 stormwater system back on line. In conjunction with this, you must be prepared to monitor any discharge from the pond when it first begins in accordance with stormwater permit monitoring requirements as outlined in Table 1 of the permit. You must also continue this monitoring daily while discharge from the system occurs. Please note that we consider this a temporary arrangement until we can conduct our site visit next Wednesday (9/23) and have further discussions within our agency and with you and other staff with your facility. If you have any questions, please contact me. Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: brad ley. ben neft@ncdenr.aov Raleigh, NC 27699-1612 Web: http://portal.ncdenr.org/webAr/stormwater Email correspondence to and from this address may be subject to public records laws NCS000562 AIV NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCrory Charles Wakild, P.E. John E. Skvarla, III Governor Director Secretary STAFF REVIEW AND EVALUATION NPDES Stormwater Permit, revised 1/8i2013 Facility Name: NPDES Permit Number: Facility Location: Type of Activity: SIC Code: Receiving Streams: River Basin: Stream Classification & condition Proposed Permit Requirements: Monitoring Data: Response Requested by: Central Office Staff Contact: Special Permitting Issues: Horsehead Metal Products, Inc., Horsehead Corporation owner NCS000562 484 Hicks Grove Road, Mooresboro, NC, Rutherford County High purity zinc production from zinc oxide 3341 Broad River, see Figure 1 Broad River Basin, Sub -basin 03-08-02 Class C, no TMDL, no 303(d) See attached draft permit. New permit, no historical data exists. July 16, 2012 Return to: Ken Pickle (919) 807-6376 Risk considerations Rating Scale: 1 minimal risk)_to 10 risk factors resent Compliance History No history: rate 1 Benchmark exceedance A new site. with no past measurements: rate l Location (TMDL, T&E species, etc) Downstream benthos impaired; downstream WS-IV and WS-IV CA: rate 6 Other factors: Other factors in aggregate present normal risks for most industrial sites: • Zinc solutions, lead, and acids rate 6 present. • Industry is unique in NC, no other similar facilities. • A start-up facility. • Multiple tanks, rail unloading, potential for process fluids to be exposed. • Avoiding heavy metal solutions discharges depends on proper operator actions assisted by extensive containments. Risk and DWQ scrutiny rating: 14/40 - moderate stormwater pollution risks Page 1 of 4 NCS000562 Description of Onsite Activities: • Horsehead receives zinc oxide material, and refines it into a high purity product. Byproducts are secondary in importance, including minor amounts of lead and silver production. Documents Reviewed: • NPDES stormwater permit application materials, received in final form May 8, 2012. • US Fish and Wildlife Service threatened and endangered species inventory for Rutherford County • Natural Heritage Program staff reports no rare aquatic species in the Broad River in this vicinity. • EPA Sector -Specific Permit, 2008. SIC 3341 covered, but no benchmarks assigned. • Integrated Report 303(d) List, 2010 final: upstream WS-IV and downstream WS-IV and CA impaired for aquatic life, but the actual receiving reach is classified C and is not listed. • July 2008 Broad River Basinwide Plan: no comment on this site (didn't exist); in 2008 the receiving water is shown as supporting its classified uses. History: • First time stormwater permit application. • First time NPDES wastewater permit issued Nov. 1], 2011, NC0089109. Figure 1: Map of Facility �- fr,_'.a \�+, �'�� , t•J* f,' '`�l+riF.��Y' �A.,'eu\�� 1, i S i.F`. � �� ` `'.�i . I l�'r �- _ :�~r': �. }.' I ^f • ��'; T-�.J��1 �, 1���'t`.� r. 1 ,i I�14 j L' I,' ;j� �� .Ftpe ;fy�`` r. .-.\ F C/.. '•y.. y' 7j f.' �,,�'i`•� 2 1y � fs.�����l.��r:r� .� � �:x'C: •i.%�;�$ �,�� � j �..�-.- `JGj �i':fy t !� 4\ i 1�1 S �'• `�7 I fL L• Fr��' ..._�'}�i�` Y.. � ��.'f / .$ -� t �r _J •`�-� f 4�' :`. _ _i .- -ti�{'S 7l.-�j`L"i5= f,- :: _,#..�1^.!��3++���1 -�•L"1 S�1 .1 i• ; . 1 '1 11II,7�7 L ,a', �.f e`I �� it - r! n;w''I + T , ,. Ai1d+ ' =a' .r. �' , :J i •':�.'' t'�. 'f.-,:�r'1 :.�.•. ' 1�C f e sc � t it 1 Horsehead Corporation �r ';r j �� a� .�_?;l t l�� •&" �FiF ;, �„^-�r6n, a p /�- �� •%is�)r} r �r � �i �I} !� J J _ ., 3. i�ri 6i{ �'�� l.i-�.�'.�/-La�"d_� j'•. f `}.��j '}1:�i`_J�,`{� � 't �1 �i150�tiII1. r: rj F �i {,-~_ r fee r' .�,, r•1 t F� _ .,5,'�. �� I �_>>:f� lLY `. �r�R;� � �.• �.l {fit. � �~ r } �; 3 1 ` 11 ��.� I -•�' sly _i �;S fit..' 1� VN{ �. — F�f-' ! ` r•~, - ;. ,': ' \,` � r-l_1Vlj ff 1t' `y J! fir' + + 1. 1 •�1 -��,sr - �„ �( 4 I� -`..� - : z,-;7 ,I: �. ;w,_, �'� I "( '� f+��*J U{.' J �f� *f (c '7[s ' .i{riflL• j[�� I�� ! j ..ti �2.11li',T�✓7f�r Page 2 of 4 . , ....{' NCS000562 Central Office Review Summary: 1. Owner's Other Permits: o NCO089109 issued for wastewater discharges. Permit limits on Q, Cd, F, Pb, pH. Monitoring w/o limits on TSS, NH3, Al, Sb, As, Cl, Cr, Co, Cu, Fe, Ni, Sn, Zn. Also Chronic Toxicity and NTU. 2. General Observations: Extensive containment & management procedures planned. On -site zinc solutions are materials of primary concern. 3. Impairment: Receiving water not listed as impaired on 303(d) IR. 4. Threatened and Endangered: None identified by USF&WS website; NHP staff contact reports no rare aquatic species in the Broad River in this vicinity. 5. Location: Close to Brice in southern Rutherford County, on the south bank of the Broad River. Site elevation relative to the Broad River discharge point suggests energy dissipation concerns for stormwater flows. 6. Industrial Changes Since Previous Permit:. New permit, no changes. 7. Analytical Monitoring: Quarterly monitoring. 8, Qualitative Monitoring Notes: Quarterly visual monitoring. Permit Recommendations: Analytical Monitoring 1. Analytical monitoring has been set to quarterly during a measurable storm event as defined in Part H Section B. The recommended quarterly monitoring is more frequent than most standard industrial stormwater permits. This facility handles heavy metal solutions, and is without a track record of performance in North Carolina. Quarterly sampling is recommended initially. DWQ can consider reducing the sampling frequency later in the permit term if supported by subsequently collected data. 2. The permittee must document the total precipitation for each sampled event. if no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow" within 30 days of the end of the three-month sampling period. 3. Analytical monitoring parameters: a. Metals: Zinc, lead, cadmium. Based on Zn solutions on site; based on identification of Pb as a secondary byproduct; Cd chosen based on applicant's report that it would be the most prevalent impurity in the feedstock. b. Organics: TPH, based on significant on -site presence of hydrocarbon solution as the solvent vehicle for DEHPA, a key process ingredient. ` c. Conventional pollutants: TSS, pH, TN, TP. Nutrients based on N and P compounds reported as present in the manufacturing process. 4. Benchmarks are referenced in the text for all analytical parameters. For the first term of the permit, the permit requires monitoring only. Permittee to assemble monitoring results from the first two years of site operation, interpret them, and present a summary report to DWQ within 6 months of obtaining results from the eight monitoring events over the two year period. While DWQ considers the summary report, and until DWQ acts in response to the summary report, the permittee will continue quarterly monitoring as otherwise provided in the permit. 5. Qualitative monitoring also must be accomplished during a measureable storm event. 6. Vehicle maintenance area monitoring is not applicable since this facility will have only one stormwater outfall. 7. The permittee is required to continue monitoring until the permit is renewed. See Footnote 1 of Table 2. Discussions Werth permittee: DWQ met with Tim Basilone, Horsehead Vice President, and with Forrest Westall, consultant, in' an initial meeting, a follow-up meeting prior to application submittal, and a meeting subsequent to the initial submittal of application materials. In addition, email correspondence was used to request additional information on the proposed project. Page 3 of 4 NCS000562 Recommendations: Based on application materials received oil March 28, 2012; and again on April 2; and again on May 8, SPU considers the cobibined application materials Sufficient to issue an individual Stormwater Permit. We are requesting Regional Office review comments, and full or qualified c011curt•ence. Prepared by (Signature) Signature of Ken Pickle Date Stormwater-Permitting Unit -Supervisor for Bradley Bennett Date Concurrence by Regional Office a, Date '/ I4 111-1_ RO Water Quality Supervisor Date /1 E Regional Office Staff Comments (attach additional pages as necessary) The ARO/S1417-S offers the fnlloi ing comments on the draft permit: 1. Require Horsehead Corporation to have the Stormi-vaterPollution Prevention Plan (,V-VPPP).in place prior to start - V of operations. Due to the complexity of'the operations (and that the operation does riot fall under a generalperinit for a known industrial sector), the ARO believes it is prudent to have the.SK"PPP in place at the time of industrial operations. 2. The "back up " plan for potential failures/problems with the detention basins/recycle loop system should be stated within the SYYPPP. If a failure occurs, will this be a pump and haul situation? Will this be an operational.shw down." Ilorsehead needs to state ivhcat actions will be taken should these problems occur. This is e.speciully important to the ARO because, dare to state legislation passed in 2011 [ref. Session Law 2011-394, Sec. 91, it is ARO 's understanding that the requirements for Authorization to Construct Permitting were repealed for industrial perimits of this nature. Ther(fore, ive cannot re uire the c•ompcanv to provide specific information on Iefenlion timesfor the various basins proposed. 3. Upon review of the wasteivater permit, and.sub.sequent review of the storrnwater draft perrrait, ARO recommends that :hlorides be added to the quarterly monitoring. Chlorides are toxic to aquatic life, difficult to treat, and may be present in the siormwater as well. 1. ARO reconmends that quarterly acute toxicity testing (or the most appropriate toxicity testing) be required in the )ermit (please contact Carol Hollenkamp of ATU for specific language to use in the pernnit). TVs testing it Tcornmended as it mimics the synergistic effects of the stornnvater discharge and its potential effect on the receiving trearn. 5. ARO ivould not object to conditional language being placed in the permit to state (basically), that, after 3 years of tuccessfitl quarterly data has been collected (under bench marks and toxicity gasses ), monitoring rimy be reduced to wmi-annually. Three years of data, after the beginning of process operations, should he sufficient to determine neasures are working successfully. Page 4 of 4 DRAFT NCS000562 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTIEM In compliance with the provisions of North Caroling General Statue 143-215.1, other lawful standards and regulations promulgated and adopted by -the North Carolina Environmental Management Commission, and theFederal Water Pollution Control Act, as amended, HorseheAd C6rpoi-ation is hereby authorized to discharge industriall stormwater from a facility located at ,Horsehe d Metal Products, Inc. 484`Hicks Grove Road / Mooresboro, North Carolina gam/ Rutherford County to receiving waters designated as the Broad River, a class C water in the Broad River Basin, in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in Parts I, II, 111, and IV hereof. Note: Draft Permit Dates are Approximate This permit becomes effective April 1, 2013. This permit and the authorization to discharge expire at midnight on March 31, 2018. Signed this day March 25, 2013. for Charles Wakild, P.E., Director Division of Water Quality By the Authority of the Environmental Management Commission DRAFT Permit No. NCS000562 TABLE OF CONTENTS PART I INTRODUCTION Section A: Individual Permit Coverage Section B: Permitted Activities Section C: Location Map PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES Section A: Stormwater Pollution Prevention`Plan Section B: Analytical Monitoring Requirements / Section C: Qualitative Monitoring Require tints PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS r }} l Section A: Compliance and Liabi" Iity 1. Compliance Schedule 2. Duty to Comply 3. Duty to Mitigate 4. Civil and Criminal Liability S. Oil and Hazardous Substance Liability 6. Property Rights 7. Severability 8. Duty to Provide Information 9. Penalties for Tampering 10. Penalties for Falsification of Reports 11. Onshore or Offshore Construction 12. Duty to Reapply Section 13: General Conditions 1. Permit Expiration 2. Transfers 3. Signatory Requirements i DRAFT Permit No. NC50o0562 4. Permit Modification, Revocation and Reissuance, or Termination 5. Permit Actions 6. Annual Administering and Compliance Monitoring Fee Requirements Section C: Operation and Maintenance of Pollution Controls 1. Proper Operation and Maintenance 2. Need to gait or Reduce Not a Defense 3. Bypassing of Stormwater Control,Facilities Section D: Monitoring and Records 1. Representative Sampling 2. Recording Results 3. Flow Measurements 4. Test Procedures S. Representative\Outfall 6. 11 Records Retention 7. Inspection.and.E try Section E: Reporting Requireff nts Monitoring Reports 1. Discharge' 2. Submitting Reports 3. Availability of Reports 4. Non-Stormwater Discharges S. Planned Changes 6. Anticipated Noncompliance 7. Spills 8. Bypass 9. Twenty-four Hour Reporting 10. Other Noncompliance 11, Other Information . PART IV DEFINITIONS M DRAFT Permit No. NCS000562 PART I INTRODUCTION SECTION A: INDIVIDUAL PERMIT COVERAGE During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge stormwater associated with industrial activity. Such discharges shall be controlled, limited, monitored, and reported as specified in this permit. If industrial materials and activities are not exposed to precipitation or runoff as described in 40 CF'R §122.26 n (g), the facility may qualify for a N� Exposure Exclusion from NPDES stormwater discharge permit requirements. Any owner or operator wishing to obtain a No Exposure Exclusion must submit a No Exposure Certification Notice of Intent (NOI) form to the Division; must receive approval by the Division; must maintain no exposure conditions unless authorized to discharge under a valid NPDES stormwater permit; and must recertify the No Exposure Exclusion annually. A-\ v SECTION B: PERMITTED ACTI\I� Until this permit expires or is modified or revoked, the permittee is authorized to discharge r�---. 1\ V stormwater to the surface waters of rth Carolina that has been adequately treated.and managed in accordance withh the terms and conditions of this permit. All stormwater discharges shall be in acco'rd anc.,with the conditions of this permit. Any other point source discharge to surface waters of the state is prohibited unless it is an allowable non-stormwater discharge or is covered by another permit, authorization, or approval. The stormwater discharges allowed by this permit shall not cause or contribute to violations of Water Quality Standards. This permit does not relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. Part I Page 1 of 2 SECTION C: LOCATION MAP DRAFT Permit No. NCS000562 N7. Y, 4 Gj T". "IJ 3. N N. _7Y;, ;?": ;wls �.o Horsehead Corporation V P., T 4; i4 V ;(-,I- LJ dkiizEiii. c] A, kz, INN % n X1 -Cw -0, -Z 'Y 4 NCS000562 N, I.Ar-L f , N. fti W17, Map Scale 1:24,000 Horsehead Corporation Rutherford County Facility Latitude: 350 11' 36' N Longftude:811 50' 59" W County: Rutlpuft-d County Receiving Stream: Broad River - Stream Class: C Sub -basin: 03-OB-02 Broad River Basin Facility Location Part I Page 2 of 2 DRAFT Permit No. NCS000562 PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES SECTION A: STORMWATER POLLUTION PREVENTION PLAN The permittee shall develop and implement a Stormwater Pollution Prevention Plan (SPPP). The SPPP shall be maintained on site. The SPPP is public information in accordance with Part II1, Standard Conditions, Section E, paragraph 3 of this permit. The SPPP shall include, at a minimum, the following items: Site Overview. The Site Overview shall provide a description of the physical facility and the potential pollutant sources that have the potential?to contribute to contamination of stormwater discharges. The Site Overview shall contain the following: (aA g g ) general location map (USGS quadrangle ma or appropriately drafted equivalent map) showing the facility's location in relation to transportation routes and surface waters; the name of the receiving waters'to which,,the stormwater outfalls discharge; and accurate latitude and.longitudeof the points of stormwater discharge associated with industrial activity, The,general location map (or alternatively the site map) shall identify whether`any receiving waters are impaired (on the state s 303 (d) list of impaired\aters) or�if thi -site is located in a watershed for which a TMDL has been established. and at the parameters of concern are. b A narrative descri ti�ora e practices, loading and unloading activities () p� g P � g g outdoor process areas, dust or particulate generating or control processes, and waste disposal practices: AJnarrative description of the potential pollutants that could be expected to be present in the stormwater discharge from each outfall, and a discussion of failure modes that may impact the risk for polluted stormwater discharges. (c) A site map drawn at a scale sufficient to clearly depict: the site property boundary; the stormwater discharge outfalls; all on -site and adjacent surface waters and wetlands; industrial activity areas (including storage of materials, disposal areas, process areas, loading and unloading areas, and haul roads); site topography and finished grade; all drainage features and structures; drainage area boundaries and total contributing area for each outfall; direction of flow in each drainage area; industrial activities occurring in each drainage area; buildings; stormwater Best Management Practices (BMPs); and impervious surfaces. The site map must indicate the percentage of each drainage area that is impervious, and the site map must include a graphic scale indication and north arrow. (d) A list of significant spills or leaks of pollutants during the previous three (3) years and any corrective actions taken to mitigate spill impacts. Part II Page 1 of 11 DRAFT Permit No. NC5000562 (e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The permittee shall re -certify annually that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The certification statement will be signed in accordance with the requirements found in Part III, Standard Conditions, Section B, Paragraph 3. 2. Stormwater Management Strategy. The Stormwater Management Strategy shall contain a narrative description of the materials management practices employed which control or minimize the stormwater exposure of significant materials, including structural and nonstructural measures. The Stormwater Management Strategy, at a minimum, shall incorporate the following: (a) Feasibility Study. An annual review by site management of the technical and economic feasibility of changing the methods,of operations and/or storage practices to eliminate or reduce exposure of materialsand�pr cess_es,to rainfall and run-on flows. Wherever practical, the permittee shall�prevent.exposure of storage areas, nd material handling operations, manufacturin -,,afueling operations. In areas where elimination of exposure and/or prevention of run-on contact are not practical, the Feasibility Study shall document-the'basis for the management decision that such controls are not feasible. (b) Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage of.liquid'materials including petroleum products; storage Reauthorization Act (SAA) water priority chemicals; and storage in any amount of hazardous substances, in order to prevent leaks and spills from contaminating stormwater runoff. A�table•or summary of all such tanks and stored materials and their associated secondary containment areas shall be maintained. If the secondary containment devices are connected to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices, which shall be secured closed with a locking mechanism.' Prior to release into the stormwaters conveyance system, any stormwater that accumulates in containment areas shall be at a minimum visually observed for color, foam, outfall staining, visible sheens, and dry weather flow. Accumulated stormwater may be released if found to be uncontaminated by any material. Records documenting the individual making the observation or analyses, the visual and analytical description.of the accumulated stormwaters, and the dates and times of the releases shall be kept for a period of five (5) years. (c) BMP Summary. A listing of site structural and non-structural Best Management Practices (BMPs) shall be provided. The installation and implementation of BMPs shall be based on the assessment of the potential for sources to contribute significant quantities of pollutants to stormwater discharges and on data collected through monitoring of stormwater discharges. The BMP Summary shall include a written record of the specific rationale for installation and implementation of the Part II Page 2 of 11 DRAFT Permit No. NCS000562 selected site BMPs. The BMP Summary shall be reviewed by site management and updated annually. 3. Spill Prevention and Response Procedures. The Spill Prevention and Response Procedures (SPRP) shall incorporate an assessment of potential pollutant sources based on a materials inventory of the facility. The SPRP shall address spill response and failure mode preparations and responses. Site management shall identify facility, personnel responsible for implementing the SPRP in a written list incorporated into the SPRP along with dated signatures by each individual acknowledging his or her responsibilities under the SPRP. A responsible person shall be on -site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations. The SPRP must be site stormwater specific. Therefore, an,oil Spill Prevention Control and Countermeasure plan (SPCC) may be a component of the SPRP, but may not be sufficient to completely address the stormwater aspects of,the•SPRP. The common elements of the SPCC with the SPRP may be incorp/p atedsby reference into the SPRP. 4. Preventative Maintenance and Good Housekeeping�Program. A preventative maintenance and good housekeeping program shall.be developed and implemented. The program shall address all stormwater control -systems, stormwater discharge outfalls, all on -site and adjacent surfa/ e waters and wetlands, industrial activity areas 11 (including material storage.areas; material handling areas, disposal areas, process areas, loading and unloading areas`and,haul roads), all drainage features and structures, and structural BMPs. The program shall establish schedules of inspections, maintenance, and housekeeping activities of stormwater control systems, as well as facility equipment, facility areas,,and facility systems that present a potential for stormwater exposure or stormwater pollution where not already addressed under another element of the PIRP Inspection of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program. Timely compliance with the established schedules for inspections, maintenance, and housekeeping shall be recorded and maintained in the SPPP. S. Facility Inspections. Inspections of the facility and all stormwater conveyance and control systems shall occur as part of the Preventative Maintenance and Good Housekeeping Program at a minimum on a semi-annual schedule, once during the first half of the year (January to June), and once during the second half (July to December), with at least 60 days separating inspection dates (unless performed more frequently than semi-annually). These facility inspections are different from, and in addition to, the stormwater discharge characteristic monitoring at the outfall required in Part II Sections B and C of this permit. 6. Employee Training. Training programs shall be developed and training provided at a minimum on an annual basis for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance activities, and for any of the facility's operations that have the potential to contaminate stormwater runoff. The facility Part II Page 3 of 11 .. DRAFT Permit No. NCS000562 personnel responsible for implementing the training shall be identified, and their annual training shall be documented by the signature of each employee trained. 7. Responsible Party. Site management shall identify, and the SPPP shall document, a specific position or positions responsible for the overall coordination, development, implementation, and revision of the SPPP. Responsibilities for all components of the SPPP shall be documented and position assignments provided. B. SPPP Amendment and Annual Update. The permittee shall amend the SPPP whenever there is a change in design, construction, operation, site drainage, maintenance, or configuration of the physical features which may have a significant impact on the potential for the discharge of pollutants to surface waters. All aspects of the SPPP shall be reviewed and updated on an annualbasis. The annual update shall include all the aspects required immediately aboven items 1 -7; and a review and comparison of monitoring analytical data to benchmarkvalues.over the pastyear, including a discussion about Tiered Response status The,permittee shall use the Division's Annual Summary Data Monitoring Re'por\ form, available from the Stormwater Permitting Unit's website here:, The Director may notify the permittee-when the`SPPP does not meet one or more of the minimum requirements of,,the permit. Within�30 days of such notice, the permittee shall submit a time schedul'e.�-the for modifying the SPPP to meet minimum requirements. The permittee.shall,provide certification in writing (in accordance with Part I11, Standard Conditions, Sectio �B, Paragraph 3) to the Director that the changes have been made. 9. SPPP Implementation. The permittee shall implement the Stormwater Pollution Prevention Plan and all appropriate BMPs to prevent contaminants from entering surface waters via stormwater. Among other actions identified herein, implementation of the SPPP shall include the documentation of: all monitoring, measurements, inspections, maintenance activities, and training provided to employees, including the log of the sampling data and of actions taken to implement BM Ps associated with the industrial activities. Such documentation shall be kept on -site for a period of five (5) years and made available to the Director or the Director's authorized representative immediately upon request. Part ll Page 4 of 11 DRAFT Permit No. NCS00O562 SECTION B: ANALYTICAL MONITORING REQUIREMENTS Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All analytical monitoring shall be performed during a measureable storm event at each stormwater discharge outfall (SDO). Only SDOs discharging stormwater associated with industrial activity must be sampled (See Definitions). 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. See Definitions. Table 1 Analytical Monitoring Requirements R /% Discharge Measurement Sample Sample Characteristics . Units Fre uenc 1 Type2 Location3 Total Suspended Solids mg1L �q"uarterly) Grab SDO Total Nitrogen m L , -� ~quarterly Grab SDO Total Phosphorus m L ^ quarterly Grab SDO Zinc, Total Recoverable m �L ) quarterl Y Grab SDO Lead, Total Recoverable /\ rg /'rLi` `; quarterly Grab SDO Cadmium, Total Recoverable m g,L, quarterly Grab SDO Chlorides m \ L quarterly Grab SDO Non -polar Oil & Grease/TPH Grab SDO mg/L quarterly EPA Method 1664 SGT-H1• .- EM- H �` standard quarterly Grab SDO Total Rainfal14 inches quarterly Rain Gauge - Footnotes@ 1 Measurement Frequency: Four times per year during a measureable storm event. The permittee may petition DWQ to reduce the analytical monitoring frequency to twice peryear after eight consecutive quarterly monitoring results all within benchmark values. Subsequently, two consecutive benchmark exceedances for any parameter re -institute quarterly monitoring for all parameters. 2 Grab samples shall be collected within the first 30 minutes of discharge. 3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO). 4 For each sampled measureable storm event, the total precipitation must be recorded. An on -site rain gauge reading must be recorded. The permittee shall complete the analytical samplings in accordance with the schedule specified below in Table 2; unless adverse weather conditions prevent sample collection (see Adverse Weather in Definitions). A minimum of 30-days must separate successive sample events. Inability to sample because of adverse weather conditions must be documented in the SPPP and recorded on the DMR. The permittee must report the results from each sample taken within the monitoring period (see Part III, Section E). Part ll Page 5 of 11 DRAFT Permit No. NCS000562 Table 2 Monitoring Schedule Monitoring periodl,z Sample Number Start End Year 1 - Period 1 1 April 1, 2013 June 30, 2013 Year 1- Period 2 2 July 1, 2013 September 30, 2013 Year 1 - Period 3 3 October 1, 2013 December 31, 2013 Year 1- Period 4 4 January 1, 2014 March 31, 2014 Year 2 - Period 1 5 April 1, 2014 June 30, 2014 Year 2 - Period 2 6 July 1, 2014 September 30, 2014 Year 2 - Period 3 7.- October 1, 2014 December 31, 2014 Year 2 - Period 4 8 January 1, 2015 March 31, 2015 Year 3 - Period 1 9 April 1, 2015 June 30, 2015 Year 3 - Period 2 10 July 1, 20.15 September 30, 2015 Year 3 - Period 3 11 October l,,2Q15 7 December 31, 2015 Year 3 - Period 4 12 Januaryl, 2016�% March 31, 2016 Year 4 - Period 1 13 Aprilt1,,2016 June 30, 2016 Year 4 - Period 2 14 JulyY 1,,2b,16 September 30, 2016 Year 4 - Period 3 15 Q,el:_oberjl; 2016 December 31, 2016 Year 4 - Period 4 16 /Jana ry 1, 2017 March 31, 2017 Year 5 - Period 1 „17 ,��% L- April 1, 2017 June 30, 2017 Year 5 - Period 2 i8 ,�, ``' July 1, 2017 September 31, 2017 Year 5 - Period 3 119 October 1, 2017 December 31, 2017 Year 5 - Period 4 /f 20'� January 1, 2018 March 31, 2018 Footnotes: !j , 1 Maintain quarterly monitoring until either another permit is issued for this facility or until this permit is revoked or rescinded.�The permittee must submit an application for renewal of coverage before the submittal deadline (180 days before expiration) to be considered for renewed coverage under the permit. The permittee must continue analytical monitoring throughout the permit renewal process, even if a renewal permit is not issued until after expiration of this permit. 2 If no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow" within 30 days of the end of the sampling period. For the first term of this permit, the new facility start-up date is uncertain. Permittee need not sample for the listed monitoring periods until the facility comes into operation. Accordingly, the "No Flow" monitoring report is not required during the time before the facility comes into operation. Failure to monitor quarterly per the permit terms may result in the Division requiring monthly monitoring for all parameters for a specified time period. "No discharge" from an outfall, or inability to collect a sample because of adverse weather conditions during a monitoring period does not constitute failure to monitor, as long as it is properly reported. The permittee shall compare monitoring results to the benchmark values in Table 3. The benchmark values in Table 3 are not permit limits, but should be used as management guidelines for the permittee's responsive implementation of the Stormwater Pollution Prevention Plan (SPPP). Part Il Page 6 of 11 DRAFT Permit No. NCS000562 Table 3 Benchmark Values for Analvtical Monitoring Discharge Characteristics Units Benchmark' Total Suspended Solids m /L 100 Total Nitrogen mg/L 30 Total Phosphorus mg/L 2 Zinc, Total Recoverable mg/L 0.067 Lead, Total Recoverable mg/L 0.03 Cadmium, Total Recoverable mg/L 0.001 Chlorides mg/L /;> 860 Non -polar Oil & Grease/TPH [EPA Method 1664 (SGT-HEM)] mg/L 15 pH standardIN 6-9 Footnote 1. Analytical results must not be reported vidany of th'e.notations, "BDL. ND, BRL, <M DL, <P.QL, non -detect" or any similar non -quantitative notafion.)Instead, analytical results below method or reporting limits must be reported on the,DMR,in the,format, "<XV, where XX is the specific numerical value descriptive of the method or reporting limitr�l - m a `, it Requiremeal During the first term of this permit, and far the period beginning with the on -site initiation of industrial activity and continuing for �two years nominal duration thereafter, Horsehead shall sample quarterly as provided in Table 2, shall tabulate and interpret the collected data (minimum eight data points) ,Within 30 months of start-up Horsehead shall present DWQ with a summary report that uses the collected data to support any proposed alternative monitoring, benchmark, and response action scheme for the purpose of maintaining site management awareness and responsiveness to potential pollutant discharges from the site. For the first term of this permit, benchmark exceedances will not activate DWQ's standard Tiered Response actions which are shown below for reference only. The summary report shall specifically consider and interpret the collected data with respect to the benchmarks identified in this permit, and shall identify the Tiered Response action status that would have been triggered by the data collected. While DWQ is considering Horsehead's summary report and determining what revisions to the permit, if any, may be reasonable and protective, and continuing on for the remainder of the permit term until any such changes in the permit requirements may be established by DWQ, Horsehead shall be subject to the full provisions of sampling, comparison to the benchmarks, and reporting contained in Part 11 Section B. All other provisions of the permit remain in effect from the effective date of the -permit until expiration. Part ll Page 7 of 11 DRAFT Permit No. NCS000562 Tier One If: The first valid sampling results are above a benchmark value, or outside of the benchmark range, for anv parameter at Then: The permittee shall: 1. Conduct a stormwater management inspection of the facility within two weeks of receiving sampling results. 2. Identify and evaluate possible causes of the benchmark value exceedance. 3. Identify potential and select the specific: source controls, operational controls, or physical improvements to reduce concentrations of the parameters of concern, and/or to bring concentrations within the benchmark range. 4. Implement the selected actions within two months ofthe inspection. S. Record each instance of a Tier One response in the e `PP. Include the date and value of the benchmark exceedence, the inspection date, the personnel conducting the inspection, the selected actions, and the date the selected actions were implemented. Tier Two If: During the term of this permit, the First valid sampling results from two consecutive monitoring periods are above the benchmark values, or outside of the benchmark range, for any specific arameter at a specific discharge outfall; Then: The permittee shall: 1. Repeat all the required actions outlined above in Tier One. 2. Immediately institute monthly monitoring for all parameters. The permittee shall conduct monthly monitoring at every outfall where a sampling result exceeded the benchmark value for two consecutive samples. Monthly (analytical and qualitative) monitoring shall continue until three consecutive sample results are below the benchmark values or within benchmark range. 3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly monitoring report indicating "No Flow". 4. Benchmark exceedances for a different parameter separately trigger a tiered response. 5. Maintain a record of the Tier Two response and monitoring results in the SPPP. Part Il Page 8 of l l DRAFT Permit No. NCS000562 Tier Three — During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed the benchmark value, or are outside the benchmark range, for any specific parameter at any specific outfall on four occasions, the permittee shall notify the DWQ Regional Office Supervisor in writing within 30 days of receipt of the fourth analytical results. DWQ may, but is not limited to: • require that the permittee revise, increase, or decrease the monitoring frequency for some or all parameters; • require the permittee to install structural stormwater controls; • require the permittee to implement other stormwater control measures; • require the permittee to perform upstream and downstream monitoring to characterize impacts on receiving waters; or require the permittee implement site modifications to qualify for a No Exposure Exclusion. f If a Total Maximum Daily Load (TMDL) is approved for this•segment of the Broad River, the permittee may be required to monitor for the pollutant(s) of concern in the future and submit results to the Division of Water Quality. The Division will consider the monitoring results in determining whether additional BMPs are needed to control the pollutant(s) of concern to the maximum extent practicable. If additional BMPs are needed to achieve h'e requi� d level of control, the permittee will be required to (1) develop a strategy,foormplementing appropriate BMPs, and (2) submit a timetable for incorporation of tlose B`-P�nto the Stormwater Pollution Prevention Plan. Part II Page 9 of 11 DRAFT Permit No. NCS000562 SECTION C: QUALITATIVE MONITORING REQUIREMENTS The purpose of qualitative monitoring is to quickly evaluate the effectiveness of the permittee's implementation of the SPPP, and to assess new sources of stormwater pollution, and to prompt the permittee's response to observed pollution. Qualitative monitoring of stormwater outfalls must be performed during a measurable storm event. Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of representative outfall status. Qualitative monitoring shall be performed quarterly as specified in Table 4, and concurrent with the required analytical monitoring events. Inability to monitor because of adverse weather conditions must be documented in the SPPP and recorded on the DM (see Adverse Weather in Definitions). Only SDOs discharging stormwater associated with industrial activity must be monitofed. Table 4 Qualitative Monitor . ing Requirements Discharge Characteristics Frequency) Monitoring Location2 Color �' ' uarterl SDO Odor -quarterly SDO Clarity./�`�� uarterly SDO Floatin Solids quarterly SDO Sus ended Solids Yquarterly SDO / Foam �l �� Vquarterly SDO Oil Sheen quarterly SDO Erosion or deposition at the outfall uarterl SDO Other obvious indicators of stormwater pollution quarterly SDO Footnotes: 1 Measurement Frequency: Four times per year during a measureable storm event See Table 2 for schedule of monitoring periods through the end of this permitting cycle. The permittee must continue qualitative monitoring throughout the permit renewal process until a new permit is issued. Qualitative monitoring must be continued quarterly, and is not eligible for the semi-annual monitoring frequency under step-down provisions that apply to analytical monitoring. 2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO) regardless of representative outfall status. A minimum of 30 days must separate monitoring dates, unless additional sampling has been instituted as part of other analytical monitoring requirements in this permit. If the permittee's qualitative monitoring indicates that existing stormwater BMPs are ineffective, or that significant stormwater contamination is present, the permittee shall investigate potential causes, evaluate the feasibility of corrective actions, and implement Part II Page 10 of 11 DRAFT Permit No. NCS000562 those corrective actions within 60 days of the qualitative monitoring event. A written record of the permittee's investigation, evaluation, and response actions shall be kept in the SPPP. ualitative Monitoring Response Qualitative monitoring is for the purposes of evaluating the effectiveness of the permittee's implementation of the SPPP; and assessing new sources of stormwater pollution, and prompting the permittee's response to pollution. If the permittee repeatedly fails to respond effectively to correct problems indicated by qualitative monitoring, or if the discharge causes or contributes to a water quality standard violation, DWQ may, but is not limited to: • require that the permittee revise, increase, or dec parameters (analytical or qualitative) for a specifi • require the permittee to install structural stormw • require the permittee to implement other stormw • require the permittee to perform upstream and di impacts on receiving waters; or • require the permittee implement site mod iifcatioi monitoring frequency and eriod: conic is; control measures; stream monitoring to characterize to qualify for a No Exposure Exclusion. Part II Page 11 of 11 DRAFT Permit No. NCS000562 PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS SECTION A: COMPLIANCE AND LIABILITY 1. Compliance Schgule The permittee shall comply with Limitations and Controls specified for stormwater discharges in accordance with the following schedule: Existing Facilities already operating but applying for permit coverage for the first time: The Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary containment, as specified in Part 11, Section A, Paragraph 2(b) of this permit, shall be accomplished within 12 months of the effective date of the -initial permit issuance. 1 /9 New Facilities applying for coverage for the first time: The Stormwater Pollution Prevention Plan shall be developed and implemented prior to the beginning of discharges from the operation of the industrial activity and be updated thereafter on an annual basis. Secondary containment, as specified in Part 11, Section A, Paragraph 2(b) of this permit shall -be accomplished prior to the beginning of discharges from the operation of the industrial activity.yfol Existing facilities previously permitted and paplyinnewal: All requirements, conditions, limitations, and controls contained in this permit (except revised SPPP elements in a permit renewal) shall become effective immediately upon,issuance-of this permit. New elements of the Stormwater Pollution Prevention Plan for this pe`rmit�renewal shall be developed and implemented within 6 months of the effective date of this,pemit and updated thereafter on an annual basis. Secondary containment, as specified in Part.11I; Paragraph 2(b) of this permit shall be accomplished prior to the beginning of discharges from the operation of the industrial activity. V 12uty to Com& The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act (CWA) and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit upon renewal application [40 CFR 122.41]. a. The permittee shall comply with standards or prohibitions established under section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR 122.41(a)(2)] c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under section 4.02 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent violation, a person shall be Part III Page 1 of 9 DRAFT Permit No. NCS000562 subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)] d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both. [33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)] e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15,years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not mare than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) ofahe CWA;.shall, upon conviction of violating the imminent danger provision, be subject'to a fine of.not more than $1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)] f. Under state law, a civil penalty of not more'than $25,000 per violation may be assessed against any person who violates or fails to act iAccordance with the terms, conditions, or requirements of a permit. [North Carolina General Statutes'§ 143 215.6A] g. Any person may be assessed an.;administra_tive penalty by the Administrator for violating section 301, 302, 306, 307, 308�,318�or 405.of this Act, or any permit condition or limitation implementing any of such sections in,a.permit issued under section 402 of this Act. Administrative penalties•for Class I'violations are not to exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed $37,500. Penalties for Class I I violations are not to exceed $16,000 per day for each day during which the violation continues, with the maximum amount of any Class II penalty not to.exceed $177,500. [33 USC 1319(g)(2) and 40 CFR 122.41(a)(3)]� Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment [40 CFR 122.41(d)]. 4. Civil and Criminal Liability Except as provided in Part III, Section C of this permit regarding bypassing of stormwater control facilities, nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6, or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 5. Oiiand liazardous-Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. 6. Proper&y Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of Part III Page 2 of 9 DRAFT Permit No. NCS000562 personal rights, nor any infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)]. _ $everability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby [NCGS 150B-23]. 8. Day to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the permit issued pursuant to this permit or to determine compliance with this permit The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit [40 CF,R 122.41(h)]. 9. Penalties for Tamperine // The Clean Water Act provides that any person who falsifies,, tampers -with, or knowingly renders inaccurate, any monitoring device or method required to'be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10;000 per violation, or by imprisonment for not more than two years per violation, or by both. If a -conviction of a person is for a violation committed after a first conviction of such person under this paragrap punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of hot more than 4 years, or both [40 CFR 122.411. 10. Penalties for Falsificatio-n-9f_gep2rt� The Clean Water Act provides that any person -who knowingly makes any false statement, representation, or certification in any`record or other document submitted or required to be mg m aintained under this permit,.includinonitoring reports or reports of compliance or noncompliance shall, upon.c`onvictkon, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more thantwo years per violation, or by both [40 CFR 122.41]. 11. Onshore or Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 12. Duty to Reapply If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the permittee must apply for and obtain a new permit [40 CFR 122.41(b)]. SECTION B: GENERAL CONDITIONS Permit Expiration ation The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date, unless permission for a later date has been granted by the Director. (The Director shall not grant permission for applications to be submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)]. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to enforcement procedures as provided in NCGS §143-215.36 and 33 USC 1251 et. seq. Part III Page 3 of 9 DRAFT Permit No. NCS000562 �s rs This permit is not transferable to any person without prior written notice to and approval from the Director in accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute. The Permittee is required to notify the Division in writing in the event the permitted facility is sold or closed. Signatory Requirements Ail applications, reports, or information submitted to the Permitting Issuing Authority shall be signed and certified [40 CFR 122.41(k)]. a. All permit applications shall be signed as follows: (1) For a corporation: by a responsible corporate offic(Fr)For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary,,treasurer or vice president of the corporation in charge of a principal busuiess,fuinction, or -any other person who performs similar policy or decision making functionsf r the corporation, or (b) the manager of one or more manufacturing, production, or operating.facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making mar capital investment recommendations, and initiating and directing other comprehensive -measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permitapplicationrequirements; and where authority to sign documents has been,assignr delegated to the manager in accordance with corporate procedures. (2) For a partnership or so�eppNroprieo.torship: by a general partner or the proprietor, respectively; or /J� (3) For a municipality-, State,,Federal, or other public agency: by either a principal executive officer or ranking elected official [40 CFR 122.221. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.221 c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative [40 CFR 122.22] Part III Page 4 of 9 DRAFT Permit No. NCS000562 d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following certification [40 CFR 122.22). NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "1 certify, under penalty of law, that this document and all attachments were prepared under my direction orsupervision 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 forgathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of f nes and imprisonment for knowing violations." 4. Permit M12diflcation The issuance of this permit does not prohibit the Permit Issuing Authority from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Title 40, Code -of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code„Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et al. S. Permit Actions The permit may be modified, revoked and reissued, or terminated for cause. The notification of planned changes or anticipated noncompliance does\not stay any permit condition [40 CFR 6. I' n " n' ' r' u' rements The permittee must pay the•a`dihinistering and-coinpliance monitoring fee within 30 (thirty) days after being billed by the Division.- Failure to pay the fee in timely manner in accordance with 15A NCAC 2H .0105(b)(2) may cause •this Division to initiate action to revoke the permit. SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS 1. Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and_appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of this permit [40 CFR 122.41(e)]. Need to Halt or Reduce Not a Defense it shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt.or reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)]. 3. Bypassing of Stormwater Control Eacilities Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless: a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is not satisfied if adequate backup controls should have been installed in Part Ill Page 5 of 9 DRAFT Permit No. NCS000562 the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and c. The permittee submitted notices as required under, Part 1I1, Section E of this permit. If the Director determines that it will meet the three conditions listed above, the Director may approve an anticipated bypass after considering its adverse effects. SECTION D: MONITORING AND RECORDS Repre5entative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Analytical sampling shall be performed during a measureable storm event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be taken before the discharge joins or is diluted,by any other waste stream, body of water, or substance. Monitoring points as specified in this permit shall not be changed without notification to and approval of the Permit Issuing Authority[40`CFR-122.41(j)]. 2. Recording Results For each measurement or sample taken pursuant.to•the requirements of this permit, the permittee shall record the following information [40 CFR-122.41']: U a. The date, exact place, and time of sampling or measurements; b. The individual(s) who performed the sampling.or�measurements; C. The date(s) analyses were performed; Cz d. The individual(s) who performed the analyses; e. The analytical tech niques;or-methods,u" ed; and X'/ f. The results of such analyses. 3. Flow Measurements Where required, appropriate•flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. 5. Kuresentative OutEall If a facility has multiple discharge locations with substantially identical stormwater discharges that are required to be sampled, the permittee may petition the Director for representative outfall status. If it is established that the stormwater discharges are substantially identical and the permittee is granted representative outfall status, then sampling requirements may be performed at a reduced number of outfalls. Part III Page 6 of 9 DRAFT Permit No. NCS000562 6. Records Retention Visual monitoring shall be documented and records maintained at the facility along with the Stormwater Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The permittee shall retain records of all monitoring information, including o all calibration and maintenance records, o all original strip chart recordings for continuous monitoring instrumentation, o copies of all reports required by this permit, o copies of all data used to complete the application for this permit These records or copies shall be maintained for a period of at least 5 years from the date of the sample, measurement, report or application. This period may be extended by request of the Director at any time [40 CFR 122.41]. 7. Inspection and Entry The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director); or in the case of a facility which discharges through a municipal separate storm sewer system, an authorized zed representative of a municipal operator or the separate storm sewer system receiving'the discharge upon the presentation of credentials and other documents as may be requireft law, to: a. Enter upon the permittee's premises where a; r g lated;facility or activity is located or conducted, or where records must be kept under the,conditions of this permit; b. Have access to and copy, at reasonableftimes/�any records that must be kept under the conditions of this permit; ^ c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and d. Sample or monitor at reasonable times; for the purposes of assuring permit compliance or as otherwise authorized by -the Clean -Water Act, any substances or parameters at any location [40 CFR 122.41(i)]. SECTION E: REPORTING REQUIREMENTS - 1E•� • �. Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on Discharge Monitoring Report (DMR) forms provided by the Director. DMR forms are available on the Division's website (hLtp://poi,tal-iicdenr,orawebJwq/ws/su/nl2dessw). Jwgfws/su/nodessw). Submittals shall be delivered to the Division no later than 30 days from the date the facility receives the sampling results from the laboratory. When no discharge has occurred from the facility during the report period, the permittee is required to submit a discharge monitoring report, within 30 days of the end of the specified sampling period, giving all required information and indicating "NO FLOW" as per NCAC T15A 0213 .0506. If the permittee monitors any pollutant more frequently than required by this permit using test procedures approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate instrument governing the discharge, the results of such monitoring shall be included in the data submitted on the DMR. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring Report form provided by the Division and shall retain the completed forms on site. Qualitative monitoring results should not be submitted to the Division, except upon DWQ's specific requirement to do so. Qualitative Monitoring Report forms are available at the website above. Part III Page 7 of 9 DRAFT Permit No. NCS000562 Submitting Reports Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to: Central Files Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 3. Availability of,RQports Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division. As required by the Act, analytical data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215"613 or in Section 309 of the Federal Act. 4. Non-StormwaterDisc arges If the storm event monitored in accordance with this permit coincides with a non-stormwater discharge, the permittee shall separately monitor,all parameters as required under all other applicable discharge permits and provide this,i formationfwith the stormwater discharge monitoring report. S. Planned Changes The permittee shall give notice to the Director as,soon as possible of any planned changes at the permitted facility which could.significantly-alter the nature or quantity of pollutants discharged [40 CFR 122.41(1)]. This notification requirement includes pollutants which are not specifically listed in the permit or subject to notification�req irements under 40 CFR Part 122.42 (a). 6. Anticipated NQcomphanc/c1l//e The permittee shall give advance notice to the Director of any planned changes at the permitted facility which may result in•noncompliance with the permit [40 CFR 122.41(1)(2)]. 7, aauh The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as defined in Part IV of this permit. Additionally, the permittee shall report spills including: any oil spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25 gallons that cannot he cleaned up within 24 hours. 8. Bypass Notice [40 CFR 122.41(m)(3)1: a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and affect of the bypass. b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an unanticipated bypass. 9. Twenty-four Hour Reporting a. The permittee shall report to the central office or the appropriate regional office any noncompliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes aware of the circumstances. Part III Page 8 of 9 DRAFT Permit No. NCS000562 10. 11 The written submission shall contain a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR 122.41(1)(6)1. b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral report has been received within 24 hours. c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. Other NQnromniiance The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time monitoring reports are submitted [40 CFR 1,2Z,41(l)(7)_ ]\ Other Information Where the Permittee becomes aware that it failed to,submitany relevant facts in a permit application, or submitted incorrect information in a permit application.or in any report to the Director, it shall promptly submit such facts or information [40�CF11-12141(1)(8)). Part III Page 9 of 9 DRAFT NCS000562 PART IV DEFINITIONS Act See Clean Water Act. 2. Adverse Weather Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical. When adverse weather conditions prevent the collection of samples during the sample period, the permittee must take a substitute sample or perform a visual assessment during the next qualifying storm event. Documentation of an adverse event (with date time and written narrative) and the rationale must be included with your SPPP records. Adverse weather does not exempt the permittee from having to file a monitoring report in accordance with the•sampling schedule. Adverse events and failures to monitor must also be explained and reported on the relevant DMR. 3. Allowable Non-Stormwater Discharges This permit regulates stormwater discharges /N�ormwater discharges which shall be allowed in the stormwater conveyance system are:/ a. All other discharges that are authorized by a non-stormwater NPDES permit. b. Uncontaminated groundwater, found atioWd ins, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from (opting drains, flows from riparian habitats and wetlands. c. Discharges resulting from fire-fighting,or fire -fighting training, or emergency shower or eye wash as a result of use in the even[ of an emergency. 4. Best Management Practices (BMP§l Measures or practices used•twr,educe the amount of pollution entering surface waters. BMPs may take the form of a process, -activity, or physical structure. More information on BMPs can be found at: htt%IIdn,ub,epa.gov,tn„f}�es.tstorniwater./menuofbMp find x.cfm. S. Bypass A bypass is the known diversion of stormwater from any portion of a stormwater control facility including the collection system, which is not a designed or established operating mode for the facility. 6. Bu k Storage of LLUid Products Liquid raw materials, manufactured products, waste materials or by-products with a single above ground storage container having a capacity of greater than 660 gallons or with multiple above ground storage containers located in close proximity to each other having a total combined storage capacity of greater than 1,320 gallons. 7. Certificate of Coverage The Certificate of Coverage (COC) is the cover sheet which accompanies a General Permit upon issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under the permit and is signed by the Director. B. Clean Water Act The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et. seq. 9. Division or DWO The Division of Water Quality, Department of Environment and Natural Resources. Part IV Page 1 of 4 o� DRAFT Permit No. NCS000562 10. Director The Director of the Division of Water Quality, the permit issuing authority. 11. EMC The North Carolina Environmental Management Commission. 12. Grab Sample An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively or qualitatively) must be taken within the first 30 minutes of discharge. 13. Hazardous Substance Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 14. Landfill A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land treatment facility, a surface impoundment, an injectionell,,a hazardous waste long-term storage facility or a surface storage facility. 15. Measureable Storm Event A storm event that results in an actual discharge fro h permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval may not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and obtains,approval from the local DWQ Regional Office. Two copies of this information and a writte n�request,letter shall be sent to the local DWQ Regional Office. After authorization by the DWQ.RegionaI Office,zwritten approval letter must be kept on site in the permittee's SPPP. 16. Municipal Separate Storm Sewer System, A stormwater collection system withihfan incorporated area of local self-government such as a city or town. 17. No Exposure A condition of no exposure means that all industrial materials and activities are protected by a storm resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff. Industrial materials or activities include, but are not limited to, material handling equipment or activities, industrial machinery, raw materials, intermediate products, by-products, final products, or waste products. DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting 'requirements only if a facility complies with the terms and conditions described in 40 CFR §122.26(g). 18. Notice of Intent The state application form which, when submitted to the Division, officially indicates the facility's notice of intent to seek coverage under a General Permit. 19. Permit Issuing Authority The Director of the Division of Water Quality (see "Director" above). 20. Permittee The owner or operator issued this permit. Part IV Page 2 of 4 Pages DRAFT Permit No. NCS000562 21. Point Source Discharge of Stormwater Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters of the state. 22. Representative Oulfall Status When it is established that the discharge of stormwater runoff from a single outfall is representative of the discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status allows the permittee to perform analytical monitoring at a reduced number of outfalls. 23. SecondatyCQntainment Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event 24. Section 313 Water iority Chemical A chemical or chemical category which: b. Is listed in 40 CFR 372.65 pursuant to Section 313 of Tit e III ofthe'S perfund Amendments and Reauthorization Act (SARA) of 1986, also titled 'the'Emergency-Planning and Community Right - to -Know Act of 1986; c. Is present at or above threshold levels at a facility subjectto SARA title III, Section 313 reporting requirements; and d. Meets at least one of the following crite ri i. Is listed in appendix D of 40 CFR.pa211/2r2l Table 11 (organic priority pollutants), Table III (certain metals, cyanides, and�phenols).or Table IV (certain toxic pollutants and hazardous v substances ii. Is listed as a hazard ous•subst nce,pursuant to section 311(b)(2)(A) of the CWA at 40 CFR 116.4; or iii. Is a pollutant forrw` hick EPA has published acute or chronic water quality criteria. 25. Substantial physical dainaee.to,prbperty, damage to the control facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. 26. Significant Materials Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. 27. SigniEcant S12ills Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section 102 of CERCLA (Ref: 40 CFR 302.4). 28. StormwatQr Dischargef DO 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, Part IV Page 3 of 4 Pages DRAFT Permit No. NCS000562 29. Stormwater Runoff The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowmelt. 30. Stormwater AssociatQd_vyiLh Indpstrial Activity The discharge from any point source which is used for collecting and conveying Stormwater and which is directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded from the NPDES program. 31. 510r0}wgICE Pollution Prevention Plan A comprehensive site -specific plan which details measures and practices to reduce Stormwater pollution and is based on an evaluation of the pollution potential of the site. 32. Total Maximum Daily Load (TMDQ /�, / \ TMDLs are written plans for attaining and maintaining water qualit ndards, in all seasons, for a specific water body and pollutant. A list of approved TMDLs for the,state of North Carolina can be found at httn;llportal.ncdenr;orglweb/wa Ills /mtuItmdl 33. Toxic Pollutant Any pollutant listed as toxic under Section 307(a) (I) of_the Clean Water Act. 34. Vehicle Maintenance Activity^ / Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport deicing operations. 35. Visible Sedimentation Solid particulate matter,�both miner Tand organic, that has been or is being transported by water, air, gravity, or ice from its site�of origin�vvhich can be seen with the unaided eye. 36. The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years. Part IV Page 4 of 4 Pages d�5 U� o� _1 Ix ley / G F--r'r- ; S•z a— , s 2�fs- �J y.. � " � - � -. k ^h �? 4 �� M � � - � t Z � EZ A � � � r --,��I } r � '� _ � 1 3 ,! ` .. �. _• ^A a'� y l `, � ` t � � a. ` f ` - .. E A '; � � � �� � � .. • a`� � n . . r � r � � ` , �7 4 �� � :, ~ � _, � _ ._' 2 •:Rti� = ff �� ®R Alf ^ ; alseheadMetals r Alt t h- �. �.{�M.�t. r..- �x - , I f .� • 1 4• Mil I < 7�T�• '��[ •fir '-`j 4 by °�' � • `�'�" � F� �• � �• � t��.� e�necoiN F..Y ,, f ',+ � '♦ IRA i r il`• S . AGob;gIG,, EInc October 9, 2015 Via Electronic Mail andon.davidson (a7ncdenngy) and U.S. Mail Mr. G. Landon Davidson North Carolina Department of Environment and Natural Resources Water Quality Regional Operations Asheville Regional Office 2090 U.S. Highway 70 Swannanoa, NC 28778 Re: Notice of Violation/Notice of Intent to Enforce NOV-2015-DV-0188 (BIMS Inc. 4201501151) Rutherford County Dear Mr. Davidson: On September 24, 2015, Horsehead Metal Products, LLC (Horsehead) received the above - referenced Notice of Violation/Notice of Intent to Enforce (NOV) related to a release of low pH, iL- i n C - a J4 n solution at the Mooresboro facility. As requested, this letter provides a report assessing the d cause, significance, and extent of the release and a plan listin all actions to prevent future releases. Q With respect to the allegation of discharge in violation of G.S. 143-215.83, the release of the solution from the cellhouse containment was mitigated such that any discharge to the Broad River would not have resulted in a violation of G.S. 143-215.83. Specifically, the definition. of "discharge" in Article 21 a of Chapter 143 provides in relevant part as follows: "Discharge" shall mean, but shall not be limited to, any emission, spillage, leakage, pumping, pouring, emptying, or dumping of oil or other hazardous substances into waters of the State or into waters outside the territorial limits of the State which affect lands, waters or uses related thereto within the territorial limits of the State, or upon land in such proximity to waters that oil or other hazardous substances is reasonably likely to reach the waters, but shall not include amounts less than quantities which may be harmful to the public health or welfare as determined pursuant to G.S. 143-215.77A; G.S. 143-215.77(4). Section 143-215.77a provides that quantities of designated hazardous substances for putWscs of this Article are the quantities of designated hazardous substances as established by, the EPA pursuant to Section 311 of the Clean Water Act. The EPA has promulgated the quantities for designated hazardous substances at 40 C.F.R. § 117.3. The regulatory quantity for sulfuric acid is 1,000 pounds. Given the concentration of sulfuric acid in the released process solution and the subsequent efforts to mitigate any portion of the release q�� HORSEHEAb METAL PR66d&rs, INC —I i� � x. 4B4'HICKS.C3iiOV ROA>a _. .......- I )l<J,P� J``�/J MOORESB012o, 11IOFi7H CAROL[NA 8114 ETAJ-'PFi4 DUC'x St 1i�TC which reached the stormwater system, there is no reasonable potential that the regulatory quantity for a "discharge" under G.S. 143-215.77a could have been released to the Broad River. Upon discovery of the lower than typical pH in the energy dissipater on September 5, 2015, plant personnel closed the main gate valve at the outfall to the Broad River and the gate valve on the energy dissipater at Basin 1. The energy dissipater is the first structure in the Basin 1 system and serves to slow stormwater as it enters Basin 1. Since there had been an extended period without any substantial rainfall prior to September 5, 2015, Basin 1 was empty and no discharge to the Broad River occurred to that point in time. The gate valves at the energy dissipater and Basin 1 remained closed throughout the investigation of the source of the lower than typical pH. Following a rain event on September 9, 2015, approximately 200,000 gallons of water was removed by vacuum truck from Basin 1. This water was recycled for use in the plant process. Additionally, sediment in the energy dissipater and sediment in Basin 1 with any visible impacts from the solution release were removed and placed in roll -off containers. Although the gate valve at Basin 1 remained closed, a leak near the gate valve in the discharge structure was discovered which allowed water from the basin to be discharged to the Broad River. While the leak continued until a repair was completed at 7 p.m. on September 11, the remediation of the sulfuric acid solution released to the stormwater system was concluded on September 9tt' and thus mitigated any impacts to the stormwater in Basin 1 such that the quantity of sulfuric acid discharges would not have reached the regulatory quantity for a "discharge" in violation of G.S. 143-215.83. Additionally, despite any elevated concentrations of cadmium, lead and zinc in the water sample referenced in the NOV, these elevated concentrations do not constitute an unlawful discharge pursuant to G.S. 143-215.83. These metals are covered by the benchmark sampling requirements under NPDES Stormwater Permit No. NCS000562, and therefore any elevated levels of these metals would be addressed under the terms of that Permit. As such, any discharge with these elevated metals would not be a discharge in violation of G.S. 143-215,83. 1. Report on the Release On the evening of September 5, 2015, plant personnel identified a potential problem during the course of routine inspection at Basin 1 of the facility stormwater system. Using a basic pH testing strip, testing indicated a pH less than 6.0 Standard Units in the stormwater entering the energy dissipater which is the first structure in the Basin 1 systems Further investigation indicated that the source of the subject water may have been material inadvertently making its way into the storm drain system from a malfunctioning pump in the vicinity of the cellhouse earlier that day. On September 6, 2015, testing of water entering the energy dissipater again indicated a lower than typical pH. A subsequent investigation was undertaken to identify the source of water entering the stormwater system. This investigation revealed water entered the 1 Basin 1 is a sedimentation basin, and the energy dissipater serves to slow stormwater entering Basin 1. Business Confidential Information storm drains in the vicinity of the cellhouse, at which time efforts were underway to identify the source. On September 7, 2015 an investigation was initiated to identify potential sources of water entering the stormwater system in the vicinity of the cellhouse. Two contractors were engaged to assist in this effort. One company conducted a CCTV inspection inside the storm line in the vicinity of the cellhouse to identify the location of water entering the stormwater system. The other company installed an air bladder to prohibit water flow from the area into the downstream stormwater system. While the bladder was effective in stopping any additional flow from the cellhouse area, the results of the CCTV inspection were inconclusive as to the location of the water entering the stormwater pipe. On September 8, 2015, a detailed surface investigation was initiated in the cellhouse area to identify locations where seepage into the stormwater system may have occurred. A void located in a joint where a recirculation tank is in contact with the cellhouse secondary containment structure was discovered. The material escaped, as a consequence of a pump malfunction at the north sump of the cellhouse containment, when the water/acid solution in the containment area of the cellhouse rose to an elevation above the joint. The containment area under the cellhouse is designed to capture water solutions, including rain water, wash water and cell cleaning solutions from the cellhouse. The composition of the material in the containment area typically is approximately 93% water, 6.1 % sulfuric acid, 85 ug/l cadmium, 17.3 g/l zinc, 24.4 mg/l lead, and 203 mg/1 chlorides. The solutions are recovered in the containment area under the cellhouse and pumped to the acid tank and then to the solvent extraction area for use in the process. When the low pH water in the stormwater system was discovered on September 5, 2015, the pump in the North sump that sends the solution to the acid tank had malfunctioned and was being repaired. While the pump was being repaired, temporary pumps were installed in the containment area to pump the solution. The liquid levels in these containment structures are monitored periodically by plant personnel during each operating shift. At the time of the containment breach, the liquid level in the basement was higher than normal because of the pump malfunction. Because of this unusually high liquid level in the basement, the liquid entered the open joint where the wall of the recirculation tank meets the floor of the containment area. Once the elevation of liquid in the basin rose to the elevation of the joint, the solution seeped into the joint and entered the area under the recirculation tank and the underlying gravel layer. The solution traveled through the backfzll and infiltrated the stormwater drainage pipe backfilling the area. The liquid seeped into the stormwater pipe and traveled in the storm drain to Basin 1. Business Confidential information HORS>=MEAb META1 PRODUCTS, INC. MOORESSORO, NORTH CAR 6Ni A' 281 14 Although plant personnel could not determine whether a reportable quantity of sulfuric acid had been released, Horsehead called the NRC as a precautionary measure on September 9, 2015 at 3:30 pm, to advise the agency of the apparent release of process solution from the base of secondary containment structure. After the call to the NRC, Horsehead notified the DENR Regional Office by telephone. We understand that DENR notified the Forest City Fire Department. All secondary containment structures in the facility are constructed of reinforced concrete with containment sizing based on 110% of the largest tank in the containment. Following the discovery of the unsealed joint in the containment area under the cellhouse, Horsehead engineers and maintenance personnel confirmed that no other areas in the facility have similar seal problems. Based on the available information, any discharge of the solution from the cellhouse containment area to the Broad River was minimized through mitigation efforts following the initial discovery of low pH at. the energy dissipater. As soon as the low pH condition of water entering the energy dissipater was detected on September 5, 2015, plant personnel closed the main gate valve at the outfall to the Broad River and the gate valve on the energy dissipater at Basin 1. Since there had been an extended period without any substantial rainfall prior to September 5, 2015, Basin 1 was empty and no discharge to the Broad River occurred to that point in time. As noted above, on September 9th and loth, a rain event of approximately 0.7 inches of precipitation occurred and stormwater entered Basin 1. At the time, the main gate valve on the stormwater discharge outfall was closed and the water was retained in the basin. On September 9, 2015, a leak near the gate valve in the discharge structure was discovered which allowed water from the basin to be discharged. Water discharged from the discharge structure was tested for pH and found to be below 6.0 Standard Units. Vacuum trucks were mobilized to remove water from Basin 1. Removed water was recycled for use in the plant process. The small leak that allowed water to enter the Broad River resulted from a crack in the concrete box that serves as the housing for the main gate valve. Hydraulic cement was used to seal the crack and stop water from leaking through the concrete wall. These repairs were completed on Friday, September 11, 2015, at approximately 7 p.m. We determined that water at the concrete discharge structure entered the Broad River from mid- day on September 9th until 7 p.m. on September 11. The duration of the leak was 55 hours. We estimated the flow rate from the leak to be 10-15 gallons per minute (GPM). Sample analytical results showed water discharged to the Broad River contained 3.36 mg(L cadmium, 0.541 mg/L lead and 695 mg/L of zinc. Business Confidential information HORSEHEAD METAL PRODUCTS, INC. �•RQVE-ROAD .>:.. - .:,,:...-..-._...., _.................... ?-=�� MOORE8BDR0, NORTH CAROUNA 28114 [w3`T AT: R.Oq, li' c l 2. Plan to Prevent Future Releases in Containment Areas The following actions have been implemented to prevent a future releases: As noted above, the defective joint in the containment area under the cellhouse in Area 200 has been repaired. Inspections will be performed on the containment areas for cracks and repairs will be made as required. A high level alarm will be installed on the cellhouse contaitunent to alert personnel if liquid levels are elevated so action can be taken to draw the level down. Weekly inspections have been initiated at the inlet and outlet of Basin 1, including field tests for pH. Horsehead remains committed to operating in a manner protective of the environment and appreciates the Department's continued assistance as we continue through the startup phase at the Mooresboro facility. If additional information is needed in support of this request, please call me at 828-919-3139. Sincere, , Jim Harris Environmental Manager Business Confidential Information :, fi :: � f � !i' J3 � . Environmental Spill History for Horsehead Metal Products, 484 Hicks Grove Road, Mooresboro, NC 28114 • April 25, 2015 Depleted Solution Spill • May 19, 2015 Depleted Solution Spill • September 8, 2015 Cellhouse Containment Breach Google Maps https://www.google.coin/mapsl a 35,1936296,-81.8483421,1512a,20y,90hldata=! 3m ] ! I e3?... I Itm f a. AL ♦',aiv1 q�.yii'�.5� `*\��'. .�il1:;q � ° f�...�.�..,,.ccsro7 ` Il * 1 til 1 ; r'1 _ t 1. i .i` yR {, Ph .may;'.. �'� ���-Wi= 5, 4 Imagery 02015 Google, Map data @2015 Google 200 ft �-• A �". rig • 2 of 2 9/21/2015 7:47 AM 114 5,�, , - • sa t ,l_.. „J ram.{ -• �e�n. � I x• � �' -�� }`� „..� �.�� `"� �. Iry ��% •r;'�+.. Q H4rseiiead Corporation ','�+ R a[ ea WES i if{'4k EDECOlNGQ F y��✓ :r r y CAP 1 * + �' . ;�► Nicks Grove CWrch J-' a' GOO Ie i �� Mr. Ken Pickle March 16, 2012 Page 2 In addition, please find the following included for your convenience: information required in the application and • Figure 1, Site Area Map, Stormwater NPDES Discharge Permit, Horsehead Corporation, Rutherford County, North Carol a. dated February 2012. X • DWG. No. E-0000-G-10046 Forest City N.C. SX/EW Plant, General Arrangement, Storm Water Management Plan, Horsehead Corporation, prepared by Carnegie Strategic Design Engineers, LLC, Release date March 1, 2012. * Narrative describing the facility's operation, feedstock materials, reagents and products and by-products. • Letter from Horsehead Corporation to Mr. Charles Wakild, Deputy Director, North Carolina Division of Water Quality, dated June 13, 2011. • E-mail correspondence between yourself and Forrest Westall with McGill Associates, P.A. dated November 30, 2011 and December 8, 2011, respectively. ✓ • Copy of the State of North Carolina, Division of Water Quality, Permit to Discharge Wastewater under the National Pollutant Discharge Elimination System, Permit No. NC0089109. The objective of the proposed plan is to manage all stormwater for discharge from the facility through a single monitored outfall to the Broad River. Stormwater from various areas of the facility will be managed according to the following scheme: 1. Stormwater falling into various operating/production areas will be collected in segregated collection basins underlying or adjacent to these areas, as designated, will be analyzed for likely pollutants to determine its disposition. Based on analytical results, the water will be discharged to the stormwater system, used in production process operations, or possibly treated prior to discharge. This water is referred to as "discretionary storm water" for discussion purposes. 2. Stormwater drainage from standard commercial or landscaped areas and perimeter roadways,� roofed areas having no contact with industrial processes. This water will be discharged directly to the stormwater system leading directly to the stormwater outfall. This water is referred to as "non -discretionary storm water", and CStormwater falling into a few designated operation areas will be collected in segregated collection basins underlying the designated area(s) and used for production process operations at all times, and not discharged to the stormwater system: Cndeveloped areas (fil� and vegetated areas not affected by plant C Stormwater from activities) will be discharged through energy dissipation into natural drainage channels. 74i/174 unc% rc91aAtel Mr. Ken Pickle March 16, 2612 Page 3 i Stormwater from described areas 1 and 2 above will discharge to the single monitored outfall for the facility. Stormwater drainage from described areas in 3 above will not be discharged but will be used in the production process. Stormwater drainage from described areas in 4 above, including unaffected surrounding property, will discharge into natural drainage channels. We appreciate your guidance and assistance on this important project. [n meetings over the past year with you, permitting,in p lac as quickly as a7�cee.r possible and well before the facility is scheduled for start up We anticipate that you will stand by the commitment made by the Division of Water Quality to provide a quick review and action on this permit application. If there is any aspect of this permit package thatVneeds clarification lease contact me immediatelyko that the issue can be resol ied without delay. In addition, the Division had indicated that a pre -draft of the permit (before notice) would be provided for our review before a draft permit is directed to public notice. If you have any questions please do not hesitate to contact Sincerely, HORSEHEAD CORPORATION Timothy . Basilone Vice President, Environmental Affairs Enclosures d 5 /-p fid ssi�►Q ��/m i�S c'.S q� ui/G�-� S �o.rs//a`C' '0r aB r1p '49Vi�7q A� &d 1 �oFe �7lSGu55/A%l,s'� ord�y /'G��s�+� cc: Forrest Westall, PE, McGill Associates, P.A. wr-Y ' .1 �' � rot LJ►'�/1 .f 'i� ' s\� cs o D C) "Su r Please print or type in the unshaded areas only. Form Approved. OMB No. 2040-0086. FORM U.S. ENVIRONMENTAL PROTECTION AGENCY I. EPA I.D. NUMBER 1 -.EPA GENERAL INFORMATION S =x Consolidated Permits Program F p GENERAL {Read the "Genervllnstrvctiow" before siarring,) 1 1, 13 1� 1R LABEL ITEMS I. EPA I.D. NUMBER III. FACILITY NAME GENERAL INSTRUCTIONS if a preprinted label has been provided, affix it in the designated space. Review the infDnna5on carefulty; if any of it is incorrect, cross through it and enter the correct data in the appropriate fill-in area below. Also, if any of the preprinted data is absent (rhe area to the left of the label space lists the information that should appear), please provide it in the proper fill-in area(s) below. If the label is complete and correct, you V. FACILITY MAILING need not complete Items I, III, V, and VI (except W-8 which ADDRESS must be completed regardless). Complete all items if no label has been provided. Refer to She instructions for detailed item VI. FACILITY LOCATION descuiptians and for the legal authorizations under which this data is collected. II. POLLUTANT CHARACTERISTICS INSTRUCTIONS: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer `yes' to any questions, you must submit this form and the supplemental form listed in the parenthesis following the question, Mark 'X' in the box in the third column if the supplemental form is attached. If you answer -no- to each question, you need not submit any of these forms. You may answer "no' if your activity is excluded from permit requirements; see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms. PLEASE PLACE LABEL IN THIS SPACE Mark W Merk'x' YES No Forth ATfACHEp YES No A FORM SPECIFIC QUESTIONS SPECIFIC QUESTIONS A. Is this facility a publicly owned treatment works which B. Does or will this facility (either exis5'ng or proposed) results in a discharge to waters of the U.S.? (FORM 2A) X induce a concentrated animal feeding operation or X aquatic animal production facility which results in a ,e v ,a 10 m r discharge to waters of the U.S.? (FORM 23) C. Is this a facility which currently results in discharges to waters of the U.S. other than those described in A or B X D. Is this a proposed facility (other than those described in A or B above) which will result in a discharge to waters of X X above? (FORM 2C) the U.S.? (FT GXZD[ Form 2F n n 14 xs m n E. Does or will this facility treat, store, or dispose of F. 'Do you or will you inject at this facility industrial or hazardous wastes? (FORM 3) X municipal effluent below the lowermost stratum X containing, within one quarter mile of the well bore, 20 ro m underground sources of drinking water? (FORM 4) „ w w G. Do you or will you inject at this facility any produced water H. Do you or will you inject at this facility fluids for special or other fluids which are brought to the surface in connection with conventional oil or natural gas production, X processes such as mining of sulfur by the Frasch process, solution mining of minerals, in situ combustion of fossil X inject fluids used for enhanced recovery of oil or natural fuel, or recovery of geothermal energy? (FORM 4) gas, or inject fluids for storage of liquid hydrocarbons? (FORM 4) „ „ m 3] 3! 3➢ I. Is this facility a proposed stationary source which is one J. Is this facility a proposed stationary source which is of the 28 industrial categories listed in the instructions and X NOT one of the 28 industrial categories listed in the �/ X which will potentially emit 100 tons' per year of any air instructions and which will potentially emit 250 tons per pollutant regulated under the Clean Air Act and may affect year of any air pollutant regulated under the Clean Air Act 40 * a '3 u '� or be located in an attainment area? (FORM 5) and may affect or be located in an attainment area? (FORM 5) Ill. NAME OF FACILITY 1 SKIP Rut er ord County Pro uction Facility 17 es EPA Form 3510-1 (8-90) CONTINUE ON REVERSE enNITIN11Fr1 FROAA THF: FRnNr VII. SIC CODES 4 14 to order of bri FIRST e. SECOND 7 334Z *CO)A. O) � (lt-01 samndary sweltlny and Rafining of tronferraaa yetats r G THIRD D. FOURTH (iP"M ( rf l y OIL OPERATOR INFORMATION A NAME B.Is the name jisled In Vern h lioree ea Corporation Vill-Aalsomaowner? 0 YES fl NO la ,. C. STATUS OF OPERATOR (F.'ntrr the appropYarefeirer faro the a war box.,1 "Other," ec ) D. PHONE orra ro1.le & 110 F FEDERAL M a PUBLIC (otherthanfederal orstate) S= STATE (spat fj) P H. (724) ' 7 73 - 2 2 2 3 O= OTHER (speck) P =PRIVATE is n aI tsthe far�ilylocated onIndian lands4 B Fittsburgh PA 151205 AYES 19NO W Il . l tl le X- EXJSTiNG ENVIRONMENTAL PERMITS D, PSD AVE�+rfsrbrrr roar Pro dSorrrrrs `'' �' ' ' -"s'1 -: A. NPOES lrrha Sorer PVT a ry KC00e9109 :c':=.�•`_- B. UIC Urr irr rerradlrr ec!!a1 Fhdds E. OTHER s rci • T 1 g U C 9 T N 1©000 (IaKfh1 IrPOEe 6tois Bier Colwtruction aativitlea t is I if is C. RCRA frararrlora trkutesl E. OTHER s T 1I I I t I I I T f[ntr1hr rreafon and Sediseatation control SR $ RUTHE-2o12-002 and 0�3 ■as - Phase t IRUnit-2012-002J and Qhasa 7 fRVCa6-2a12-013) is to it t, ]I 13 +! /r to 7N Attach to this application it topograpMe map of the area extending to at least one mile beyond property boundaries, The map must show the oughe of [he fiub'ty, the location of each of Its aldslfng and proposed Intake and discharge strictures, each of Its hazardous waste treatment, storage, or disposal faalfitles, and each well where It Injects fluids underground, tndude all springs, rivers, and outer surface weterbodies in the map area. Sae Instructions for precise mqutrements. This newly constructed facility upon startup in the future will apply a proprietary hydroutetallurgical process (solvent extraction / alectro winning) for producing high grade zinc metal frem two primary feed materials including waelz oxide (a.k.a. crude zinc oxide) and zinc metal drosses and skims recovered from galvanizing 3perations. The production process includes use of feed materials in an aqueous and hydrocarbon based solvent extraction process to produce a zinc rich electrolyte solution for use in a cell house where an eleotro winning irocess in applied to produce metalic zinc. Similar technology is commonly used to produce metalic copper from dined copper ore feed material in the western United Staten. X111. CERTIFICATION {sea instructions) l ceWy under penalty of taw that I have personalty examthed and am famldar 41h the Information submllled In this eppkcadan end al effachments and iha4 based an my bV vhy of those persons Immedretely tespanstble for phfatrft the tnkrmagon confalnadin the appffca9oa4 1 belavo that the fnformadan is frlre, a_ccurafe, and compbfe. l am aware that thera are slgnlffcant penaf6es forsubmIldng false fnrormaMap including the possWiy of tine andlmpdsonmont A. NAME ti OFFICIAL TITLE (qpc orprhrri B. SIGNATUR C. DATE SIGNED Timothy R. Saailoner Vice -President Environmental Affairs dse.+• /2. -/01- OF EPA Form 3510-1 (8-90) ATTACHMENTS TO EPA FORM 3510-1 GENERAL INFORMATION HORSEHEAD CORPORATION RUTHERFORD COUNTY PRODUCTION FACILITY Figure 1, Site Area Map, Stormwater NPDES Discharge Permit, Horsehead Corporation, Rutherford County, North Carolina, dated February 2012, as prepared by McGill Associates, P.A. FIRST CITIZENS BANK 12MCGill �V (� s O D fl 5 4 firstcitizens.com 052030 A S S O C I A T E S 66-30/531 DATE RO. BOX 2259 : ASHEVILLE, NC 28802 PH: (828) 252-0575 March 29, 2012 f PAY AMOUNT Eight Hundred Sixty and 00/100 Dollars j TO oeR 860.00 OF N.C. DENR 1633 Mail Service Center OPERATING ACCOUNT Raleigh, NC 27699-1633 UTRORMED SIGNATURE V IcGILL ASSOCIATES, RA. Check Date: 3/29/2012 052030 Invoice Number I Date Voucher Amount Discounts Previous Pay Net Amount I-lorsehead NPDES 3/29h012 1000000016892 860.00 860.0 N.C. DENR TOTAj_. first Citizens Bank 2 NCDENR 860.00 860.0 F APR Zd12 EPA ID Number (copy from Item I of Form 1) i Form Approved. OMB No. 2040-0085 Please print or type in the unshaded areas only. II f Approval expires 5-31-92 U.S. Environmental Protection Agency FORM E PA Application for Washington, DC 20460 ZF Oto Permit to Discharge Storm Water NPDES Discharges Associated with Industrial Activity Paperwork Reduction Act Notice Public reporting burden for this application is estimated to average 28.6 hours per application, induding time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate; any other aspect of this collection of information, or suggestions for improving this form, including suggestions which may increase or reduce this burden to: Chief, Information Policy Branch, PM-223, U.S. Environmental Protection Agency, 1200 Pennsylvania Avenue, NW, Washington, DC 20460, or Director, Office of Information and Regulatory Affairs, Office of Management and Budget, Washington, DC 20503. 11. Outfall Location For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water. A. Outfall Number (fist) B. Latitude C. Longitude D. Receiving Water (name) 1 N35 12 00 W81 51 06 Broad River II. Improvements A, Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grantor loan conditions. 1. identification of Conditions, Agreements, Etc, 2. Affected Outfalls 3. Brief Description of Project 4. Final Compliance Date number source of discharge a. req. b, proj, N/A - New Facility N/A -New N/A -New Facility N/A - New Facility Facility B: You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges) you now have under way or which you plan. Indicate whether each program is now under way or planned, and indicate your actual or planned schedules for construction. 11. Site Drai Attach a site map showing topography (or indicatin a outline of drama a areas served by the outfalls(s) covered in the application 0 a topographic map is unavailable) depicting the facility including: each of its intake nd disc arge s ruc ures the drainage area of each storm water outfall; paved areas and buildings within the drainage area of each storm water outfall, each known pas press as u—sFdTbr outdoor storage of disposal of significant materials, each existing structural control measure to reduce pollutants in storm water runoff, materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of its hazardous waste treatment, storage or disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous waste under 40 CFR 262.34); each well where fluids from the facility are injected underground; springs, and other surface water bodies which received storm water discharges from the facility. EPA Form 3510-21' (1-92) Page 1 of 3 Continue on Page 2 Continued from the Front lV. Narrative Descrfptlon of Pollutant Sources A For each autfal, provWs an oilknale of the area (induda uhds) of trihpodeus surfe m prrhaAng paved gross endq rods) drokied to Ow outfol, and an ssimets of the told sufsca area drained by the oWas- Outraa Area of kapervlaus Surface ToW Area Grahed owd Area of krhFarNous Sufaca TaalArea Drsloed M"tcr 0XV0901 tsJ 0ovicla UAW Number 42VON WW4Q ( MWO VMS) 1 acres acras B. Provide a narrative description of significant mater(ats that are currently or In the past three years hoia been treated, atoned or disposed In a manner to alloy axposufa to storm water; method of (reatmant, storage, or disposal; past erid present rnatertals management praclfces employed to minimize contact by these mstodals with storm viater runoff; materials loading and access areas, and the location, manner, and frequency In Wfhirh past(cldes, herbicides, sop conditioners, and Fertilizers we applied. This to a new facility under construction. A variety of liquid and solidaratertals will be used in the production porcese. Process materials will be managed in tanks or containers, and will be transported via pipes throughout the operation. Rateria exposed to stardwater Drill be minimized, and when necessary will bernanaged to avoid potential impact to atormwater discharged from the facility. A SPCC plan and SWPPP will be developed and implemented, and employees iwll be trained to properly menage materials prior to startup of the facility. Visual inspections and housekeeping requirements will be defined in the StiPPP and SPC plans. Feed materials include tfaelt oxide (crude zinc oxide) and zinc metal droaees and ekima recovered from galvanising operations. (See attached sheet for addition information) . C. For each outfall, provide the location and a descdpWn of extating structural and nonstructural control measures to reduce pollutants In storm water runoM and a description of the treatment the storm water receives, irduding the sehedula and type of maintenance for control and treatment measures and the ultimate disposal of any solid or euld wastes other than by discharge. Outfall I I List Codes from Number I Treatment Table 2F-1 lection basins. All. storm water captured in the containment basins will be analyzed prior to :see to the atormwater system, rise in the production proceao, or treated and discharged, This eme for managing atormwater in the production area of the facility and other areas of the party will ninimfza the potential for polutants to enter stormwater that is discharged from the e. Nonstormwater A. I certify under penalty of law hat the outfall(s) covered by this application have been tested or evolua(ed for the presence of nonstom'wialer discharges, and 'hot all nonstormwater discharged from these outfail(s) are Identified In either an accompanying Form 2C or From 2E application for the ouVall. Name and Official TItle (flee orpfnr) ISIgnaiure Data Signed 'imothy R. Hasilone, Vice -President B. Provide a description of the method used, the date of any testing, and the onsite drainage points that were directly observed during a lest. his is a new facility that is currently under construction. The facility will be designed and, constructed in a manner to inimime the potential for entry of process materials in atormwater that In discharged. t Leaks or Provide exiatfng tnfarmation regarding the history of slgnff)cant leak$ or spills of toxic or hazardous paduiants at the facility In the last three years, including fha approximate date and location of the spaf or leak, and the type and amount of material rateasad. N/A - New Facility EPA Form 3510-2F (1-92) Page 2 of 3 Continue on Continued from Page 2 EPA 11) Number (copy from ffem 1 orFoan 1) _ 11. Discharge Information A, B, C, & D: Sao Instfuctlons before proceeding. Complete one set of tables for each oulial. Annotate the oudal number In 9w* apace provided, Table Vll-A, VII-B, VII-C are Included on saperate sheets numbers VII.1 and VII.2. E. Potentlal discharyes not covered by analysts — Is any torch pollutant Wad In table 2F-2, 2F-0, or 2F-4. a substance or a component of a eubstanee which you currently use ormanufaclure as an Intermediate or final product or byproduct? © Yes (irsl al vch pollutants below) ❑ No (ga to Section N Seo attached background information describing feadotock matarialy, process chemicals/reagents; and pollutants that will be monitored in the process wastewater affluent. materials utilized and produced at the facility will be managed by personnel Chat are trained In procedures daveloped to minimize the potential for release of materials to the environment, Materials will be I managed to prevent the potential for entry in stormwater that is discharged from the facility. 111. Biological Toxicity Testing Data Do you have any knoWedga or reason to baltave that any biological test for acute or chronic Welty has been mad* on any of your discharges or on a raceMng wafer in relation to your discharge within (he last 3 years? Q Yes (fist so such pollutant, belonv) Q No (go to Secllon DO N/A vex ra❑ility IX. Contract Analysts Information Were any ofthe analyses reported to Item V11 pa rformed by a contract laboratory or consulting rum? Yes (4sl the name, address and telephone num6erof, end poflutants ❑ No (go to Section X) an, by, each such laboratory orfirm below) A. Maine B. Address C. Area Code & Phone No. 0. Pollutants Analyzed Tecnicas Reunidas Cl. Arapiles 13-14 +34 91 592 03 00 Provided the background 29015 Madrid -Spain information for the feedstock material, anticipated process chemicals/reagents and the expected process Wastewater affluent characteristics. X. Certification I eerfify under penally of lase that this document and ail eltachrnonls ivem propared under my cirectlon ar4upen4slon In accordance with a sysfem dcslgned to essuro that quaRlod personnel property gather end evaruate the kwfw tOon subaAW Based W my htqufry of Ne person or persons who manage mo ayalom or chose, krsons oirecfly responslbfe for gathering the Informafon, the rn1arma9m submrded 14 to the best of my knowledge and bel'of, true, a=wate, and complete. I am mvarm trial !hero era sfgnf6cant penaftles for submilf&ng false Infomsad oiL ihcAOM;r Alrie possWily of r&te and hnpdsonmeW ter M/o OV vlalatims. A. Name & Official We (Type Or P&O B. Area Code and Phone No. Timothy R, Rasilone, Vice -President, Env.Rffairs (724) 773-2223 C. Slgnatura O, Mile Srgned J-4A4 -IA- EPA Form 3510.2F (1-92) Pago 3 of 3 EAA ID Number (copy from Item 1 o(Fonn 1) r Form Approved, OMB No. 2040-0086 Approval expires 5-31-92 VII. Discharge information (Continued from page 3 of Form 2F9 Part A — You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details. Maximum Values Average Values (include units) (include units) Number Pollutant of Grab Sample Grab Sample and Taken During Taken During Storm CAS Number First 20 Flow -Weighted First 20 Flow -Weighted Events (ifavailable) Minutes Composite Minutes Composite Sampled Sources of Pollutaits Oil and Grease New Facility NIA Facility is under construction Biological Oxygen Demand (BODS) New Facility Facility is under construction Chemical Oxygen Demand (COD) New Facility Facility is under construction Total Suspended Solids(TSS) New Facility Facility is under construction Total Nitrogen New Facility Facility is under construction Total Phosphorus New Facility Facility is under construction PH Minimum New Facil Maximum Minimum Maximum Facility is under construction IPart B — List each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility's NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). Complete one table for each outfall, See the instructions for additional details and requirements. Pollutant and CAS Number (ifavailable) Maximum Values (include units) Grab Sample Taken During First 20 Flow -Weighted Minutes Composite Average Values (include units) Grab Sample Taken During First 20 Flow -Weighted Minutes Composite Number of Storm Events Sampled Sources of Pollutarts TSS Manufacturing Process NH3-N Manufacturing Process Total Aluminum Manufacturing Process Antimony Manufacturing Process Arsenic Manufacturing Process Total Cadmium Manufacturing Process Chlorides Manufacturing Process Total Chromium Manufacturing Process Total Cobalt Manufacturing Process Total Copper Manufacturing Process Fluoride Manufacturing Process Total Iron Manufacturing Process Total Lead Manufacturing Process Total Nickel Manufacturing Process Total Tin Manufacturing Process Total Zinc Manufacturing Process PH Manufacturing Process ChronicTexicity Manufacturing Process Turbidity Manufacturing Process EPA Form 3510-2F (1-92) Page VII-1 Continue on Reverse Continued from the Front Part C - List each pollutant shown in Table 2F-2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the instructions for additional details and requirements. Complete one table for each outfali. Mapmum Values Average Values (include units) (include units) Pollutant Grab Sample Grab Sample and Taken During Taken During CAS Number First20 Flow -Weighted First20 Flow -Weighted (ifavailabfe) Minutes Composite Minutes Composite Number of Storm Events Sampled Sources of Pollutants The facil ty is designed and will be constructed and operated in I manner to minimize the potential for materials to enter sto mwater that is discharged The production area will le underlain by containment basins for capturing s ormwater. Sto mwater in he basins will b analyzed lefore being discharged to the stormwater system, used for production processes, or treated and discharged. fPart D — Provide data for the storm event(s) which resulted 'n the maximum values for the flow weighted composite sample. J 4. 5. 1. 2. 3. Number of hours between Matamum flow rate during 6. Date of Duration Total rainfall beginning of storm measured rain event Total flow from Storm of Storm Event during storm event and end of previous (gallonshninute or rain event Event (in minutes) (in inches) measurable rain event specify units) (gallons or specify units) N/A - New Facility 7. Provide a description of the method of flow measurement or estimate. stormwater system is designed to manage a 100-year storm event. EPA Form 3510.2F (1.92) Page VI 1-2 TIMOTHY R. BASELONE Vice Aesidrnl - briniourverifal Affairs 4955 STEu BENv11.1.E PEKE SUJTE 405 PITTSBURGH, PA 15205 March 26, 2012 WWW.HORSEHEAO.NET 724.773.2223 TBIl5r1.ONE0H0R9EHEAQ.NET 412.788.4526 Mr. Ken Pickle Environmental Engineer North Carolina Department of Environment and Natural Resources Division of Water Quality Stormwater Permitting Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Re: NPDES Stormwater Permit Application Horsehead Corporation Rutherford County, North Carolina CORPORATION bradirig 7hr Warfel in Zinc Recycling !2 v � f/� 6as p��� a �►�r� �lln '�� di5�uss MAR ?82012 Dear Mr. Pickle: ,CIPv.�osc a� f�iis Ph�aJe '2 (in accordance with our prior discussions with you occ_ rring over the past year an NPDES Stormwater Permit .Application has been completed or the new Horsehead Corporation (Horsehead) facility that is currently under development Rutherford County. As described in the attached application, a stormwater management system has been developed(that is integral to the operation of this facility and) that is designed to m nrmlze the potential for discharge of pollutants in stormsw�ater from the site. �,,Y�%ldfdaeJ T/7�S 'n�BiJ ,� G�-S%pi�•T.L�nC'e Please find enclosed three (3) copies of the following docients: + ✓i y EPA Form 3510-1, General Information and EPA Form 3510-2F, and The Application for Permit to Discharge Storm W ter associated with Industrial Activity for the Rutherford County Production Facility presently being constructed by the Horsehead Corporation. j11fia/ su6Mr#a/ J/2-�/:Z Chem dn� �arrr°cl alre"'I ,rece�r�� ��laoly 41SI.2o/Z r r Bennett, Bradley From: Bennett, Bradley Sent: Friday, September 18, 2015 2:09 PM To: 'jharris@horsehead.net' Cc: Davidson, Landon; Aiken, Stan E; Walker, Fred; Pickle, Ken; 'Robin.proctor@ncdenr.gov' Subject: Response on Stormwater Pond Question Jim, After our discussion this morning I just wanted to get back in touch on the issue of placing Pond 1 (" Ll" shaped pond near the river) back into service. As discussed, we would like to receive any monitoring results that you have available for the Pond 1 discharge that has occurred recently. These results should be forwarded to Landon Davidson (DWR) and Stan Aiken (DEMLR) in our Asheville Regional Office. It is our understanding from our discussions that you have: • Fixed the leak in the containment in the electrowinning area. + Put in place a plug in the stormwater drainage system near the electrowinning area. • Cleaned all the cells of the Pond 1 system. • Cleaned the material from the energy dissipator at Pond 1. • Flushed the drainage to pond 1 and you were planning to flush again today. • Checked all containment systems and stormwater systems in the remainder of the site and have no remaining non-stormwater flow discharging in the stormwater drainage to Pond 1. • Instituted new procedures for containment systems and stormwater ponds to assure that needed removal of material is done in a timely manner and have adequate freeboard in all containment areas. Given all of the above efforts and the assurances that leaks have been corrected and no non-stormwater flow is present the Horsehead facility can bring the pond 1 stormwater system back on line. In conjunction with this, you must be prepared to monitor any discharge from the pond when it first begins in accordance with stormwater permit monitoring requirements as outlined in Table 1 of the permit. You must also continue this monitoring daily while discharge from the system occurs. Please note that we consider this a temporary arrangement until we can conduct our site visit next Wednesday (9/23) and have further discussions within our agency and with you and other staff with your facility. If you have any questions, please contact me. Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources E Fax: (919) 807-6494 1612 Mail Service Center Email: brad ley. ben nettOncdenr.cLov Raleigh, NC 27699-1612 Web: http:/Iportal.nodenr.org/webAr/stormwater Email correspondence to and from this address may be subject to public records Jaws ri495 • }1trl5a RAJ tiU U — ic r �S or { tic i�S f��s. �� s:y►��i�s1 _ �� v a �s 4-1 be, �.. 00 SlYM ��, �... ,ajp e-fit.,. wtv `J ti!" f,,, HA J4 L6 A W- p S zd Ivor �x �r utiJ •c� �►• �,.�.i 1Ye . ', ►� s cep rLa ram+ r arrs . y s S-') aC �Uti, , • �5 �. Off k.�, A�k i �r P . � L A'S c,-Ilo C � G A4I- Xcha'. CA , � pov kz z caoc+rd . r �w LW 6w 4", T C�.� Kc1��2d 4 +Y GiL�tJ dJ iT C �� a� Cx Trtf,2,k iv �w Sul. tu; t I k4r � Glr; l I �a L7 itrill u lso S - 9/34/2Oi5 ' 4 � � . W 14 - , � �% ell- lo,.,� — w p 0 lxwd . S tr(utj 46 �ka144 rJ nrr1 ins we ` 4-, �"`` "a� �"'""ud ze ws pry - �a n chu T d d d S b '+�1�'rvd �r�,tTs�,a�.l �°oG) � `�^7ws{kn'•'� 1..n�r,�uzr�+� h •�ns,�c � na�7��� 'Yn7$.n% ,►.,�,;�Iy.,,� L i+tiy(mt cr,.� v, I.,1,} • I"n� -`�►-�5 �1t.��S ' �", C+ • !L� fzld f! �%TJ1�11�$!p Jlyly �� - g � �� r �IId ,I !! I J'Y� U1Ql J � a iii{.�$ ?'}'� � � �� �.,� � ►�! 1 i rt cvs r fir, m ,to � � •SIC— � f,� �►,o • �s.� .#..�,�, � � �. ►4^-�d K � t.?(.rir c-� Aug. 2, 2015 ~ PUBLIC NOTICE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES INTENT TO ISSUE NPDES STORMWATER DISCHARGE PERMIT #NCS000574 Public comment on the draft permit is invited. All comments received by Sept. 10, 2015 will be considered in the final determination regarding permit issuance and permit provisions. PERMIT APPLICATION i 1. Duke Energy Carolinas, LLC, 526 South Church St., Charlotte, N.C., has appiied for an NPDES stormwater permit for the Rogers Energy Complex (formerly known as the Cliffside Steam Station), 573 Duke Power Rd., Mooresboro, N.C., Cleveland and Rutherford counties. The facility is a coal-fired power plant, which discharges industrial stormwater.to.Suck Creek and the Broad River. The draft stormwater permit and related documents are available online at: http:/Iportal.ncdenr.org/web/guest/duke-npdes-permits. Printed copies of the draft permit and related documents may be reviewed at the department's Mooresville Rdgional Office, 610 East Center Ave. Suite 301, Mooresville, N.C. To make an appointment to review the documents, please call 704-663- 1699. Public comment on the draft permit should be mailed to: Stormwater Permitting, 1612 Mail Service Center, Raleigh, N.C., 27699-1612. Public comments may also be submitted by email to: Publiccommerits &ficdenr.gov. Please be sure to include "Cliffside" in the email's subject line. PUBLIC HEARING The N.C. Department of Environment and Natural Resources will hold a public hearing to accept comments on the draft permit on Thursday, Sept. 10 at 6 p.m. at Boiling Springs City Hall, 114 East College Ave., Boiling Springs, N.C. Registration for speakers begins at 5 p.m. LUdUVU veydlllt; Pregnant Leach Solution Recycles: Hf R�1; HI E;A METAL PRODUCTS, INC. 512 N Salisbury St, Raleigh, NC 27604 to 484 Hicks Grove Rd, Mo... https://www.google.conVmaps/dir/512+N+Salisbury+St,+Raleigh,... Google Maps 512 N Salisbury St, Raleigh, NC 27604 Drive 244 miles, 3 h 54 min to 484 Hicks Grove Rd, Mooresboro, NC 28114 f— — �!.^•.'Gkriwoad ~ % r�'� i V nt �SAemPsfad�. Jl - �• / Sa„th w 1 . ' gaartyvrle/ �. kakrn,nm �L.kr NaI„ f • / . , ` Swe Prk -. • ,c - - kAtliden 4 t' iali„na ' . . ,•eoercr+itle Q r Ctwu �'LwdM� � • ® Una lout. EmehAk _tkion O PNknik law,ltlek � r ` Lowesrik I -.`, HliuuasriUe Concord `! D ]. � O PIIkllorNm Boalc weco r`� Font CiM rr ,s Urlia, � l.Eta,ve - ' f HunaAur9 CT k" Spiny !r db7 `ii ,,n Nnur ,r+ac W wrrr, �• O Noanq rGAstoru r -, • swkw. O T4 ' Beknanf�,.. L - ,vaa • �. ,�, wl cleefl Crerk - 'O • { ' `' CETarlotte -484 Hide Gro" Rd Wd 11 Faty ew ek•bva .•lieke wyt. Gr nFalil ' ur— s w Cherokee Feb w�beh 0 _ if �� j -,` Ir,tfkl, Trail SpnngsffiJJ ~� s m. O v,ern l r Y 0 cowyen'� . ) , ® "k �Vedki Rlon• `r ++/I //{ . i art kell f�� NJ ' N'^ fliekM G— OJ '�i y lat , � l)I AM[rN Mawae 1 r }` •i1 �eea Q�'"wrulpaSpa_riyen6uiq Gkndelc sharoa '� •�„ 1 ~ ��„ �,:. Mineral 1 ' r s - / ,n ,Iloae\O Rock Hi!_! , _ \ we:hew Spinoa �. R&4h dre / d 1 i kkca Kw ® jC. + seers .® Maur O Pnikae r n,-rilenn Snr=l9ar. 4 Lwrt+p re A LxkMn I of nl t _ RI • O � lre0esvik �JGoo`g1eGD a o a�lae Cerce,:m Map data 02015 Google 5 mi E via 1-40 W and 1-85 S 3 h 54 min 3 h 46 min without traffic • 244 miles Details 1 of 1 9/22/2015 4:22 PM % 0ab -cIL - 0411 A-1-A � - Ql�d 4-JSA:2. V � S aJ-a.)O j d 4-1 a -Ttqc1 tr�,t Pa f f �g afflawrl S�l�• /1,l rSS�SrJ *'fF J -jf�l�h,�lrJ�T►�PJ z�'"�1��� �ArI �9 J r 013 4ayl�srp a4 frmIA Y.-) OQ (� Pickle, Ken From: Forrest Westall <Forrest.Westall@Mcgillengineers.Com> Sent: Wednesday, January 27, 2016 7:02 AM To: Belnick, Tom; Chernikov, Sergei; Pickle, Ken Subject: FW: Horsehead Idling Mooresboro Facility Hello, I thought you may be interested in this development. I have had no contact with them for quite a while. We parted ways over their approach to compliance. FYI. Forrest http://rccatalyst.com/?p=3 575 5 Horsehead putting Mooresboro facility on idle I RC Catalyst Page 1 of 2 Home Search in site... Q L RC Datalyst Cor Rut"u,theerfnr riews uraf Carunty" HOME BUSINESS DAYTRIPS EVENTSCALENDAR OPINION OBITUARIES SUBMITYOURSPORY Horsehead putting Mooresboro facility on idle Added by Staff Reporter on 02/25/2o16. Saved under Business, News MOORESBORO — Horsehead Holding Corp. (NASDAQ: ZINC) today announced that it is temporarily idling its Mooresboro, North Carolina zinc production facility. The Company stated that the decision to temporarily idle the facility is the result of many factors, including a depressed zinc price which recently has languished near its seven year low and the Company's current liquidity situation. A small workforce will be retained to manage the facility during this period. Tweet share 5fi7 �G w n NOAA WEATHER Forest City NC Last Updated on Feb 4 2016, 11:35 am EST Weather by NOAA Current Conditions: Fair Find Who Owns This Number spokeo.co mlCe H-Phone-Lookup Enter Any Phone Number Now. Get Full Ow Info. Try Free! Dedicated Server Sale Social Security Sucks Dynamics CRM Sales Support our advertisers REDI-DRIA. FREE F�id.WING .' HY,CR45(OPIC .. RECENT POSTS -............................................................................................................. Obituaries — 02.04.2o16 02/04/2oi6 ................................................................................................................................ 911 Call Center Report — 01,04.16 02/04/2016 .......... ............... ..... ........... .............................................................. ............................_....... .. RC Teacher awarded Early Childhood Internship 02/04/2016 ....................................................................................................................... ............................ Horsehead's Illegal Wastewater Release furthers concerns over drinking water 02/04/2016 ....... ......... ....... ........ .................... -.............. ,.................................... ,....... http://rceatalyst.con-/?p=3 5755 2/4/2016 4b 0 Aiken, Stan E From: Pickle, Ken Sent: Friday, February 26, 2016 10:46 AM To: Aiken, Stan E Cc: Bennett, Bradley; Walker, Fred Subject: Horsehead spill and Stormwater Permitting Program wrap up for now Hi Stan, It's Friday, and I'm trying to wrap-up/nail-down a few issues that crossed my desk over the last couple of weeks, including our comments on the February spill at Horsehead and the suspension of start-up and manufacturing activities. I've spoken with Bradley (programmatic concerns) and with Mike Lawyer (experienced in enforcement/implementation of our permits from a Regional Office perspective.) Most of this we have already covered, but just in case it comes up again in ARO, here's where I think we should be (based on what I think we know about the site and spill): • They have not applied for rescission of the stormwater permit yet, but if they do it would not be automatic for us. I think there's a reasonable case to be made that we would require them to clean up the site (remove potential stormwater exposure to our satisfaction) before we would rescind the permit. We have the authority in federal rule to require continuing permit coverage and compliance even if the plant shuts down. Continuing on this idea, ARO or RCO should advise HH that the permit is still in effect until we officially rescind it. Do you guys want to do that, or would you prefer me to? • The "Storm Pond" should never discharge directly to surface waters based on our understanding of its use and contents. Discharge of the fluids in that basin is not authorized under the our stormwater permit, NCSOOOS62. • With respect to the February 2016 spill: o The text of the permit requires HH to provide secondary containment. Arguably leaking secondary containment is no secondary containment, and results in a violation of permit conditions. So, yes there has been a permit violation. However, I have the impression that their response was pretty good, and that no zinc solution reached the receiving waters. ARO can decide if issuing an NOV/NOD is appropriate. o On the same topic, the text of the permit requires the permittee to properly operate and maintain all systems for pollution control at all times. Again, leaking secondary containment is evidence of the permittee's failure to properly operate and maintain that control system. Again, again --your call on how much to make out of this. o Summary: Yes, the circumstances of the spill amount to a permit violation. The appropriate level of our response to the violation deserves careful consideration. know you all have been out to the site several times during construction and start up, but I don't see a BIMS entry for a permit compliance inspection. If HH is high on your radar, consider if it's time for a compliance inspection. The fact that they are shutting down operations might ease our concerns a little, but imo reduced staff and management attention to the physical plant along with atypical operations (shut down procedures) would increase our concerns to an even greater degree. o It might be worthwhile to get copies and review all their stormwater monitoring results as part of the inspection. (I'd like to see those, too.) o After the big spill in 2015 HH promised to go around to all the containments and inspect/repair/revise/address the failure mechanism (seam between tank wall and containment wall) identified in that spill. Can they provide work orders/logs/ physical evidence that indeed they did that to a substantial extent? o Do they intend to do the same thing for the failure mechanism in this second spill (I mean both the water line break and the containment failure.) Ken 0 Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. pickleCa ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares--,, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. • • Aiken, Stan E From: Harris James <jharris@horsehead.net> Sent: Thursday, February 25, 2016 3:32 PM To: Aiken, Stan E; Walker, Fred Cc: Staley Anthony; Hoenecke Scott; Howell Charles; Ali Alavi Subject: Basin 1 We detected a small flow of stormwater entering Basin 1 today with a pH of 4.5 and we closed the Basin 1 outlet gate to ensure that none entered the river. We dispatched a vacuum truck to the basin to remove the stormwater. We inspected the SX/EW area and believe the source was the stormwater from the roof of the EW building. While the majority of this stormwater is already being redirected to the SX area for use in the process, we have a few downspouts that need to be included in this recycling process. These downspouts are being redirected to flow into the containment and pumped to the SX area. If you have any questions, please let me know. Jim Harris I Environmental Manager Horsehead Metal Products Inc. NiCTAL PRODUCTS, INC. 484 Hicks Grove Road, Mooresboro i North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 IharrisCoMorsehead. net 0 0 Aiken, Stan E From: Harris James <jharris@horsehead.net> Sent: Friday, February 19, 2016 4:24 PM To: Aiken, Stan E Cc: Staley Anthony; Belland, Greg Subject: Water Discharge from the Final Zinc Concentrate Area Stan, Today at 830 am, a small flow of storm water (estimated to be 1 gallon per minute) left the final zinc concentrate containment and pooled near the storm drain located north of the cellhouse. This storm drain flows to the energy dissipater at Basin 1. We estimated that the water flowed for about 3 hours. The valve on the energy dissipater was closed and water collected inside this concrete containment. A vacuum truck was dispatched promptly to Basin 1 to remove this material and return it to the production process. This water stream did not enter the river. If you have any questions, please advise. .dim Harris I Environmental Manager Horsehead Meta! Products Inc. *;/� R 1�- :0R.S. E; �H' , D, METAL PRODUCTS, INC. 484 Hicks Grove Road, Mooresboro North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 jharris(c�horsehead.net 1 • Aiken, Stan E From: Pickle, Ken Sent: Friday, February 19, 2016 1:47 PM To: Davidson, Landon; Menzel, Jeff; Burch, Brent; Heim, Tim Cc: Bennett, Bradley; Aiken, Stan E Subject: FW: Description of Ponds Hi guys, Thanks for bringing us up to speed. I'll talk with Bradley a little more about this over the next few days to see what/if this may mean under our permit coverage of Horsehead. Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. pickle@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares--,,—,, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Davidson, Landon Sent: Friday, February 19, 2016 1:26 PM To: Menzel, Jeff <jeff.menzel@ncdenr.gov>; Burch, Brent <brent.burch@ncdenr.gov>; Aiken, Stan E <stan.aiken@ncdenr.gov>; Pickle, Ken <ken.pickle@ncdenr.gov> Cc: Heim, Tim <Tim.Heim@ncdenr.gov> Subject: RE: Description of Ponds To all, Thanks Jeff. This is a good revision or correction to my email from yesterday. This sentence regarding the stormwater pond: Most likely there is zinc and other constituents within this sediment the concentrations are not known at this time. could suggest a potential violation of the stormwater permit? Does there need to be more investigation into how the ponds, or at least the SW capture pond, is being used and its connection to stormwater outlets? I just don't have the background on the SW side for this type of facility where SW is captured in ponds that are bled into a process and if recycling occurs in that same pond. • G. Landon Davidson, P.G. Regional Supervisor — Asheville Regional Office Water Quality Regional Operations Section NCDEQ — Division of Water Resources 828 296 4680 office 828 230 4057 mobile Landon, Davidson(aDncdenr.g ov 2090 U.S. Hwy. 70 Swannanoa, N.C. 28711 �r'Nothing Compares.. --,- Email correspondence to and from this address is subject to the !North Carolina Public Records Law and may be disclosed to third parties. From: Menzel, Jeff Sent: Friday, February 19, 2016 11:39 AM To: Burch, Brent <brent.burch ncdenr. ov> Cc: Davidson, Landon <landon.davidson@ncdenr.gov>; Aiken, Stan E <stan.aiken@ncdenr.gov> Subject: Description of Ponds On the West side of the HH property there is a series of 4 lined ponds. Starting south and going north the ponds are called the following names; Storm pond, West Maintenance Pond, Raffinate Pond, and Depleted Solution Pond. I. Storm Pond. Collects storm water from the road ways on the western half of the property. Collected storm water than can be introduced into the process as needed or if there is a surplus after a storm event the water is routed through bleed treatment and discharged as wastewater: There is approximately 3 to 4 feet of material in the bottom of this pond consisting of sediment introduced during construction and process materials introduced through spills, tracked materials washing off roadways, etc. Most likely there is zinc and other constituents within this sediment the concentrations are not known at this time. 2. West Maintenance Pond. This pond was designed to collect storm water and process materials within secondary containment units on the west side of the property. This water can be introduced back into the process to recover process materials. I am unsure the extent of sedimentation within this pond. 3. Raffinate Pond. Collects water from the 200 Area Raffinate secondary containment. Can be introduced back into process. 4. Depleted Solution Pond. Spent electrolyte solution can be introduced back into process to be combined with organic solvent to hold the purified zinc in solution or can be routed through bleed treatment to remove built up impurities or contaminants. During this idling period the facility will have to continue to process storm water on the west side of the property. They will do this by collecting the water from west roadways and containment units, routing storm water to the Storm and West maintenance ponds, and then processing in the bleed treatment process to be discharged from their 001 wastewater outfall. Other parts of facility which will also have to remain active during this time included units which process the organic solvent solution and the zinc furnace. There was a release this week to storm water Basin 1. The spill was contained in the energy dispersion unit. A 2" city water line broke around 5 am this water flowed into the WOX silos containment. A leaked then occurred in the WOX silo containment wall seam and the water made its way into the storm water system on the east side of the property. The concrete energy dispersion unit collected the water and they were able to pump and haul from this unit so there was no discharge to the other parts of the storm water basin. Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell 1eff.menzel@ncdenr.gov PO Box 1568 Black Mountain, NC 28711 N .1 - "Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. • Aiken, Stan E From: Harris James <jharris@horsehead.net> Sent: Friday, February 19, 2016 12:04 PM To: Aiken, Stan E Cc: Staley Anthony; Ali Alavi; Belland, Greg Subject: Water Pipe Break at the WOX Silo Area Stan, Per your request, I am sending this email to provide a summary of the water pipe failure that occurred yesterday. A 2 inch water pipe broke inside the WOX silo containment area and some of this water leaked out at a concrete seam in the containment wall. This water leaked into the storm drain and was captured in the concrete -lined energy dissipater at Basin 1. We sent a vacuum truck immediately to Basin i and removed this water solution and placed it in the SX production plant. In addition, we have installed hydraulic cement in the containment crack and this repair will prevent leakage at that point in the future. If you have any questions, let me know. Jim Harris I Environmental Manager Horsehead Metal Products Inc. R MFTAL. PnonuCTS, INC. 484 Hicks Grove Road, Mooresboro 1 North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 0harris(cDhorsehead.net 0 Aiken, Stan E From: Menzel, Jeff Sent: Friday, February 19, 2016 11:39 AM To: Burch, Brent Cc: Davidson, Landon; Aiken, Stan E Subject: Description of Ponds On the West side of the HH property there is a series of 4 lined ponds. Starting south and going north the ponds are called the following names; Storm pond, West Maintenance Pond, Raffinate Pond, and Depleted Solution Pond. Storm Pond. Collects storm water from the road ways on the western half of the property. Collected storm water than can be introduced into the process as needed or if there is a surplus after a storm event the water is routed through bleed treatment and discharged as wastewater. There is approximately 3 to 4 feet of material in the bottom of this pond consisting of sediment introduced during construction and process materials introduced through spills, tracked materials washing off roadways, etc. Most likely there is zinc and other constituents within this sediment the concentrations are not known at this time. 2. West Maintenance Pond. This pond was designed to collect storm water and process materials within secondary containment units on the west side of the property. This water can be introduced back into the process to recover process materials. i am unsure the extent of sedimentation within this pond. 3. Raffinate Pond. Collects water from the 200 Area Raffinate secondary containment. Can be introduced back into process. 4. Depleted Solution Pond. Spent electrolyte solution can be introduced back into process to be combined with organic solvent to hold the purified zinc in solution or can be routed through bleed treatment to remove built up impurities or contaminants. During this idling period the facility will have to continue to process storm water on the west side of the property. They will do this by collecting the water from.west roadways and containment units, routing storm water to the Storm and West maintenance ponds, and then processing in the bleed treatment process to be discharged from their 001 wastewater outfall. Other parts of facility which will also have to remain active during this time included units which process the organic solvent solution and the zinc furnace. There was a release this week to storm water Basin 1. The spill was contained in the energy dispersion unit. A 2" city water line broke around S am this water flowed into the WOX silos containment. A leaked then occurred in the WOX silo containment wall seam and the water made its way into the storm water system on the east side of the property. The concrete energy dispersion unit collected the water and they were able to pump and haul from this unit so there was no discharge to the other parts of the storm water basin. Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell Jeff.menzel@ncdenr.gov PO Box 1568 Black Mountain, NC 28711 <%'Nothing Compares,,,,.,,,, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 0 0 Aiken, Stan E From: Pickle, Ken Sent: Friday, February 19, 2016 8:32 AM To: Aiken, Stan E Subject: RE: Horse Head process ponds area Thanks Stan, that's also my recollection of our conversations with the Horsehead folks. Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. pickle@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares_ Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Aiken, Stan E Sent: Wednesday, February 17, 2016 5:19 PM To: Pickle, Ken <ken.pickle@ncdenr.gov>; Menzel, Jeff <jeff.menzel@ncdenr.gov>; Walker, Fred <fred.walker@ ncdenr.gov> Cc: Bennett, Bradley <bradley. bennett@ncdenr.gov> Subject: RE: Horse Head process ponds area Ken, Just to confirm our conversation, it is my recollection that the basins on the northwest were the ones that Horsehead claimed they had capability of discharge but they had never discharged and did not intend to but instead chose to use as process water. Also, per our conversation, we thought it might have been listed as a wastewater discharge outfall. Thank You, Stanley E Aiken Regional Engineer Land Quality Section North Carolina Department of Environmental Quality 828 296-4500 main 828 296-4610 office stan.aiken ncdenr. ov 1 2090 US70 Highway Swannanoa, NC 28778-8211 !� Nothing Compares... Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Wednesday, February 17, 2016 2:31 PM To: Menzel, Jeff<ieff.menzel@ncdenr.gov>; Aiken, Stan E <stan.a!ken@ncdenr.Rov>; Walker, Fred <fred.walker@ncdenr.gov> Cc: Bennett, Bradley <bradle .bennettCc@ncdenr.Rov> Subject: RE: Horse Head process ponds area Bradley, I think you're right. I assume they are part of either the process water or wastewater systems. can report that the basins on the north west were never part of our considerations for coverage under the stormwater permit. Whether they were contemplated in the wastewater permit development or not I do not know. As is typical with our industrial NPDES stormwater permits, the Horsehead stormwater permit authorizes iusi t the discharge of stormwater. • We didn't "permit" any basins: not as to construction, or operation, or the discharge from any specifically identified basin; • Any discharge from the site other than a stormwater discharge is not authorized by our permit. Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. pickle@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 —fNothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 2 • U Aiken, Stan E From: Pickle, Ken Sent: Wednesday, February 17, 2016 2:31 PM To: Menzel, Jeff; Aiken, Stan E; Walker, Fred Cc: Bennett, Bradley Subject: RE: Horse Head process ponds area Bradley, I think you're right. I assume they are part of either the process water or wastewater systems. I can report that the basins on the north west were never part of our considerations for coverage under the stormwater permit. Whether they were contemplated in the wastewater permit development or not I do not know. As is typical with our industrial NPDES stormwater permits, the Horsehead stormwater permit authorizes just t the discharge of stormwater. • We didn't "permit" any basins: not as to construction, or operation, or the discharge from any specifically identified basin; • Any discharge from the site other than a stormwater discharge is not authorized by our permit. Ken Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken.oickle@ncdenr.gov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Nothing Compares„-,, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Bennett, Bradley Sent: Wednesday, February 17, 2016 12:27 PM To: Pickle, Ken <ken.pickle@ncdenr.gov> Subject: FW: Horse Head process ponds area Ken See question below. If I recall, I think these all end up being part of the process wastewater system? E Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: brad ley. bennettncdenr. ov Raleigh, NC 27699-1612 Web: http://portal.ncdenr,orgtweb/Ir/stormwater Email correspondence to and from this address may be subject to public records laws From: Menzel, Jeff Sent: Wednesday, February 17, 2016 12:06 PM To: Aiken, Stan E <stan.aiken@ncdenr.gov> Cc: Bennett, Bradley <bradley. ben nett@ncdenr.gov>; Walker, Fred <fred.walker@ncdenr.gov> Subject: FW: Horse Head process ponds area Afternoon Stan, I am interested in knowing what the process ponds on the north west side of the Horsehead property are permitted for? Are they permitted to receive material/process storm water? See you guys tomorrow. Thanks, Jeff Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell Jeff.menzel @ ncden r.gov PO Box 1568 Black Mountain, NC 28711 L Nothing Compares.-,,,__ M Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Burch, Brent Sent: Wednesday, February 17, 2016 11:20 AM To: Menzel, Jeff <'eff.menzel ncdenr. ov> Subject: RE: Horse Head WOX area Jeff can you find out what permits have been issued on the process ponds (what EPA is referring to as surface impoundments). Check with Stan Aiken to find out if they were permitted to receive process materials. It may be Bradley Bennett's group with DMLR in Raleigh but Stan should know. Brent G. Burch Compliance Branch Head K Hazardous Waste Section Division of Waste Management 828 321 9585 office 919 270 2049 mobile Brent.Burch@ncdenr.gov PO Box 1427 Andrews, NC 28901 Download pictures Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. • Aiken, Stan E From: Menzel, Jeff Sent: Wednesday, February 17, 2016 12:06 PM To: Aiken, Stan E Cc: Bennett, Bradley; Walker, Fred Subject: FW: Horse Head process ponds area Afternoon Stan, I am interested in knowing what the process ponds on the north west side of the Horsehead property are permitted for? Are they permitted to receive material/process storm water? See you guys tomorrow. Thanks, Jeff Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell Jeff.menzel@ncdenr.gov PO Box 1568 Black Mountain, NC 28711 Nothing Compares..--, w Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Burch, Brent Sent: Wednesday, February 17, 2016 11:20 AM To: Menzel, Jeff <jeff.menzel@ncdenr.gov> Subject: RE: Horse Head WOX area Jeff can you find out what permits have been issued on the process ponds (what EPA is referring to as surface impoundments). Check with Stan Aiken to find out if they were permitted to receive process materials. It may be Bradley Bennett's group with DMLR in Raleigh but Stan should know. Brent G. Burch Compliance Branch Head Hazardous Waste Section Division of Waste Management 1 828 3219585 office 919 270 2049 mobile Brent.Burch@ncdenr.gov PO Box 1427 Andrews, NC 28901 Download pictures Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 0 0 From: Bennett, Bradley Sent: Wednesday, February 17, 2016 12:27 PM To: Pickle, Ken <ken.pickle@ncdenr.gov> Subject: FW: Horse Head process ponds area Ken See question below. If I recall, I think these all end up being part of the process wastewater system? M. Bradley Bennett Stormwater Permitting Program Phone: (919) 807-6378 NC Division of Energy, Mineral and Land Resources Fax: (919) 807-6494 1612 Mail Service Center Email: bradley.bennett(c�ncdenr.gov Raleigh, NC 27699-1612 Web: http:llportal.ncdenr.org/web/Ir/stormwater Email correspondence to and from this address may be subject to public records taws From: Menzel, Jeff Sent: Wednesday, February 17, 2016 12:06 PM To: Aiken, Stan E <stan.aiken@ncdenr.gov> Cc: Bennett, Bradley <bradley.bennett@ncdenr.gov>; Walker, Fred <fred.walker@ncdenr.gov> Subject: FW: Horse Head process ponds area Afternoon Stan, 1 am interested in knowing what the process ponds on the north west side of the Horsehead property are permitted for? Are they permitted to receive material/process storm water? See you guys tomorrow. Thanks, Jeff Jeff Menzel Western Region Environmental Specialist Hazardous Waste Section Division of Waste Management 828 419 5034 office 919 270 1967 cell Jeff.menzel@ncdenr.gov PO Box 1568 Black Mountain, NC 28711 —Nothing Compares--,... - Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Burch, Brent Sent: Wednesday, February 17, 2016 11:20 AM 3 To: Menzel, Jeff <leff.menzel�ncdenr gov> Subject: RE: Horse Head WOX area Jeff can you find out what permits have been issued on the process ponds (what EPA is referring to as surface impoundments). Check with Stan Aiken to find out if they were permitted to receive process materials. It may be Bradley Bennett's group with DMLR in Raleigh but Stan should know. Brent G. Burch Compliance Branch Head Hazardous Waste Section Division of Waste Management 828 3219585 office 919 270 2049 mobile Brent.Burch@ncdenr.gov PO Box 1427 Andrews, NC 28901 Download pictures Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. • • Aiken, Stan E From: Sent: To: Cc: Subject: Thanks for your help, Melissa! Munger, Bridget Wednesday, February 10, 2016 11:01 AM King, Melissa Aiken, Stan E; Walker, Fred RE: Horsehead email 3/3 Bridget Munger Public Information Officer N.C. Department of Environmental Quality Division of Energy, Mineral and Land Resources Division of Water Resources 919-807-6363 office 919-268-0069 mobile bridget. munger(aD_ncdenr.gov 1612 Mail Service Center Raleigh, NC 27699-1612 i s - Nothing Compares.,, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: King, Melissa Sent: Wednesday, February 10, 2016 10:42 AM To: Munger, Bridget Cc: Aiken, Stan E; Walker, Fred Subject: Horsehead email 3/3 Bridget, Find below an email exchange that was too large to send so I cut and pasted — seems to have worked, Melissa From: Davidson, Landon To: Pickle, Ken; Kucken, Darlene Cc: Bennett, Bradley; Georgoulias, Bethany; Herbert, Laura C; Walker, Fred; Menzel, Jeff; Burch, Brent; Day, Collin; Allen, Spring Subject: RE: Horsehead release/Horsehead Stormwater Inspection NCS000562 Date: Tuesday, May 19, 2015 2:12:26 PM Attachments: 05192015140046-D00051915. pdf 05192015 NRC 1116915.pdf Attached is our NOV for the April 25th release. Horsehead has finalized a remediation plan based on soil sampling etc. with regard to the release on the 25th. Jeff Menzel (DWR WQROS) is planning on visiting the site this Friday. I understand from Horsehead that they have a remediation plan complete and soil results are available. DWM HW is overseeing the remediation aspect for the 25th release and DWR is assisting. For today's release, DWR is not planning on issuing an NOV or enforcement unless information regarding the release changes. Based on the current site report, today's release is outside the jurisdiction of DWR and will likely reside with DWM for soil remediation etc. Attached is the spill report for today's release. Based on observed site conditions, reported spills, etc., I think we need a holistic regulatory approach for the facility. DWR WQROS is willing to participate in any inspections or meetings relating to the facility. We may need a conference call or other means of assessing which agencies need to participate and if we wish to include or need any federal agencies to be involved. Please let me know if we can help and in the interim, DWR will continue to share information as it becomes available. Landon G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor - Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson ncdenr. ov website: www.ncwaterguality.or6 Need help with other DENR permits? http://portal.ncdenr.org/web/deao/permit-directory Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Tuesday, May 19, 2015 1:52 PM To: Kucken, Darlene; Davidson, Landon Cc: Bennett, Bradley; Georgoulias, Bethany; Herbert, Laura C; Walker, Fred Subject: RE: Horsehead release/Horsehead Stormwater Inspection NCS000562 Hi Darlene, We can participate in a visit to this site. Just let us know when with some advance notice, please. Landon, can you send us a copy of any NOV letters or other enforcement documents? Thanks, Ken From: Herbert, Laura C Sent: Tuesday, May 19, 2015 1:06 PM To: Walker, Fred; Kucken, Darlene; Georgoulias, Bethany; Pickle, Ken Cc: Bennett, Bradley Subject: FW: Horsehead release/Horsehead Stormwater Inspection NCS000562 All, As we have previously discussed, I would like to suggest that RCO and ARO plan an industrial stormwater permit inspection of this facility in the near future. Because of the complexity of this facility and the fact that they hold an individual stormwater permit (NCS000562) I think it would be beneficial to ARO to have RCO expertise available during the inspection. Also note that they have had a couple of recent releases from this facility. We did a construction/general industrial stormwater inspection on September 24, 2013 however, the facility at the time was at limited production. I, unfortunately, will not be available after the end of May (see note below), however will refer you to Darlene Kucken and Fred Walker for coordination of this inspection with RCO and the facility. 2 Thanks, S Laura Please note that I will be retiring at the end of May (2015). After the end of May, please contact either Mr. Fred Walker, PE (Burke, Clay, Graham, Haywood, Jackson, Macon, Polk, Rutherford, Swain, or Yancey County) or Ms. Melissa King, PE (Avery, Buncombe, Caldwell, Cherokee, Henderson, Madison, McDowell, Mitchell, or Transylvania), depending on the subject county. You can reach them by phone at (828)296-4500 or by email ( fred.walker@ncdenr.gov or melissa.king@ncdenr.gov ) Thank you. Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 http://Portal.ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Davidson, Landon Sent: Tuesday, May 19, 2015 12:36 PM To: Herbert, Laura C Subject: Horsehead release See attached. No solution went to creek, 50-100 gallons left secondary containment. Same solution and same line as April 25th release. Thanks Landon PS -I've forwarded to Brent Burch as well. G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor- Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email:landon.davidson ncdenr. ov website: www.ncwaterguality.org Need help with other DENR permits? http://portal.ncdenr.org/webldeao/permit-directorV Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law and may be disclosed to third parties. ESSE QUAM VIDERI Melissa 7. King, PE - Melissa.King(@ncdenr.gov North Carolina Dept. of Environmental Quality Asheville Regional Office Division of Energy, Mineral and Land Resources - Land Quality 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. 3 • 0 Aiken, Stan E From: King, Melissa Sent: Wednesday, February 10, 2016 10:42 AM To: Munger, Bridget Cc: Aiken, Stan E; Walker, Fred Subject: Horsehead email 3/3 Attachments: NCS000562 Signed Fact Sheet 7 2012.pdf Bridget, Find below an email exchange that was too large to send so I cut and pasted — seems to have worked, Melissa From: Davidson, Landon To: Pickle, Ken; Kucken, Darlene Cc: Bennett, Bradley; Georgoulias, Bethany; Herbert, Laura C; Walker, Fred; Menzel, Jeff; Burch, Brent; Day, Collin; Allen, Spring Subject: RE: Horsehead release/Horsehead Stormwater Inspection NCS000562 Date: Tuesday, May 19, 2015 2:12:26 PM Attachments: 05192015140046-D00051915.pdf 05192015 NRC 1116915.pdf Attached is our NOV for the April 25th release. Horsehead has finalized a remediation plan based on soil sampling etc. with regard to the release on the 25th. Jeff Menzel (DWR WQROS) is planning on visiting the site this Friday. I understand from Horsehead that they have a remediation plan complete and soil results are available. DWM HW is overseeing the remediation aspect for the 25th release and DWR is assisting. For today's release, DWR is not planning on issuing an NOV or enforcement unless information regarding the release changes. Based on the current site report, today's release is outside the jurisdiction of DWR and will likely reside with DWM for soil remediation etc. Attached is the spill report for today's release. Based on observed site conditions, reported spills, etc., I think we need a holistic regulatory approach for the facility. DWR WQROS is willing to participate in any inspections or meetings relating to the facility. We may need a conference call or other means of assessing which agencies need to participate and if we wish to include or need any federal agencies to be involved. Please let me know if we can help and in the interim, DWR will continue to share information as it becomes available. Landon G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor- Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson@ncdenr.gov website: www.ncwaterquality.org Need help with other DENR permits? http://portal.ncdenr.org/web/deao/permit-directory Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law and may be disclosed toTfiird parties. • From: Pickle, Ken Sent: Tuesday, May 19, 2015 1:52 PM To: Kucken, Darlene; Davidson, Landon Cc: Bennett, Bradley; Georgoulias, Bethany; Herbert, Laura C; Walker, Fred Subject: RE: Horsehead release/Horsehead Stormwater Inspection NCS000562 Hi Darlene, We can participate in a visit to this site. Just let us know when with some advance notice, please. Landon, can you send us a copy of any NOV letters or other enforcement documents? Thanks, Ken From: Herbert, Laura C Sent: Tuesday, May 19, 2015 1:06 PM To: Walker, Fred; Kucken, Darlene; Georgoulias, Bethany; Pickle, Ken Cc: Bennett, Bradley Subject: FW: Horsehead release/Horsehead Stormwater Inspection NCS000562 All, As we have previously discussed, I would like to suggest that RCO and ARO plan an industrial stormwater permit inspection of this facility in the near future. Because of the complexity of this facility and the fact that they hold an individual stormwater permit (NCS000562) I think it would be beneficial to ARO to have RCO expertise available during the inspection. Also note that they have had a couple of recent releases from this facility. We did a construction/general industrial stormwater inspection on September 24, 2013 however, the facility at the time was at limited production. I, unfortunately, will not be available after the end of May (see note below), however will refer you to Darlene Kucken and Fred Walker for coordination of this inspection with RCO and the facility. Thanks, Laura Please note that I will be retiring at the end of May (2015). After the end of May, please contact either Mr. Fred Walker, PE (Burke, Clay, Graham, Haywood, Jackson, Macon, Polk, Rutherford, Swain, or Yancey County) or Ms. Melissa King, PE (Avery, Buncombe, Caldwell, Cherokee, Henderson, Madison, McDowell, Mitchell, or Transylvania), depending on the subject county. You can reach them by phone at (828)296-4500 or by email ( fred.walker@ncdenr.gov or melissa.king@ncdenr.gov ) Thank you. Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 http://portal.ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Davidson, Landon Sent: Tuesday, May 19, 2015 12.36 PM To: Herbert, Laura C Subject: Horsehead release See attached. No solution went to creek, 50-100 gallons left secondary containment. Same solution and same line as April 25th release. Thanks Landon PS -I've forwarded to Brent Burch as well. G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor- Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax:828-299-7043 email: landon.davidson@ncdenr.gov website: www.ncwaterquality.org Need help with other DENR permits? http://portal.ncdenr.org/web/deao/permit-directory Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law and may be disclosed to third parties. ESSE gum VIOEHI Melissa 1. King, PE - Melissa.King@ncdenr.gov North Carolina Dept. of Environmental Quality Asheville Regional Office Division of Energy, Mineral and Land Resources - Land Quality 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. 3 Aiken, Stan E From: King, Melissa Sent: Wednesday, February 10, 2016 10:41 AM To: Munger, Bridget Cc: Aiken, Stan E; Walker, Fred Subject: Horsehead email 2/3 Attachments: 05192015 NRC 1116915.pdf; Copy of Horsehead draft accept changes NCS000562.docx; Copy of Horsehead-Staff Report accept changes.doc; DWQ Spill Incident Report 2015 04 25 201500668t.pdf ESSE QUAM VIDERT Melissa J. King, PE - Melissa.King@ncdenr.gov North Carolina Dept. of Environmental Quality Asheville Regional Office Division of Energy, Mineral and Land Resources - Land Quality 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. t 0 Aiken, Stan E From: King, Melissa Sent: Wednesday, February 10, 2016 10:38 AM To: Munger, Bridget Cc: Aiken, Stan E; Walker, Fred Subject: Horsehead File information Attachments: CEI-Horsehead.04-05-13.doc; CEI-Horsehead.04-05-13.doc; Horsehead Cover Letter 5-3-13.0f; Horsehead Inspection 4-1-13.pdf; NCS000562.pdf Bridget As requested, please find attached file information on Horsehead. This is email 1 of 3 emails with info. Melissa ESSE QUAM VIDERI Melissa ]. King, PE - Melissa.King@ncdenr.gov North Carolina Dept. of Environmental Quality Asheville Regional Office Division of Energy, Mineral and Land Resources - Land Quality 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. 1 • Aiken, Stan E From: Davidson, Landon Sent: Wednesday, February 10, 2016 9:32 AM To: Young, Sarah; Chernikov, Sergei Cc: Bennett, Bradley; Aiken, Stan E Subject: Horsehead Metals Sarah/Sergei- FYl and to retain for use if there is inquiry or interest in the issue. No response necessary. Thanks. On February 5, 2016 Tim Heim, Landon Davison and Rob Topolski (new ARO WQROS employee) of the Asheville Regional Office traveled to the Horsehead Metals Facility and met with Horsehead Plant Manager Anthony Staley, Environmental Manager Jim Harris, and Environmental Staff member Charlie Howell and performed an inspection of the facility. The meeting and visit were initiated by DWR ARO staff to address concerns related to the recent declaration of Chapter 11 bankruptcy, decision to idle the Horsehead facility for an unspecified amount of time, and layoffs of a significant number of plant staff. Specific concerns included whether qualified staff would remain at the facility during the idle period and potential impacts to industrial wastewater treatment and discharge. Mr. Staley and Mr. Harris stated that all contract workers and approximately 100 temporary employees were included in the layoff. Approximately 80 employees of the plant are considered "intellectual capital" and will continue to be employed full time throughout the idle period. These employees include all of the engineering staff, environmental staff, plant management, operations and maintenance leads, and lead positions in the chemistry laboratory. During the idle period, the focus will be on repairing known problems and issues, process optimization, and cleaning. Most of the major plant processes will be suspended, but the bleed treatment process will continue (only storm water will be processed). Mr. Harris stated that all monitoring, testing and analytical work associated with the discharge permits will continue, and no change to the permits or permit conditions will be requested. The request to increase permitted discharge for the industrial wastewater permit in the Fall of 2015 was related to greater than anticipated storm water which required processing through "bleed treatment". Process water being circulated during this period of idle should be lower in metals (Pb, Cd, etc.). DWR staff and Mr. Harris reviewed major elements of the facility and the storm water and industrial wastewater discharge outfalls on the Broad River. No violations of the permit conditions or items requiring correction were observed during this review. Mr. Harris stated that he was aware of the Town of Forrest City Riverstone WWTP's application to list the Horsehead facility as an Industrial User (IU). Tim Heim, P.E. Environmental Engineer — Asheville Regional Office Water Quality Regional Operations Section NCDEQ — Division of Water Resources G. Landon Davidson, P.G. Regional Supervisor — Asheville Regional Office Water Quality Regional Operations Sefion NCDEQ — Division of Water Resources 828 296 4680 office 828 230 4057 mobile Landon.Davidson@ncdenr.g_ov 2090 U.S. Hwy. 70 Swannanoa, N.C. 28711 —�'-"Nothing Compares, - Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 0 0 Aiken, Stan E From: Davidson, Landon Sent: Tuesday, February 02, 2016 11:52 AM To: Young, Sarah Cc: Chernikov, Sergei; Menzel, Jeff; Aiken, Stan E; Walker, Fred; Bennett, Bradley Subject: Horsehead fyi http://www.reuters.com/article/harsehead-hldg-bankruptcy-idUSL2N15HIGA G. Landon Davidson, P.G. Regional Supervisor — Asheville Regional Office Water Quality Regional Operations Section NCDEQ — Division of Water Resources 828 296 4680 office 828 230 4057 mobile Landon.Davidson(cr cdenr.gov 2090 U.S. Hwy. 70 Swannanoa, N.C. 28711 ''Nothing Compares--,-, Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. • 0 Aiken, Stan E From: Pickle, Ken Sent: Wednesday, January 27, 2016 8:39 AM To: Bennett, Bradley; Aiken, Stan E; Davidson, Landon Subject: FW: Horsehead Idling Mooresboro Facility FYI, No Action Ken Pickle Stormwater Program Specialist DEMLR Stormwater Permitting Program Department of Environmental Quality 919 807 6376 office ken. oickle@ncdenr.Aov 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 -"/'Nothing Compares. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Forrest Westall [mailto:Forrest.Westall@Mcgillengineers.Com] Sent: Wednesday, January 27, 2016 7:02 AM To: Belnick, Tom <tom.belnick@ncdenr.gov>; Chernikov, Sergei <sergei.chernikov@ncdenr.gov>; Pickle, Ken <ken.pickle@ncdenr.gov> Subject., FW: Horsehead Idling Mooresboro Facility Hello, I thought you may be interested in this development. I have had no contact with them for quite a while. We parted ways over their approach to compliance. FYI Forrest http://recatalyst.com/?p=35755 • • Aiken, Stan E From: Davidson, Landon Sent: Tuesday, December 22, 2015 9:22 AM To: Bennett, Bradley; Aiken, Stan E Subject: FW: Horsehead Metals letter Attachments: SKM_454e15122108570.pdf Fyi. Please let me know if their SW permit monitoring requirements have changed (tier). We are reviewing some possible changes in the NPDES permit monitoring as well. Thx Sent from my Windows Phone From: Menzel, Jeff Sent: 12/22/2015 7:38 AM To: Davidson Landon; Heim, Tim Subject: FW: Horsehead Metals letter From: Galantis, Kelly Sent: Monday, December 21, 2015 8:02 AM To: Burch, Brent <brent.burch@ncdenr.gov>; Menzel, Jeff<jeff.menzel@ncdenr.gov>; Wilkins, Mark <mark.wilkins@ncdenr.gov>;'Digaetano.laurie@epa.gov' <Digaetano.laurie@epa.gov> Subject: Horsehead Metals letter From: scanner.2nd fioor.gs@ncdenr.gov [mailto:scanner.2nd floor.gs@ncdenr.gov] Sent: Monday, December 21, 2015 8:58 AM To: Galantis, Kelly <kelly.galantis@ncdenr.gov> Subject: Message from KMT454e Aiken, Stan E From: Harris James <jharris@horsehead.net> Sent: Wednesday, October 05, 2016 8:06 AM To: Davidson, Landon; Aiken, Stan E; Condrey Neil; Burch, Brent; Scott, Chris; Menzel, Jeff, Heim, Tim; Jeff Dotson; Sonny Penson; Bennett, Bradley; Morris, Richard Subject: Horsehead Emergence from Bankruptcy Here is an announcement that I wanted to share with you regarding our company. We are looking forward to the implementation of engineering projects that will improve the production process at our Mooresboro facility. If you have questions, please let me know. Thanks, Jim Harris I Environmental Manager Horsehead Meta! Products, LLC METAL PRODUCTS. INC. 484 Hicks Grove Road, Mooresboro I North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 iharris(c�horsehead.net From: Ali Alavi Sent: Monday, October 03, 2016 12:04 PM To: All Subscribers Subject: Emergence from Bankruptcy HORSEHEAD RESTRUCTURING COMPLETE PITTSBURGH, September 30, 2016 -- HORSEHEAD HOLDING LLC, together with certain of its subsidiaries (collectively, "Horsehead" or the "Company") announced today that it has emerged from chapter 11 as a private company after successfully consummating its plan of reorganization (the "Plan"), which was confirmed by the United States Bankruptcy Court for the District of Delaware on September 9, 2016. Horsehead's Plan eliminates substantially all of the Company's debt, converts approximately $205 million of senior secured debt into equity in the reorganized Company and, among other things, provides for the repayment of its debtor - in -possession credit facility, provides for repayment, in full, of creditors at Zochem Inc. ("Zochem"), its Canadian subsidiary, and provides for distributions of cash , equity and warrants for its other prepetition creditors, in each case, as set forth more fully in the Plan. Additionally, Horsehead's new equity owners have committed to fund additional equity capital to support the repair and restart of Horsehead's zinc production facility located in Mooresboro, North Carolina, subject to certain terms and conditions, including the approval of Horsehead's board of directors. Under the Plan, Horsehead also converted its corporate form from a Delaware corporation to a Delaware limited liability company, and its name was changed from "Horsehead Holding Corp." to "Horsehead Holding LLC" ("Horsehead Holding"). The names and structures of Horsehead's major operating subsidiaries: Horsehead Corporation; Horsehead Metal Products, LLC; The International Metals Reclamation Company, LLC ("INMETCO"); and Zochem remain unchanged. James M. Hensler, Chief Executive Officce of Horsehead, stated "I'm pleased to announce that our plan of reorganization, which was confirmed by the U.S. Bankruptcy court on September 9, 2016, became effective today and we have emerged from bankruptcy with a capital structure free of long-term debt." Hensler added: "With the bankruptcy process behind us, we can now turn our full attention to our operations and strategic plans, including finalizing the plans to repair and restart our Mooresboro, North Carolina facility to provide high quality zinc to the North American market." Horsehead Holding is the parent company of Horsehead Corporation, a leading U.S. producer of specialty zinc and zinc - based products and a leading recycler of electric arc furnace dust; INMETCO, a leading recycler of metals -bearing wastes and a leading processor of nickel -cadmium (NiCd) batteries in North America; and Zochem, a zinc oxide producer located in Brampton, Ontario. Horsehead, headquartered in Pittsburgh, Pa., employs approximately 700 people and has seven facilities throughout the U.S. and Canada. Visit http://www.horsehead.net for more information. Lazard Middle Market LLC and RAS Management Advisors, LLC served as investment bankers and financial advisors, respectively, to the Company, and Kirkland & Ellis LLP, Aird & Berlis LLP, and Pachulski Stang Ziehl & Jones LLP served as legal counsel to the Company. Moelis & Company LLC served as financial advisor and investment banker to the Plan Sponsors, and Akin Gump Strauss Hauer & Feld, LLP, Ashby & Geddes, P.A., and Cassels Brock & Blackwell LLP served as legal counsel to the Plan Sponsors. 0 • Aiken, Stan E From: Harris James <jharris@horsehead.net> Sent: Thursday, September 29, 2016 11:46 AM To: Aiken, Stan E Cc: Bennett, Bradley Subject: Stormwater Permit NCS000562 - Horsehead Metal Products, LLc Stan, I would like to meet with you and discuss our stormwater permit in relation to the current business Our Mooresboro facility has been in the "idle" mode without production since January 2016. As you are aware, our company filed for bankruptcy protection on February 2, 2016. The bankruptcy court gave approval for the company to come out of bankruptcy recently and we are in the process of completing the paperwork to support this decision. Is there a good time when you can meet with me to review our current permit and the status of our business? Thanks, Jim Harris I Environmental Manager Horsehead Metal Products, LLC KO .- METAL PnODUCT.S'i, I NC:_ 484 Hicks Grove Road, Mooresboro I North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 IharrisCcDhorsehead. net Aiken, Stan E From: Davidson, Landon Sent: Thursday, March 10, 2016 3:44 PM To: Aiken, Stan E; Walker, Fred; Bennett, Bradley Cc: Menzel, Jeff; Heim, Tim Subject: FW: Cellhouse Investigation Report Attachments: 3-8-16 Cover Letter to Jeff Menzel - Cellhouse Inv Report.pdf; 3-8-16 Mooresboro Cell House Investigation Report.pdf FYI From the report: "Dry soil below the asphalt surface, the absence of a permeable layer facilitating contaminant migration, and the soil analytical results showing very low levels of heavy metals, all suggest that the preferential pathway of the release was to the storm water system, which mitigated impacts in the area of the release." G. Landon Davidson, P.G. Regional Supervisor — Asheville Regional Office Water Quality Regional Operations Section NCDEQ — Division of Water Resources 828 296 4680 office 828 230 4057 mobile Landon. David son(d�ncdenr.gov 2090 U.S. Hwy. 70 Swannanoa, N.C. 28711 c; -:�>^Nothing Compares. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Menzel, Jeff Sent: Thursday, March 10, 2016 3:23 PM To: Davidson, Landon <landon.davidson@ncdenr.gov>; Heim, Tim <Tim.Heim@ncdenr.gov> Subject: FW: Cellhouse Investigation Report From: Harris James [mailto.iharris horsehead.net] Sent: Thursday, March 10, 2016 3:12 PM To: Menzel, Jeff <6eff.menzel@ncdenr.gov>; Burch, Brent <brent.burch@ncdenr.gov>; Wilkins, Mark <mark.wilki ns@ncdenr.gov> Cc: Staley Anthony <astaley@horsehead.net> Subject: Cellhouse Investigation Report Attached for your review is the cover otter and report of findings on the recent 110dinvestigation completed in the cellhouse area at the Horsehead Metal Products, LLC facility in Mooresboro, NC. A hard copy of this letter and report will be sent to you via certified mail. Thanks, Jim Harris I Environmental Manager Horsehead Meta! Products Inc. H:C� R: ' E, I �: AP tvt TAL PrltanucTS. INC. 484 Hicks Grove Road, Mooresboro I Forth Carolina 28114 C: 828-748-5283 j P: 828-919-3139 iharris(cD-horsehead.net 0 0 Aiken, Stan E From: Harris lames <jharris@horsehead.net> Sent: Monday, February 29, 2016 4:S9 PM To: Aiken, Stan E; Walker, Fred Cc: Staley Anthony Subject: Basin 1 Stormwater We detected a small flow of stormwater entering the energy dissipater at Basin 1 today with a pH of 4.5. We closed the Basin 1 outlet gate to ensure that none entered the river. The stormwater was contained in the concrete energy dissipater and we dispatched a vacuum truck to the basin to remove it. We inspected the SX/EW area and believe that a very small flow of residual stormwater is draining off from the previous rain. We will continue to inspect the stormwater piping system this week. If you have any questions, please let me know. Jim Harris I Environmental Manager Horsehead Metal Products Inc. H- R S E; F�: E:A DJ METAL F'ROMCT`_:, INC. 484 Hicks Grove Road, Mooresboro North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 Iharris(c�horsehead.net 90 ri Permit: NCS000562 Owner - Facility: Horsehead Holding Corporation Inspection Date: 04/05/2013 Inspection Type: Compliance Evaluation Reason for Visit: Routine Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? ■ D D D # Does the Plan include a General Location (USGS) map? ■ D D D # Does the Plan include a "Narrative Description of Practices"? ■ D D D # Does the Plan include a detailed site map including outfall locations and drainage areas? ■ D D Q # Does the Plan include a list of significant spills occurring during the past 3 years? 0 ❑ ❑ ■ # Has the facility evaluated feasible alternatives to current practices? n n D ■ # Does the facility provide ail necessary secondary containment? D D D # Does the Plan include a BMP summary? ❑ 0 D ■ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ■ D Q ❑ # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ■ 0 ❑ D # Does the facility provide and document Employee Training? D D D ■ # Does the Plan include a list of Responsible Party(s)? D D D ■ # Is the Plan reviewed and updated annually? ❑ Q D ■ # Does the Plan include a Stormwater Facility Inspection Program? D D D ■ Has the Stormwater Pollution Prevention Plan been implemented? D D D ■ Comment: DWQ staff met with Jim Harris (Environmental Manager) and Charles Howell with Horsehead Corporation. Mr. Harris presented an overview of the SWPPP and its components for the facility. The Industrial Stormwater permit went into effect on April 1, 2013 and Industrial stormwater discharge is not anticipated until plant start up near September, 2013. Qualitative Monitoring) Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? D D D ■ Comment: Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? D D D ■ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? D D D ■ Comment: Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? # Were all outfalls observed during the inspection? ■DDD ■DDD Page: 3 Permit: NCS000562 Owner -Facility: Horsehead Holding Corporation Inspection Date: 04/05/2013 Inspection Type: Compliance Evaluation Reason for Visit: Routine # If the facility has representative outfall status, is it properly documented by the Division? # Has the facility evaluated all illicit (non stormwater) discharges? Comment: 0Cl0M ■000 Page: 4 Permit: NCS000562 Owner - Facility: Horsehead Holding Corporation Inspection Date: 04/05/2013 Inspection Type: Compliance Evaluation Reason far Visit: Routine Inspection Summary: DWQ staff met with Jim Harris (Environmental Manager) and Charles Howell with Horsehead Corporation. Mr. Harris presented an overview of the SWPPP and its components for the facility. The Industrial Stormwater permit went into effect on April 1, 2013 and Industrial stormwater discharge is not anticipated until plant start up near September, 2013. Horsehead Corporation is doing an outstanding job starting the implementation of the SWPPP and meeting permit requirements. Page: 2 0 f� Permit: NCS000562 SOC: County: Rutherford Region: Asheville Compliance Inspection Report Effective: 04/01/13 Expiration: Owner: Horsehead Holding Corporation Effective: Expiration: Facility: Rutherford County Production Facility State Rte 221 Contact Person: Jim Harris Title: Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 04/05/2013 EntryTime: 10:00 AM Primary Inspector: Timothy R Fox Secondary Inspector(s): Jonathan Stepp Reason for Inspection: Routine Permit Inspection Type: Stormwater Discharge, individual Facility Status: ■ Compliant ❑ Not Compliant Question Areas: ■ Storm Water (See attachment summary) Forest City NC 28043 Phone: 828-748-5283 Certification: Exit Time: 01:00 PM Phone: Phone: 828-296-4500 Phone: Inspection Type: Compliance Evaluation Page: 1 • North Carolina Pat McCrory Governor May 3, 2013 Jim Harris Environmental Manager Horsehead Corporation 484 Hicks Grove Road Mooresboro, NC 28114 ILI;A NCDENR Department of Environment and Natural Resources Division of Water Quality Charles Wakild, P.E. Director SUBJECT: NPDES Stormwater Permit Compliance Inspection Horsehead Corporation Permit No: NCS000562 Rutherford County John E. Skvarla, III Secretary Dear Mr. Harris: This letter is in follow-up to the NPDES Stormwater Permit Compliance Inspection conducted on April 5, 2013. The facility was found to be in compliance with permit NCS000562. Enclosed is a copy of the Compliance Inspection Report, which contains additional observations and comments for your reference. Please contact me at (828) 296-4664 or Tim.Foxnncdenngov, if I can be of any further assistance. Sincerely, Tim Fox Environmental Specialist Surface Water Protection Enclosure cc: Central Files Asheville Files s:ISWPIRulherfordlStonnwaterl2- Ind ividuaAHorsehead NCS000562\Horsehead inspections\CEl_Horsehead.04-05-13.doc Location: 2090 U.S. Hl hway 70, Swannanoa, North Carolina 28778 Phone: 828-296-45001 FAX: 828-299-7043 Internet: www.ncwate;quality.org An Equal Opportunity t Affirmalive Action Employer NorthCarolina Aatura!!y 1�(f S 06,6 3- G 2, 7� �� 3 V ehAr; -// "4wa tj,c �` �. p' � �.�'�,b-� �lu v+1�5 I `�" (� 4c Y{ � � so � - us•..� ��� � ch V,�rf iI � { cac� I Lt �� w tz^ lr✓ c!�-�, r�--Pr�, Permit: NC5000562 Owner - Facility: Horsehead Holding Corporation Inspection Date: 04/05/2013 Inspection Type: Compliance Evaluation Reason for Visit: Routine Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? # Does the Plan include a General Location (USGS) map? # Does the Plan include a "Narrative Description of Practices"? j� # Does the Plan include a detailed site map including outfall locations and drainage areas? C # Does the Plan include a list of significant spills occurring during the past 3 years? # Has the facility evaluated feasible alternatives to current practices? # Does the facility provide all necessary secondary containment? # Does the Plan include a BMP summary? # Does the Plan include a Spill Prevention and Response Plan (SPRP)? # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? # Does the facility provide and document Employee Training? # Does the Plan include a list of Responsible Party(s)? # Is the Plan reviewed and updated annually? # Does the Plan include a Stormwater Facility Inspection Program? Has the Stormwater Pollution Prevention Plan been implemented? Comment: DWQ staff met with Jim Harris (Environmental Manager) and Charles Howell with Horsehead Corporation. Mr. Harris presented an overview of the SWPPP and its components for the facility. The Industrial Stormwater permit went into effect on April 1, 2013 and Industrial stormwater discharge is not anticipated until plant start up near September, 2013. Qualitative Monitoring Has the facility conducted its Qualitative Monitoring semi-annually? Comment: Analytical Monitoring Has the facility conducted its Analytical monitoring? # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? Comment: Permit and Outfalls # Is a copy of the Permit and the Certificate of Coverage available at the site? # Were all outfalls observed during the inspection? Yes No NA NE n n n ■ Yes No NA NE n n ❑ ■ nnn■ Yes No NA NE ■nnn ■nnn Page: 3 6 0 Permit: NCS000562 Owner - Facility: Horsehead Holding Corporation Inspection Date: 04/05/2013 Inspection Type: Compliance Evaluation # If the facility has representative outfall status, is it properly documented by the Division? # Has the facility evaluated all illicit (non stormwater) discharges? Comment: Sup 4uC Al vrJ C-.5 I�*� TS S -ph ZN -Pb C�tr�i dad W P 6,1 TH tq .)1— Jo0 30 2 0.0V� 0-03 0.001 B L'j i� 6-� Reason for Visit: Routine 0000 ■❑0D wJ� 3o A tdvh 5f,-f-.P -5fr-4 up O Z arc �o- Y 6 rncs sib J Pe, r3 30 rnr [41+s L d G77�yrcc• . P-a'71 Page: 4 N'is� Q , - • � � "�_ �r� = �' OPP 4m5x � 107 A CBi193A �,.�, `( .%\ .\ ��,t •�i (SX)CE (sq ren IY CYO \ 1 -"l~ Ylyl, �( �I• .{, _ �1' I9f) YNI� i `\\\\\ \•^'�. .� 1 (99 f3 2 �B\�'fl�.(r Y•--' / . �\ \ \ i _ - ' ; �: �� 1 tt �i (�5 S �. � Q 1 YN/, t :E� F119A \:�t� \ \�\ c�7� \ t ♦' � / Y` \ 1' 1 `[elf �'a I#)� �1• ?\•\ t t AXRW-_3•� i►\ ,�i�. can \ � `. \A • � Structure 557 "11 rY5 Y Cep y��' !3!-'y\ y,'4 i / •t k ; �p CE127 i_1� ®r6 {� Ssx) '' \r�i�i l l-/. -r:. RCB 1B ��/JjjA• _ U f9n � 4lan_ � \ [ ! ( EX. YH/,B CAI I ; JRW- 2A I ean4 1! ; MISi t ��ea11 A � ' n �. t 'RC@-2B WPI „cr_ - pus cei2z l t c9/ �IQO II .\ - 1 ~'1•x. ��� r„„-_ - e YNntt�-ih eeµ�-.• 14 � E) k7/117A ' - a i�(16 E1L W k 3A, ► SX AREA STORMDRAIN' REMAINING AREA ( STORMDRAIN`-Ex [ °1� , Car . CB#9cv CIS RW yk I 1 _ I CB�s ,� ■ CB/7 i i W arise—, W194' _J ei II III I, .0 ._ WI Jj�, CB W !r .` % G7 I // Vcl jiilll�� li-iCB#87 si �If lip '7006 a `�—.. a0 " s i l l I l IWI ICI I I I ' 177✓ .�'✓� @n ��/Q ��i W /15 IF �l Cep, CB/1 ' i1a Mic7 t Wn n�1 Cop mw 17 1 �,V y -1170 a I 3-Oi Pb - v1d) r.7 . i dr • Herbert, Laura C From: Herbert, Laura C Sent: Wednesday, June 18, 2014 3:06 PM To: Pickle, Ken; Kucken, Darlene; Menzel, Jeff; Randall, Mike Cc: Fox, Tim; Scott, Chris Subject: RE: Start-up Notification - Air Permit # 10248ROl Horsehead Rutherford County All, I talked to Spring Allen (Haz Waste) today and she indicated that her inspection with EPA of the subject facility went well. She indicated that the facility is at about 15 percent production and will probably be at about 50 percent by the end of the summer. They produced their first metal on May 22, 2014. During start-up they did have some pipe leakage/spills, but they have removed the soils in these area and are disposing of appropriately. She indicated that they reported that two Canadian Geese had landed in the process ponds (this was the reported complaint that we received earlier this year) and that they are flagging the ponds (wire and flags above the ponds) to prevent this situation in the future. Based on Spring's report, I recommend that we schedule an inspection (NPDES WW and NPDES SW?) in the fall when production has picked up (and it is cooler in Rutherford County). Let me know if this is agreeable to you all. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal,ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Herbert, Laura C Sent: Monday, June 16, 2014 11:44 AM To: Pickle, Ken Subject: RE: Start-up Notification - Air Permit # 10248ROl Horsehead Rutherford County Ken, Let me follow up with Spring and see how their inspection went. I'll get back to everyone on scheduling an inspection. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section ': J . NCDENR-Asheville Regional Office • • 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax.828-299-7043 http://Portal.ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Latin and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Pickle, Ken Sent: Monday, June 16, 2014 11:05 AM To: Herbert, Laura C; Kucken, Darlene; Wait, Jeff; Allen, Spring; Randall, Mike; Georgoulias, Bethany Cc: Bennett, Bradley Subject: RE: Start-up Notification - Air Permit # 10248R01 Horsehead Rutherford County Hi Laura, I'm also available the week of June 23, and would like to attend since I worked with Horsehead on the stormwater permit. Ken Pickle Environmental Engineer NCDENR I DEMLR I Stormwater Permitting Program 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken. oickle@ncdenr.gov Website: http://portal.ncdenr.org/web/Ir/stormwater ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Herbert, Laura C Sent: Wednesday, June 04, 2014 1:33 PM To: Kucken, Darlene; Wait, Jeff; Allen, Spring; Pickle, Ken; Randall, Mike; Georgoulias, Bethany Subject: RE: Start-up Notification - Air Permit # 10248R01 Horsehead Rutherford County I just talked to Spring and she indicated that EPA and she are doing an inspection next week. That's probably enough for the facility_ I thought that I would touch basis with Spring after their inspection and she at what stage of start- up/production they are. Based on what she tells me, we can go from there —so stay tuned. I too am available the week of June 23, so we can keep this in mind. Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.org/web/ir ,s . . • Notice: E-mail correspondence to and from this address may be subject to the Forth Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Kucken, Darlene Sent: Wednesday, June 04, 2014 9:51 AM To: Herbert, Laura C; Wait, Jeff; Allen, Spring; Pickle, Ken; Randall, Mike; Georgoulias, Bethany Subject: RE: Start-up Notification - Air Permit # 10248R01 I think for this facility a multi -divisional inspection would be a good use of everyone's time. I have open: June 19, 20, and any day the following week but not the 27. Darlene Kucken - Darlene. Kucken @ncdenr.9ov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Energy, Mineral, and Land Resources 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. `A. Go Green! Print this email only when necessary. Thank you for helping NCDENR be environmentally responsible. From: Herbert, Laura C Sent: Wednesday, June 04, 2014 8:17 AM To: Wait, Jeff; Allen, Spring; Kucken, Darlene; Pickle, Ken; Randall, Mike; Georgoulias, Bethany Subject: FW: Start-up Notification - Air Permit # 10248R0l would like to suggest a multi -divisional inspection in the near future when we can coordinate everyone's schedule? Or at least a DWR-DEMLR inspection. Let me know what you think about this? Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.org/web/I r Notice: E-mail correspondence to and from this address may he subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Harris James [mailto:jharris@horsehead.net] Sent: Tuesday, June 03, 2014 4:01 PM To: Muller, Paul; Scott, Chris • 0 Cc: Herbert, Laura C; Allen, Spring; Menzel, Jeff Subject: Start-up Notification - Air Permit # 10248R01 On March 28, 20141 notified you that Horsehead Metal Products, Inc. started up the two natural gas fired boilers, WOX silos, limestone silo, storage silo building, soda ash silo and the lime silo. Today, I've mailed a letter of notification to you that indicates that we have started up the following equipment: + Electrowinning cellhouse and cooling towers • 200 Area Solvent Extraction • 300 Area Bleed Treatment • 500 Area Melt -Cast + 800 Area Stand-by Generators The following equipment has not been started at this time and is still in the construction phase: • HCL Recovery Reactor • 100 Area Oxidic Fines + 600 Area PLINT The Air Permit contains reference to Area 900 — Physical Classification and Grinding. This area has been removed from our construction plan and will not be built at this location. Please remove it from the air permit. As we bring the other plant equipment on-line for production, we will notify you in writing. If you need additional information, please contact me at 828-748-5283. Thanks, Jim Harris I Environmental Manager Horsehead Metal Products Inc. 484 Hicks Grove Road Mooresboro, North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 harris horsehead.net t _. 0 Herbert, Laura C From: Fox, Tim Sent: Friday, May 02, 2014 8:06 AM To: Harris James Cc: Herbert, Laura C; Kucken, Darlene Subject: RE: Wildlife Complaint Jim, Thanks for the communication. The caller left a message on my machine indicating it was near the facility and not down by the river. They were very vague and indicated that they would call back with more detailed information when I was back in the office and they never did. If I hear any more I will be sure to pass the information on to everyone. Thanks, Tim Tim Fox - tim.fox@ncdenr.gov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Resources — Water Quality Programs 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: Email correspondence to and from this address may be subject to the NC Public Records Law and may be disclosed to third parties. From: Harris James [mailto:jharris@horsehead.net] Sent: Thursday, May 01, 2014 11:39 AM To: Herbert, Laura C Cc: Fox, Tim; Kucken, Darlene Subject: RE: Wildlife Complaint Are you sure the caller was referring to Basin 1? To be clear, Basin 1 is the pond (next to the river) that receives our stormwater prior to discharge at the river. I believe that the caller is referring to the ponds in the SX production area and not Basin 1. As I mentioned in the previous email, we have experienced wildlife getting into the retention tanks (ponds in the SX production area) but not Basin 1 stormwater pond. There are retention tanks in the SX production area that receives stormwater but this water is recycled back to the SX production process. We have experienced some spills within the plant, none of which are reportable. Our response team members are trained to contain the material quickly and the on -site vacuum truck will collect it for recycle in our process area. These spills have not reached the discharge to the river. • Let me know if you have any other questions. Thanks, Jim Harris I Environmental Manager Horsehead Meta! Products Inc. HORS E-KEA.D rvrTAi t-'rtQOU s'�:, INC. 484 Hicks Grove Road Mooresboro, North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 Iharris(a�horsehead. net From: Herbert, Laura C[maiIto: Iaura. herbertancdenr.gov] Sent: Wednesday, April 30, 2014 2:14 PM To: Harris James Cc: Fox, Tim; Kucken, Darlene Subject: RE: Wildlife Complaint • Have you all had any spills that would have gotten into this basin? We are following up on the complaint about the wildlife and the basin. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 http://portal.ncdenr.org/web/ir Notice: h-mail correspondence to and from this address may he subject to the North Carolina Public Records Law and therefore may he disclosed to third parties unless the content is exempt by statute or other regulation. From: Harris James [ma ilto:iharrisahorsehead.net] Sent: Wednesday, April 30, 2014 2:12 PM To: Herbert, Laura C Cc: Fox, Tim; Kucken, Darlene Subject: RE: Wildlife Complaint Laura, We haven't started sampling the SDO at Basin 1. We are in the process of finishing the construction phase of this project and starting up the production units. I envision the construction to continue through the 2"d quarter and part of the 3`' quarter of this year. Thanks, • Jim Harris I Environmental Manager Horsehead Meta! Products Inc. H.0 R.S E. H E: A D METAL PRO rKICT , I�-¢r. 484 Hicks Grove Road Mooresboro, North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 net From: From: Herbert, Laura C[maiIto: laura.herbert(&ncdenr.gov] Sent: Tuesday, April 29, 2014 1:49 PM To: Harris James Cc: Fox, Tim; Kucken, Darlene Subject: RE: Wildlife Complaint Jim, Have you all pulled any samples from the stormwater pond? Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel: 828-295-4500 Fax: 828-299-7043 http://Portal.ncdenr.org/web/I Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Harris ]ames [mailto:jharris@horsehead.net] Sent: Friday, April 25, 2014 5:43 PM To: Herbert, Laura C; Cranford, Chuck Cc: Fox, Tim; Staley Anthony; Ali Alavi; Kucken, Darlene Subject: RE: Wildlife Complaint Laura, We are getting close to starting the full process for making zinc at our facility but there are several parts of the plant that are still in the commissioning phase. 3 In regards to the ground level retention tanks in the SX production area, we use thettanks to hold the process solutions that are used to manufacture zinc. These solutions are made up of acids, metals, hydrocarbons and water. We don't expect these tanks to be empty but the levels will vary based on the needs of the process. If you have further questions, let me know. Thanks, Jim Harris I Environmental Manager Horsehead Metal Products Inc. H' . Ft'S'E: K E A D NIFTAf PRQQ.IC7 . INC. 484 Hicks Grove Road Mooresboro, North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 jharris(?horsehead.net From: Herbert, Laura C[mailto:laura.herbert@ncdenr.gov] Sent: Friday, April 25, 2014 9:50 AM To: Harris James; Cranford, Chuck Cc: Fox, Tim; Staley Anthony; Ali Alavi; Kucken, Darlene Subject: RE: Wildlife Complaint Jim, What material is stored in the ground level retention tanks at the SX production area? Are you all operating yet? Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 http://portal.ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Harris James [mailto:jharris@horsehead.net] Sent: Friday, April 25, 2014 9:44 AM To: Herbert, Laura C; Cranford, Chuck Cc: Fox, Tim; Staley Anthony; Ali Alavi Subject: Wildlife Complaint Laura, Chuck, 1 received a call from Tim Fox yesterday Od he stated that DENR received a complaint from a Horsehead employee regarding wildlife at the pond area within the Mooresboro facility. I informed Tim that we have not experienced any wildlife related issues at our Basin 1 stormwater pond but we did detect wildlife getting into the ground level retention tanks at the SX production area. Plans have been in place for quite some time to install fencing around the retention tank areas. The fencing is scheduled for installation after the road paving is completed and currently, we are at the paving stage. If you have any questions, please let me know. Thanks, Jim Harris I Environmental Manager Horsehead Metal Products Inc. IND 484 Hicks Grove Road Mooresboro, North Carolina 28114 C: 828-748-5283 1 P: 828-919-3139 jharris(a)_horsehead. net 0 0 Herbert, Laura C From: Harris James <jharris@horsehead.net> Sent: Friday, April 25, 2014 9:44 AM To: Herbert, Laura C; Cranford, Chuck Cc: Fox, Tim; Staley Anthony; Ali Alavi Subject: Wildlife Complaint Laura, Chuck, I received a call from Tim Fox yesterday and he stated that DENR received a complaint from a Horsehead employee regarding wildlife at the pond area within the Mooresboro facility. I informed Tim that we have not experienced any wildlife related issues at our Basin 1 stormwater pond but we did detect wildlife getting into the ground level retention tanks at the 5X production area. Plans have been in place for quite some time to install fencing around the retention tank areas. The fencing is scheduled for installation after the road paving is completed and currently, we are at the paving stage. If you have any questions, please let me know. Thanks, Jim Harris I Environmental Manager Horsehead Metal Products Inc. 6 40 W 111-i-RHME :i 484 Hicks Grove Road Mooresboro, North Carolina 28114 C: 828-748-5283 j P: 828-919-3139 9harris horsehead.net • Herbert, Laura C From: Harris James <jharris@horsehead.net> Sent: Tuesday, February 25, 2014 1:43 PM To: Herbert, Laura C Subject: Stormwater Contact Hello Laura, s I hope that you made it through the recent ice/snow without problems. The weather has been a significant factor affecting our schedule to start the new plant. We are looking at March 2014 now to begin our production process. I hope that we can make this target date. We have our contract for sample analysis and the sampling schedule for Stormwater developed and ready to go. Once we convert over from construction to industrial, we will start our sampling strategy. As we move forward, who is our contact for industrial stormwater within your group? Thanks, Jim Harris Environmental Manager Horsehead Metal Products, Inc. 484 Hicks Grove Road Mooresboro, NC 28114 C 828.748.5283 O 828.919.3139 F 828.245.4237 jharris(c�horsehead.net "You can't think your way into Right Actions, but you can act your way into Right Thinking". From: Herbert, Laura C [maiIto: laura.herbert@ncdenr.gov] Sent: Wednesday, October 16, 2013 12:05 PM To: Harris James Cc: Kucken, Darlene; Stepp, Jonathan Subject: RE: Basin 1 at Horsehead Facility Jim, I talked to both Kevin Barnett and William Elliot about the bank stabilization issue at Horsehead. They both indicated that they would be happy to visit the site and discuss with you options to address this issue. Unfortunately, William is furloughed.... Maybe when he is allowed back to work you all can set up a site visit. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-70410 http://portal.ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Herbert, Laura C Sent: Thursday, September 26, 2013 4:10 PM To: 'Harris James' Cc: Kucken, Darlene; Stepp, Jonathan Subject: RE: Basin 1 at Horsehead Facility Jim, As we discussed during our site visit, there were a few items for which we requested follow-up. One item, as discussed in the attached email, you have already addressed. We appreciate your quick response on this. The other items are as follows: Slopes and ditch line on access road to the basin —These need to be permanently stabilized per the plan as soon as possible. As we noted during the site visit, erosion is evident in these areas and continues to contribute to the sedimentation load to the basin. As we discussed, the basin's downstream slope of the berm/dam, which shows evidence of slumping, should be evaluated for structural stability by a licensed engineer with geotechnical expertise. In addition, the stability of the river bank which is downstream of this structure should also be evaluated and addressed as needed, again by a qualified engineer. The US ACE (William Elliot at 828/271-7980) and Division of Water Resources may can provide guidance on this and should be contacted regarding any permitting requirements. We also discussed the transition of the sediment basin from a temporary control to a permanent structure, Sediment basins for sediment and erosion control are temporary measures that have a design basin life of three or less years. Permanent basins are beyond the scope of the erosion and sedimentation control plan and review. If this basin is to be used as a permanent stormwater basin it should be designed as a permanent structure and pond by a qualified professional engineer experienced in the design of dams. In addition, the basin should be cleaned out and permanently stabilized before being used as a stormwater basin. Jim, we appreciate all the effort that Horsehead has made regarding sediment and erosion control and stormwater planning. We look forward to continuing to work with you all and appreciate your continued efforts to address these items that we discussed during the site visit. If you have any questions or would like to discuss, please let me know. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.org/webjlr Herbert, Laura C From: Herbert, Laura C Sent: Thursday, September 26, 2013 4:10 PM To: 'Harris James' Cc: Kucken, Darlene; Stepp, Jonathan Subject: RE: Basin 1 at Horsehead Facility Jim, As we discussed during our site visit, there were a few items for which we requested follow-up. One item, as discussed in the attached email, you have already addressed. We appreciate your quick response on this. The other items are as follows: Slopes and ditch line on access road to the basin —These need to be permanently stabilized per the plan as soon as possible. As we noted during the site visit, erosion is evident in these areas and continues to contribute to the sedimentation load to the basin. As we discussed, the basin's downstream slope of the berm/dam, which shows evidence of slumping, should be evaluated for structural stability by a licensed engineer with geotechnical expertise. In addition, the stability of the river bank which is downstream of this structure should also be evaluated and addressed as needed, again by a qualified engineer. The US ACE (William Elliot at 828/271-7980) and Division of Water Resources may can provide guidance on this and should be contacted regarding any permitting requirements. We also discussed the transition of the sediment basin from a temporary control to a permanent structure. Sediment basins for sediment and erosion control are temporary measures that have a design basin life of three or less years. Permanent basins are beyond the scope of the erosion and sedimentation control plan and review. If this basin is to be used as a permanent stormwater basin it should be designed as a permanent structure and pond by a qualified professional engineer experienced in the design of dams. In addition, the basin should be cleaned out and permanently stabilized before being used as a stormwater basin. Jim, we appreciate all the effort that Horsehead has made regarding sediment and erosion control and stormwater planning. We look forward to continuing to work with you all and appreciate your continued efforts to address these items that we discussed during the site visit. If you have any questions or would like to discuss, please let me know. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.org/web/­I Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. Herbert, Laura C 0 . From: Davidson, Landon Sent: Tuesday, May 19, 2015 4:39 PM To: Herbert, Laura C; Menzel, Jeff Subject: FW: Rutherford County - Hazmat/NRC fyi G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor - Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson@ncdenr.gov website: www.ncwaterguality.or� Need help with other DENR permits? http://portal.ncdenr,org/web/deao/permit-directory Notice: Per Executive Order No. 150 all emails sent to and from this account are subject to the North Carolina Public Records Low and may be disclosed to third parties. From: Burch, Brent Sent: Tuesday, May 19, 2015 4:39 PM To: Davidson, Landon Subject: RE: Rutherford County - Hazmat/NRC Thanks Landon. I spoke with Mike Williford. We will provide oversight on the clean up and have them submit another plan or amend the last one. Brent G. Burch Western Region Compliance Supervisor Hazardous Waste Section - Division of Waste Management NC Department of Environment & Natural Resources PO Box 1427 Andrews, NC 28901 828-321-9585 Brent.Burchpncdenr.gov NOTICE: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Davidson, Landon Sent: Tuesday, May 19, 2015 12:08 PM 1 To: Burch, Brent Subject: RE: Rutherford County - Hot/NRC Linda talked with Jim, I have calls into him as well. He states did not go to surface water so we will not be involved unless that changes. Still waiting NOV response from April's release. Please let me know if you all go to site as we are not planning on responding at this point unless sit. changes. BIMS # 201500716 Jim Harris called. The line broke again. They turned off pumps but—300-500 gallons was released. He has vac truck onsite, he built berms, he called NRC to report also. He stated they have it contained and none has reached creek, just soil. Jeff I left you a voice message to see how you wanted to proceed. Landon, are you ok with Jims actions? G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor- Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson@ncdenr.gov website: www.ncwaterguality.org Need help with other DENR permits? http://portal.ncdenr.org/web/deao/permit-directory Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Low and may be disclosed to third parties. From: Burch, Brent Sent: Tuesday, May 19, 2015 12:05 PM To: Davidson, Landon Subject: RE: Rutherford County - Hazmat/NRC Thanks. I'll let Robin know to expect another plan Brent G. Burch Western Area Compliance Supervisor Hazardous Waste Section - Division of Waste Management NC Department of Environment & Natural Resources PO Box 1427 Andrews, NC 28901 828-321-9S85 Brent.Burch@?ncdenr.gov NOTICE: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Davidson, Landon Ip Now Sent: 5/19/2015 11:45 AM To: Burch, Brent Subject: FW: Rutherford County - Hazmat/NRC Fyi G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor - Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson@ncdenr.pov website: www.ncwaterguality.org Need help with other DENR permits? http://portal.ncdenr.org/web/deao/permit-directory Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Caw and may be disclosed to third parties. From: Gore, Deborah Sent: Tuesday, May 19, 2015 11:42 AM To: Davidson, Landon; Menzel, Jeff Subject: FW: Rutherford County - Hazmat/NRC Similar situation at this facility on April 25, 2015. Deborah Gore PERCS Unit Supervisor NCDENR-Division of Water Resources Pretreatment Emergency,Response & Collection Systems Unit PERCS 1617 Mail Service Center Raleigh, NC 27699-1617 Phone: (919) 807-6383 Pax: (919) 807-6489 Deborah, GoreCcDncdenr.gov Subscribe to Collection System Updates E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: NCEOC [mailto:NCEOC@ncdps.gov] Sent: Tuesday, May 19, 2015 11:34 AM To: Cook, Mike (NCEM); Gore, Deborah Subject: Rutherford County - Hazmat/NRC This occurred this morning at 1100 at Horsehead Metals Products 484 Hicks Grove Rd in Mooresboro. NRC forwarded a report from a private metal products company of a release of 500 gallons of a depleted solution from a pipe that went out of the containment area due to equipment failure. No waterways were reported to be affected. Cleanup operations were conducted. No state resources were requested. Michael Rowell Emergency Management Officer NC Deportment of Public Safety Division of Emergency Management — 24-Hr Ops Center 4236 Mail Service Center Raleigh, NC 27699-4236 Phone: 919-733-3300 Fax: 919-733-7554 1636 Gold Star Dr. Raleigh, NC 27607-3371 michael.rowel IQncdps.gov www.ncdps.gov Readf(NC.Org Plan. Prepare. Stay informed. Download the Rea dyNC opp — it's free! www.reodync.org E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. 4- Herbert, Laura C From: Davidson, Landon Sent: Tuesday, May 19, 2015 2:12 PM To: Pickle, Ken; Kucken, Darlene Cc: Bennett, Bradley; Georgoulias, Bethany; Herbert, Laura C; Walker, Fred; Menzel, Jeff; Burch, Brent; Day, Collin; Allen, Spring Subject: RE: Horsehead release/Horsehead Stormwater Inspection NCS000562 Attachments: 05192015140046-D00051915.pdf; 05192015 NRC 1116915.pdf Attached is our NOV for the April 25`h release. Horsehead has finalized a remediation plan based on soil sampling etc. with regard to the release on the 25`h. Jeff Menzel (DWR WQROS) is planning on visiting the site this Friday. I understand from Horsehead that they have a remediation plan complete and soil results are available. DWM HW is overseeing the remediation aspect for the 25`h release and DWR is assisting. For today's release, DWR is not planning on issuing an NOV or enforcement unless information regarding the release changes. Based on the current site report, today's release is outside the jurisdiction of DWR and will likely reside with DWM for soil remediation etc. Attached is the spill report for today's release. Based on observed site conditions, reported spills, etc., I think we need a holistic regulatory approach for the facility. DWR WQROS is willing to participate in any inspections or meetings relating to the facility. We may need a conference call or other means of assessing which agencies need to participate and if we wish to include or need any federal agencies to be involved. Please let me know if we can help and in the interim, DWR will continue to share information as it becomes available. Landon G. Landon Davidson, P.G. NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor - Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson@ncdenr.gov website: www.ncwaterguality.org Need help with other DENR permits? http://portal.ncdenr.org/web/deao/permit-directory Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Tuesday, May 19, 2015 1:52 PM To: Kucken, Darlene; Davidson, Landon Cc: Bennett, Bradley; Georgoulias, Bethany; Herbert, Laura C; Walker, Fred Subject: RE: Horsehead release/ Horsehead Stormwater Inspection NCS000562 Hi Darlene, We can participate in a visit to this site. Just let us know when with some advance notice, please. Landon, can you send us a copy of ar00V letters or other enforcement documee Thanks, Ken From: Herbert, Laura C Sent: Tuesday, May 19, 2015 1:06 PM To: Walker, Fred; Kucken, Darlene; Georgoulias, Bethany; Pickle, Ken Cc: Bennett, Bradley Subject: FW: Horsehead release/Horsehead Stormwater Inspection NCS000562 All, As we have previously discussed, I would like to suggest that RCO and ARO plan an industrial stormwater permit inspection of this facility in the near future. Because of the complexity of this facility and the fact that they hold an individual stormwater permit (NC5000562) I think it would be beneficial to ARO to have RCO expertise available during the inspection. Also note that they have had a couple of recent releases from this facility. We did a construction/general industrial stormwater inspection on September 24, 2013 however, the facility at the time was at limited production. I, unfortunately, will not be available after the end of May (see note below), however will refer you to Darlene Kucken and Fred Walker for coordination of this inspection with RCO and the facility. Thanks, Laura Please note that I will be retiring at the end of May (2015). After the end of May, please contact either Mr. Fred Walker, PE (Burke, Clay, Graham, Haywood, Jackson, Macon, Polk, Rutherford, Swain, or Yancey County) or Ms. Melissa King, PE (Avery, Buncombe, Caldwell, Cherokee, Henderson, Madison, McDowell, Mitchell, or Transylvania), depending on the subject county. You can reach them by phone at (828)296-4500 or by email ( fred.walker@ncdenr.gov or melissa.kinR@ncdenr.gov } Thank you. Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://Portal.ncdenr.org/web/Ir Notice E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Davidson, Landon Sent: Tuesday, May 19, 2015 12:36 PM To: Herbert, Laura C Subject: Horsehead release See attached. No solution went to creek, 50-100 gallons left secondary containment. Same solution and same line as April 251h release. Thanks Landon PS —I've forwarded to Brent Burch as well. G. Landon Davidson, P.G. . • NCDENR - Division of Water Resources Water Quality Regional Operations Section Regional Supervisor - Asheville Regional Office 2090 U.S. Hwy, 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson@ncdenr.gov website: www.ncwaterpuality.or� Need help with other DENR permits? http://portal.ncdenrr.org/web/deao/permit-directory Notice: Per Executive Order No. 150, all emoils sent to and from this account are subject to the North Carolina Public Records Law and may be disclosed to third parties. ifCDENIi North Carolina Department of Environment and Natural Resources )t McCrory. Donald R. van der Vaart Governor Secretary May 812015 CERTIEIED MAIL. . RETURN RECEIPT REQUESTED 7014-0510 0000 4466 6099 Anthony K. Staley Horsehead Corporation 484 Hicks Grove Road Mooresboro, N.C. 28114 Subject: NOTICE OF VIOLATION/NOTICE OF INTENT TO ENFORCE NOV-2015-DV-6106 (Incident # 201500668) Horsehead Corporation Rutherford County, Dear Mr. Staley: `.JSaturday, April 25, 2015, depleted aqueous electrolyte solution was'released due to failure of an elevated process eline.at the site. Reportedly, the majority.of.the release was contained onsite during recovery efforts; however, an estimated 4000 gallons of this solution mixed.with storm water reached,a dirt road, approximately 100 feet to the north, and an adjacent earthen drainage ditch. Solution reaching the earthen ditch was conveyed offsite to an unnamed, intermittent stream leading'to the Broad River'Aased on ah initial review of chemical information associated with the depleted aqueous electrolyte solution, primary constituents of concern consist of metals, especially cadmium, lead, and zinc. Additionally, the aqueous solution -contained sulfuric acid with a pH range of i to 3 standard units. Instream pH was monitored by the Division of Water Resources in both the unnamed tributary and the Broad river upstream and downstream of'the spill. The unnamed tributary displayed low pH both upstream and downstream of the spill. The Broad River pH was within normal ranges both upstream and down of the confluence with the unamed tributary. Samples for the analyses of metals were not collected at the time of the spill response. Violations As a result of the above -referenced observations on April 25, 2015, the following violations are noted. .(1) illegal discharge Violation I. Discharge Without a Valid Permit G.S. 143-215.1(a) states that no person shall do any of the following things or carry out any of the following activities unless that person has received a permit from the Commission and has complied with all conditions set forth in the: permit: G:S. 143-215,1(a)(1) Make any outlets into the waters of the State. Water Quality Regional Operations — Asheville Regional Of'lce 2090 U.S. Highway 70, &vannanoa, North Carolina 28778 Phone: 828-296.4500 FAX: 828-299-7043 Internet httpllportal.ncdenr.orgAvetvwq An Equal Opportunity 1 Affirmative Actlan Employer Anthony K. Staley �. May g, 2015 Page 2 of 2 . Required Response This Office requests that you respond to this letter in writing within 30 days of recent of this Notice. Your response should be sent to this Office at the letterhead address. Your response should address the following items: I. Please submit a report assessing the cause, significance, and extent of the release. In this report, include when you ceased discharging to the waters of the State. The report should contain details of estimated solution released, conditions under which the solution was released and chemical composition of the solution. Please. include specific details as to why secondary containment and spill prevention measures 4 failed during the release. You are to include a narrative describing the operational condition of the ; containment structures (e.g., pond, grates, etc.) prior to and during the release. You are also'to submit a timeline of events that occurred on April 25, 2015 associated with the release. 2. Please submit a plan listing all actions you will take to prevent future releases including any enhancements . to secondary containment structures or changes in operation and maintenance of existing containment structures. Your comments should address but are not limited to the following issues: secondary containment issues within the plant, spill response plan, preventative. maintenance on your piping system and storm drains, etc. Remedial actions should betaken to correct this problem. The Division of Water Resources is considering pursuing enforcement action for this violation. The violations.are subject to civil penalties up to $25,000.00 per day for "each - violation as per G.S.143-215.6A. This office requires that the violations, as detailed above, be abated Immediately and properly resolved. Thank you l for your attention Ito this matter.;This Office is considering sending a'recommendation.for enforcement to the Director ) of the Division of Water Resources -regarding these issues_ and any future%continued violatlons that may be encountered. ' Your above -mentioned response to this oorrespondence' will be considered in this process. If you have any question. regarding this policy please contact your Asheville Regional- Staff, or Jeff Menzel at 828-296- 4500 or jeff.menzel@ncdenr.gov. Sincerely, G. Landon Davidson, P.G., Regional Supervisor Water Quality Regional Operations Asheville Regional Office cc: Jim Harris, Environmental Manager (via email) Brent Burch—14CDENR DWIVI HW5 (via email) WQ Asheville Files MSC 1617-Central Files -Basement WQ Enforcement Herbert, Laura C • • From: Herbert, Laura C Sent: Tuesday, May 19, 2015 1:06 PM To: Walker, Fred; Kucken, Darlene; Georgoulias, Bethany; Pickle, Ken Cc: Bennett, Bradley Subject: FW: Horsehead release/Horsehead Stormwater Inspection NCS000562 Attachments: 05192015 NRC 1116915.pdf All, As we have previously discussed, I would like to suggest that RCO and ARO plan an industrial stormwater permit inspection of this facility in the near future. Because of the complexity of this facility and the fact that they hold an individual stormwater permit (NCS000562) I think it would be beneficial to ARO to have RCO expertise available during the inspection. Also note that they have had a couple of recent releases from this facility. We did a construction/general industrial stormwater inspection on September 24, 2013 however, the facility at the time was at limited production. 1, unfortunately, will not be available after the end of May (see note below), however will refer you to Darlene Kucken and Fred Walker for coordination of this inspection with RCO and the facility. Thanks, Laura Please note that I will be retiring at the end of May (2015). After the end of May, please contact either Mr. Fred Walker, PE (Burke, Clay, Graham, Haywood, Jackson, Macon, Polk, Rutherford, Swain, or Yancey County) or Ms. Melissa King, PE (Avery, Buncombe, Caldwell, Cherokee, Henderson, Madison, McDowell, Mitchell, or Transylvania), depending on the subject county. You can reach there by phone at (828)296-4500 or by email ( fred.walker@ncdenr.Rov or melissa.king@ncdenr.gov ) Thank you. Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.org/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Davidson, Landon Sent: Tuesday, May 19, 2015 12:36 PM To: Herbert, Laura C Subject: Horsehead release See attached. No solution went to creek, 50-100 gallons left secondary containment. Same solution and same line as April 251h release. Thanks Landon P5 —I've forwarded to Brent Burch as well. G. Landon Davidson, P.G. NCDENR - Division of Water Resource • Water Quality Regional Operations Section Regional Supervisor - Asheville Regional Office 2090 U.S. Hwy. 70 Swannanoa, N.C. 28778 ph.: 828-296-4500 fax: 828-299-7043 email: landon.davidson ncdenr. ov website: www.ncwatercluality.org Need help with other DENR permits? http://portal.ncdenr.org/webldeao/permit-directory Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Caw and may be disclosed to third parties. 4 - ~ NATIONAL RESPONSE CENTER 1-800-424-8802 ***GOVERNMENT USE ONLY* "GOVERNMENT USE ONLY*** Information released to a third party shall comply with any applicable federal and/or state Freedom of Information and Privacy Laws Incident Report # 1116915 INCIDENT DESCRIPTION *Report taken by: E5 RUSSELL POST at 11:13 on 19-MAY-15 Incident Type: FIXED Incident Cause: EQUIPMENT FAILURE Affected Area: Incident occurred on 19-MAY-15 at 11:00 local incident time. Affected Medium: LAND /CONTAINMENT AND GROUND REPORTING PARTY Name: JIM HARRIS Organization: HORSEHEAD METALS PRODUCTS Address: 484 HICKS GROVE ROAD MOORESBORO, NC 28114 PRIMARY Phone: (828)7485283 Type of Organization: PRIVATE ENTERPRISE SUSPECTED RESPONSIBLE PARTY Name: JIM HARRIS Organization: HORSEHEAD METALS PRODUCTS Address: 484 HICKS GROVE ROAD MOORESBORO, NC 28114 PRIMARY Phone: (828)7485283 INCIDENT LOCATION 484 HICKS GROVE ROAD County: RUTHERFORD City: MOORESBORO State: NC Zip: 28114 RELEASED MATERIAL(S) CHRIS Code: NCC Official Material Name: NO CHRIS CODE Also Known As: DEPLETED SOLUTION Qty Released: 500 GALLON(S) DESCRIPTION OF INCIDENT CALLER STATED THAT PIPE RUPTURED THAT ALLOWED THE RELEASE OF A DEPLETED SOLUTION THAT OVERFLOWED OUT OF THE CONTAINMENT AREA. THE MATERIAL LEFT THE ORIGINATING SITE. SENSITIVE INFORMATION INCIDENT DETAILS Package: NO Building ID: Type of Fixed Object: MANUFACTURING FACILITY Power Generating Facility: NO Generating Capacity: Type of Fuel: NPDES: NPDES Compliance: UNKNOWN IMPACT Fire Involved: NO Fire Extinguished: UNKNOWN INJURIES: NO Hospitalized: Empl/Crew: Passenger: FATALITIES. NO Empl/Crew: Passenger: Occupant: EVACUATIONS:NO Who Evacuated: Radius/Area: Damages: NO Hours Direction of Closure Type Description of Closure Closed Closure N Air: N Major Road: Artery:N N Waterway: N Track: Environmental Impact: UNKNOWN Media Interest: UNKNOWN Community Impact due to Material: REMEDIALACTIONS A VACUUM TRUCK IS BEING USED TO COLLECT THE MATERIAL. Release Secured: YES Release Rate: Estimated Release Duration: WEATHER Weather: UNKNOWN, °F ADDITIONAL AGENCIES NOTIFIED Federal: State/Local: State/Local On Scene: State Agency Number: NOTIFICATIONS BY NRC CENTERS FOR DISEASE CONTROL (GRASP) 19-MAY-15 11:18 (770)4887100 DHS I&A STATE AND LOCAL PRGM OFFICE (RALEIGH, NC FUSION CENTER) 19-MAY-15 11:18 (202)5575179 DHS SOUTH CAROLINA FUSION CENTER (LE SENSITIVE ADVISORS & LIASON PROGRA 19-MAY-15 11.18 (866)4728477 DOT CRISIS MANAGEMENT CENTER (MAIN OFFICE) 19-MAY-15 11:18 (202)3661863 U.S. EPA IV (MAIN OFFICE) (404)6504955 U.S. EPA IV (NC/SC INCIDENTS) 19-MAY-15 11:18 (404)6504955 NC DEPT OF EMERGENCY MGMT (MAIN OFFICE) 19-MAY-15 11:18 (800)8580368 NC OCCUPATIONAL ENVMTL EPIDEMIOLOGY (COMMAND CENTER) 19-MAY-15 11:18 (919)7075950 NC PUBLIC HEALTH PREPARE AND RESPNS (PHPR COMMAND CENTER) 19-MAY-15 11:18 (919)7150919 NATIONAL INFRASTRUCTURE COORD CTR (MAIN OFFICE) 19-MAY-15 11:18 (202)2829201 NOAA RPTS FOR NC (MAIN OFFICE) 19-MAY-15 11:18 (206)5264911 NATIONAL RESPONSE CENTER HQ (AUTOMATIC REPORTS) 19-MAY-15 11:18 (202)2671136 PIPELINE & HAZMAT SAFETY ADMIN (OFFICE OF PIPELINE SAFETY (AUTO)) 19-MAY-15 11:18 (202)3660568 DOI FOR REGION 4 (MAIN OFFICE) 19-MAY-15 11:18 (404)3314524 SC EMERGENCY MANAGEMENT DIVISION (MAIN OFFICE) 19-MAY-15 11:18 (803)7378500 SEAHAWK IOC (INTER -AGENCY OPERATIONS CENTER) 19-MAY-15 11:18 (803)2060971 STATE OF NORTH CAROLINA DENR (MAIN OFFICE) 19-MAY-15 11:18 (919)8076300 SC DEPT OF ENV CNTL ATTN: ERS (MAIN OFFICE) 19-MAY-15 11:18 (803)2536488 USCG DISTRICT 5 (D5 DRAT) 19-MAY-15 11:18 (757)3986231 ADDITIONAL INFORMATION *** END INCIDENT REPORT #1116915 *** Report any problems by calling 1-800-424-8802 PLEASE VISIT OUR WEB 51TE AT http:/(www.nrc.uscg.mil E-mail correspondence sent to and from this address may be subject to the provisions of G.S. 132-1, the North Carolina Public Records Law, and may be subject to monitoring and disclosed to third parties, including law enforcement personnel, by an authorized state official. 1 l�� 7 , Incident Rep ort DWR Dlvlsion of Water Resources Report Number: 201500668 Incident Type : Spill (Oil, Chemical, non -sewage) On -Site Contact Category Incident First/Mid/Last Name Incident Started : 04/25/2015 Company Name Country : Rutherford Phone: City: Pager/Mobile Phone : 1 Farm A Responsible Party Owner Reported By Permit First/Mid/Last Name : Jim Harris Facility Company Name First Name Address : 484 Hicks Grove Rd Middle Name: Last Name City/State/Zip : Mooresbaro NC 28114 Address Phone Page/Mobile Phone: 1 828748528 City/State/Zip Phone: Material Category: Estimated Qty: UOM: Chemical Name Reportable Qty.lbs. Reportable Qty.kgs. DD:MM:SS Decimal Position Method Latitude : Position Accuracy: Longtitude : Position Datum : Location of Incident : The Site is approximately 196 acres in size and is located at 484 Hicks Grove Road in Mooresb4 Address : 484 Hicks Grove Rd City/State/Zip: Mooresboro NC 28114 Report Created 516115 4:31 pm Page : 1 r 0 Cause/Observation : Directions : At approximately 3:46 a.m. (EDT) on Saturday, April 25, 2015, depleted aqueous electrolyte solution was released due to failure of an elevated process pipeline at the Site. The majority of the release was contained onsite during recovery efforts; however, appro 4000 gallons moved offsite via a storm channel and contact surface waters. Action Taken Instream pH was monitored in both the Crib and the Broad river upstream and downstream of the spill. The tributary displayed very low pH both upstream and downstream of the spill. The Broad River pH was within normal ranges both upstream and down. Incident Questions : Did the Material reach the surface Water? Surface Water Name ? BROAD RIVER Yes Did the Spill result in a Fish Kill? Unknown If the Spill was from a storage tank indicate type : Containment? Unknown Cleanup Complete? Unknown Water Supply Wells within 1500ft : Unknown 484 Hicks Grove Road Comments Based on information provided by Horsehead facility personnel, the release occurred along a pipeline located above a paved access road positioned between two process areas near the northwestern border of the facility. The majority of the release was to pavement within and outside of an area equipped with secondary containment. As a result of pooling in the area outside of secondary containment, the depleted aqueous electrolyte solution may have reached a dirt road, approximately 100 feet to the north, and an adjacent earthen drainage ditch. Any solution reaching the earthen ditch may have been conveyed offsite to an unnamed, intermittent stream leading to the Broad River. As a result, potentially impacted media includes soil in the vicinity of the dirt road and along the earthen ditch and sediment and surface water associated with the unnamed, intermittent stream. Based on an initial review of chemical information associated with the depleted aqueous electrolyte solution, primary constituents of concern (COCs) consist of metals, especially cadmium, lead, and zinc. Additionally, the aqueous solution contained sulfuric acid with a pH range of 1 to 3 standard units. Conveyance: Ditch Estimated Number of fish? (Above Ground or Under Ground) Groundwater Impacted : Unknown Report Created 516115 4:31 pm Page: 2 Event type Event Date due Date Comment Report Entered 2015/05/06 4:15:44 Referred to Regional Office - Primary Contact 2015/04/25 11A0:00 Report Received 2015/04/25 11:00:00 Incident Start 2015/04/25 3:45:00 Standard Agencies Notified Agency Name Phone First Name M.I. Last Name Contact date Other Agencies Notified Agency Name Phone First Name M.I. Last Name Contact Date DWQ Information: Report Taken By: Report Entered By: Deborah Gore Jeff Menzel Phone: DatelTime: 2015/04/25 11:00:OOAM 2015/05/06 04:15:44PM Referred Via: Phone Did DWQ request an additional written report? If yes, What additional information is needed? Regional Contact: Kevin H Barnett 2015/04/25 11 10:00AM Phone Report Created 516115 4:31 pm Page ; 3 Herbert, Laura C S From: Georgoulias, Bethany Sent: Thursday, May 07, 2015 9:43 AM To: Herbert, Laura C�J� Cc: Pickle, Ken Subject: RE: Investigation Work Plan Hi Laura, Yes, to answer your question down there. It also sounds like the appropriate procedure was followed in this case. Let me know if you have any other questions since Ken is away until next week. Bg Bethany Georgoulias, Environmental Engineer NCDENR / Division of Energy, Mineral, and Land Resources Stormwater Permitting Program 1612 Mail Service Center, Raleigh, NC 27699-1612 512 N. Salisbury Street, Raleigh, NC 27604 919 / 807-6372 (phone); 919 / 807-6494 (fax) Website: hrtp://portal.nedenr.orOweb/lr/stormwater E-mail correspondence io and from this address mm be subject to the :North Carolina Public Records loin and may be disclosed to third parties. From: Menzel, Jeff Sent: Wednesday, May 06, 2015 3:44 PM To: Herbert, Laura C; Burch, Brent Cc: Davidson, Landon; Kenneth Teague; Georgoulias, Bethany; Pickle, Ken; Kucken, Darlene; Walker, Fred Subject: RE: Investigation Work Plan Laura, Yes they reported the spill within 24 hours. Depleted Sulfuric Acid spill — 04/25/2015 Deborah Gore from Central Office called at 11:10AM to notify ARO Emg Staff that Horsehead had had a spill of depleted sulfuric acid inside the plant. Depleted electrolyte solution is stored in west pond until routed back into bleed treatment to extract metals. The spill occurred when an elevated pipe broke sending this material into a secondary containment area during a rain event . Depleted solution mixing with rain overtook the secondary containment because the storm water drains leading to west pond had been blocked. According to the facility the amount released outside of containment was approx. 4000 gallons which flowed offsite via a storm channel to a trib to the Broad River. Instream pH was monitored in both the trib and the Broad river upstream and downstream of the spill. The tributary displayed very low pH both upstream and downstream of the spill. The Broad River pH was within normal ranges both upstream and down. Jim Harris has been in contact with Haz Waste and according to Jim they have approved Horse Head's investigation work plan. Please let me know if I can provide any additional info. Jeff Jeff Menzel - ieff.menzel@ncdenr.gov North Carolina Dept. of Environment and Natural Resources DWR Division of Water Resources NCDENR Asheville Water Quality Regional Operations Section 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Herbert, Laura C Sent: Wednesday, May 06, 2015 11:25 AM To: Menzel, Jeff Cc: Davidson, Landon; Kenneth Teague; Georgoulias, Bethany; Pickle, Ken; Kucken, Darlene; Walker, Fred Subject: RE: Investigation Work Plan Jeff, Did they report this spill to DWR within 24 hours? They are required under their stormwater permit to report all significant spills as defined in Part IV (release of oil or hazardous substances in excess of reportable quantities under section 311 of the CWA or section 102 of CERCLA)? Did they provide the details on what this solution of "depleted aqueous electrolyte solution" is and what amount was released? Given that it consists of cadmium, lead, and zinc, I would think that they needed to have reported this within 24 hours. We need to know this information in order to evaluate the spill? Also, Haz Waste (Brent Burch) should also be copied on this in case this involves them? If you would like to discuss let me know. (Bethany and Ken, the language in the permit requires notification to DWQ. Will this suffice if they contacted the spill hotline or the ARO DWR office?). Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://portal.ncdenr.orp/web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Latin and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Menzel, Jeff Sent: Tuesday, May 05, 2015 8:17 AM T;o: Herbert, Laura C Subject: FW: Investigation Work Plan La ura, Please see the attachment regarding soil remediation out at the Horse Head facility and provide comment or suggestions. Thanks, Jeff From: Basilone Tim(ma ilto:tbasiloneCa)horsehead.net] Sent: Monday, May 04, 2015 5:08 PM To: Menzel, Jeff Cc: Harris James; Ali Alavi Subject: Investigation Work Plan Jeff, This will confirm several discussions with you and Horsehead personnel following the incident involving the pipe rupture during the early morning on Saturday, April 25. Please find enclosed a proposed Work Plan prepared by EnSafe on behalf of Horsehead to assess potential impact resulting from the incident. We are prepared to authorize EnSafe to proceed with the implementation of the Work Plan as early as Wednesday morning. Please let me know if you have any comments or suggestions prior to our proceeding. Thank you, Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412.788.4526 C 412287.9871 TBasilone(cDHorsehead.net 3 Herbert, Laura C • • From: Herbert, Laura C Sent: Wednesday, May 06, 2015 11:25 AM To: Menzel, Jeff Cc: Davidson, Landon; 'Kenneth Teague'; Georgoulias, Bethany; Pickle, Ken; Kucken, Darlene; Walker, Fred Subject: RE: Investigation Work Plan Attachments: FW: Investigation Work Plan Jeff, Did they report this spill to DWR within 24 hours? They are required under their stormwater permit to report all significant spills as defined in Part IV (release of oil or hazardous substances in excess of reportable quantities under section 311 of the CWA or section 102 of CERCLA)? Did they provide the details on what this solution of "depleted aqueous electrolyte solution" is and what amount was released? Given that it consists of cadmium, lead, and zinc, I would think that they needed to have reported this within 24 hours. We need to know this information in order to evaluate the spill? Also, Haz Waste (Brent Burch) should also be copied on this in case this involves them? If you would like to discuss let me know. (Bethany and Ken, the language in the permit requires notification to DWQ. Will this suffice if they contacted the spill hotline or the ARO DWR office?). Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://Portal.ncdenr.org/web/Ir Notice: ) -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Menzel, Jeff Sent: Tuesday, May 05, 2015 8:17 AM To: Herbert, Laura C Subject: FW: Investigation Work Plan Laura, Please see the attachment regarding soil remediation out at the Horse Head facility and provide comment or suggestions. Thanks, Jeff From: Basilone Tim[rnailto:tbasilone(&horsehead.net] Sent: Monday, May 04, 2015 5:08 PM To: Menzel, Jeff Cc: Harris James; Ali Alavi Subject: Investigation Work Plan Jeff, This will confirm several discussions with you and Horsehead personnel following the incident involving the pipe rupture during the early morning on Saturday, April 25. Please find enclosed a proposed Work Plan prepared by EnSafe on behalf of Horsehead to assess potential impact resulting from the incident. We are prepared to authorize EnSafe to proceed with the implementation of the Work Plan as early as Wednesday morning. Please let me know if you have any comments or suggestions prior to our proceeding. Thank you, Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412.788.4526 C 412.287.9871 TBasilone(cr7.Horsehead.net EusnFE a global professional services company creative thinking. custom solutions.® 5724 Summer Trees Drive j Memphis, Tennessee 381341 Telephone 901-372-7962 1 Facsimile 901-372-2454 1 www.ensafe.com May 4, 2015 Mr. Timothy R. Basilone Vice President, Environmental Affairs Horsehead Corporation 4955 Steubenville Pike, Suite 405 Pittsburgh, Pennsylvania 15205 Re: Limited Investigation Work Plan Horsehead Metal Products — Mooresboro Facility 484 Hicks Grove Road Mooresboro, North Carolina 28114 Dear Mr. Basilone: EnSafe Inc. is pleased to provide Horsehead Corporation (Horsehead) with this limited investigation work plan for proposed sampling and analysis at the Horsehead facility in Mooresboro (Site), Rutherford County, North Carolina. The work plan, as outlined herein, is based on observations and information obtained during EnSafe's April 27, 2015, site visit, and subsequent correspondence between Horsehead and EnSafe. BACKGROUND The Site is approximately 196 acres in size and is located at 484 Hicks Grove Road in Mooresboro, North Carolina. A site location map has been included as Figure 1. Primary operations at the Site consist of zinc processing via solvent extraction and electrowinning. It is our understanding that at approximately 3:46 a.m. (EDT) on Saturday, April 25, 2015, depleted aqueous electrolyte solution was released due to failure of an elevated process pipeline at the Site. The majority of the release was contained onsite during recovery efforts; however, an initial investigation is necessary to evaluate potential impacts to onsite and offsite environmental media. CONCEPTUAL SITE MODEL Based on information provided by Horsehead facility personnel, the release occurred along a pipeline located above a paved access road positioned between two process areas near the northwestern border of the facility. The majority of the release was to pavement within and outside of an area equipped with secondary containment. As a result of pooling in the area outside of secondary containment, the depleted aqueous electrolyte solution may have reached a dirt road, approximately 100 feet to the north, and an adjacent earthen drainage ditch. Any solution reaching the earthen ditch may have been conveyed offsite to an unnamed, intermittent stream leading to the Broad River. As a result, potentially impacted media includes engineering I environment I health & safety I technology • Limited In vestigation Work Plan Horsehead Metal Products — Mooresboro Facility, Mooresboro, North Carolina May 4, 2015 Pace 2 soil in the vicinity of the dirt road and along the earthen ditch and sediment and surface water associated with the unnamed, intermittent stream. Based on an initial review of chemical information associated with the depleted aqueous electrolyte solution, primary constituents of concern (COCs) consist of metals, especially cadmium, lead, and zinc. Additionally, the aqueous solution contained sulfuric acid with a pH range of 1 to 3 standard units. DATA QUALITY OBJECTIVES Activities, as described herein, will be performed in order to confirm COCs and evaluate the presence/absence of resulting contamination to environmental media. In the event that environmental media is determined to be impacted, the proposed sampling and analysis plan will also provide information with regards to the extent of impacted soil, sediment, and surface water in the downgradient direction. FIELD SAMPLING AND ANALYSIS Field activities and data validation will be performed in general conformance with United States Environmental Protection Agency Region 4, Science and Ecosystem Support Division Field Branches Quality System, and Technical Procedures available at http://www.epa.gov/region4/sesd/fbqstp/index.html. Additionally, field sampling will be performed in accordance with a site -specific Health and Safety Plan to ensure that onsite EnSafe employees are properly trained in accordance with Occupational Safety and Health Administration 29 CFR 1910.120. The Health and Safety Plan will include operating procedures to address site specific hazards and will make recommendations on appropriate personal protective equipment and associated action levels. Characterization of Depleted Electrolyte Solution To confirm COCs associated with the release, EnSafe will collect one sample consistent with the released aqueous solution. This sample will be collected from the nearest discharge port on the main process line associated with the release. The sample will be submitted for laboratory analysis of Total Analyte List (TAL) Metals and pH. Analytical results, to be requested under a 48-hour turnaround time, will be used to develop the analyte list for subsequent field sampling activities as described below. Background Soil Characterization To provide information on native levels of naturally occurring elements in soil, EnSafe will collect four background soil samples for analysis of TAL Metals and pH. These background soil samples will be collected from areas unaffected by facility operations. A site map depicting proposed sample locations has been included as Figure 2. Soil Sampling EnSafe will collect up to 40 soil samples to evaluate conditions in the vicinity of the dirt road and earthen ditch. Soil samples will be collected from two depth intervals at each location: 0 - 6 inches below ground surface (bgs) and 6 - 12 inches bgs. The surficial samples will be analyzed for primary COCs and pH, as identified via analytical results associated with the released material characterization sample above. The 6 - 12 inch samples will be held by the lab, pending results of the surficial samples. If deemed necessary, laboratory analysis of MSAFF Limited investigation Work Plan Horsehead Metal Products — Mooresborc Facility; Mooresboro, North Carolina May 4, 2015 Pace 3 the 6 — 12 inch samples will be requested to provide limited information on the vertical extent of impacts. Surface Water/Sediment Sampling EnSafe will collect up to four surface water samples and three sediment samples to evaluate potential downgradient impacts along the unnamed stream. Surface water samples will be collected from upstream, midstream, and downstream locations along the unnamed stream and at the unnamed stream's confluence with the Broad River, approximately 2,000 feet to the north of the Site. Concurrent with sample collection, the following field parameters will be collected at each surface water sampling location: pH, dissolved oxygen, oxidation reduction potential, temperature, conductivity, and turbidity. Additionally, EnSafe will collect three composite sediment samples, to be co -located with surface water sampling locations along the unnamed stream. Each composite sediment sample will consist of three discrete samples collected along a perpendicular transect to the unnamed stream. To account for spatial variability, the three discrete samples will be composited into a single sample for each of the three transects via decontaminated, stainless steel spoons and bowls. Results associated with upstream surface water and sediment sampling locations will facilitate comparison to background conditions. In addition, two soil samples will be collected at each transect, one from each side of the adjacent bank. These soil samples, to be collected from a depth of 0 — 6 inches bgs along the banks, will provide additional background information to be considered in the evaluation process. All samples will be analyzed for primary COCs and pH, as identified via analytical results associated with the initial characterization sample. Quality Assurance/Quality Control Analytical samples will be submitted to a North Carolina certified laboratory. All analytical results will be requested under a rush, 48-hour turnaround time. For quality assurance/quality control purposes, one equipment blank will be collected for each media sampled. Additionally, duplicate samples will be collected at a frequency of one per every 10 primary samples. Global Positioning System To the extent feasible, sample locations will be recorded via a handheld global positioning system tracking device. Such coordinates will be used to produce site maps and summary figures. Investigation Derived Waste Investigation derived waste will be limited to minimal decontamination fluids generated during field activities. Decontamination fluids will be containerized in a 55-gallon steel drum, and will be temporarily staged at an agreed upon location onsite. One characterization sample will be collected from the 55-gallon drum and submitted for laboratory analysis of TAL Metals. This technical approach includes estimated costs for the transportation of one 55-gallon drum of nonhazardous waste to an appropriately certified disposal facility. DATA EVALUATION Following data validation efforts, EnSafe will prepare summary tables and figures and will present findings and recommendations to Horsehead. Analytical data will be screened against ENSAFF • Limited Investigatlon Work Plan Horsehead Metal Products — Mooresboro Facility; Mooresbo% North Carolina May 4,1015 Paoe 4 human health and ecological screening levels per North Carolina Division of Environment and Natural Resources guidance. We anticipate that findings can be presented within 10 days of data validation efforts. EnSafe sincerely appreciates the opportunity to work with Horsehead on this project. We are confident that our knowledge, skills, and experience will ensure the successful completion of this important project in a timely manner. Sincerely, EnSafe Inc. 0� By: Phil Coop Senior Project Manager Attachments: Figure 1 —Site Location Map Figure 2 — Proposed Sample Location Map ENSAFE • Lc gang Airport Abs Silipnur Sp�rfing �K f 1 G40a �J900 S RUTHERFORI?'CO n � (—\ ,North Carolina �GI1ER6KEE CU 151'AMDFORD•gp_SOIItL CaroU----= o 700 N. r- Figure 1 Site Location ap ` Limited Investigation Horsehead Corporation - Mooresboro Facility g00 [� [ �t Mooresboro, North Carolina � Site Location Subject Property Boundary C7 �,0�0 2,t?Qo REQUESTED BY, A. FreezeFW Feet DRAWN aY; M. Senne ❑ State Boundary us camo mai Surve cnsan gran ie, �artn ca.ui,na 9 Y e2 g [map] DATE : 51112015 PnOtoronsea 2014 1:24,000 7,5 Mmute Senes. . rnvw�cHs, Eccaw PROD ECT NO: 0888817148 S.L9'l'J11 L1313'�Gr �� ,� •' � F I •� �' ,w ��r`LJ�L .�//���� ! f�. / � {�1W�: �`�fa'�/, �`IIIi ;sS'' %��•vp�E�i_,�s��'-`1 � � � � � •.'� ,'; ram---= � ti- " , . 3 l', ly t ice(/, �' \\\� `�t S •. I�—'/�\ `Tam ell mum MOM • • 6 ; ' t -1 : `' �• `, ` :1� :� i 1'%' \ uM1ll �F.} �, Y� 7 ���.rs {• � ,., 1 � i �- , " � '- �� � � } �' �P {!� � ll-1. f i rT: �,R, .•`-y �'�,.ta .%l i... �. .A � t 'I�r� 1j i,' 1. ` - \ \ \ �W.. T \ LHW rg� °yTi, ���+r�"�' � 3 � p• � , � Y � r ! �.. S a•+ t �,t S®��� ~-�, ~` .\��\o` - 1 • � : f l7rt.li.b: " y,._ - ..�� t.yr �i '4 -_ .� ; `• k_r ir: '� ��i "'ry 'r A"- � 11' 1!1 �', z'3 :.µY�.ti�yj�r��;l.� � �,!-N'•�,r _, _�+�.� �," �'. a '$h#J�!s;�. S-, .�, '��`��`�- .ijk'1y s' � _��' �. Tr �q ar s 4�a NI W ! fiF �y. r- ���� �, -���. �.' \�, �'•-•L�'�'4'• �ti�l�i o' •�"o• _ `~ �� - J-t ',.� b "�'' �;�, �•� �_Cw1Yt�\?+`xww �1�', ,n.,� - '5.� f' �� �` ���� ,�� } l� I. � '� ,� ra J • ti- ;6�, �.l i:� ��r•.:.1 �ir '. .i"'�Ir y r ''• v� l yr �\�}'7`1ry` .;.� ^` I1: .I l 111 �IuYy �- �,� �. 930 �'� Figure Proposed Sample LoGation Map ��� . �� •�` 1 1 . i • :3'1 1 1 I �'`f I:� ~�}, tit}� �!y1:7ULlln1`J `Ual'^�l'w�ll.L'J� %= '-„\\..� -:51�• Iri'l�i-)r Limited Investigation Mooresboro, North Carolina lam' 4�'• • Herbert, Laura C From: Davidson, Alison Sent: Friday, August 29, 2014 8:31 AM To: Herbert, Laura C; Menzel, Jeff; Burch, Brent; Ballard, Patrick; Scott, Chris Subject: FW: Permit Transfers Attachments: Horsehead Permit Transfers.pdf Good morning all, I have been assisting Horsehead with transferring their permits to another entity name and have provided them with the attached information. Their attorney's office is asking what are they looking at in regard to a projected timeline for the name/ownership application processing? This transition may occur on or about September 30. Please let me know the projected timeframe for the processing in your division. Thanks, -Alison Akson ❑&viCition - alison.davidson@nCdenr.gov Environmental Assistance Coordinator NCDENR, Division of Environmental Assistance & Customer Service (DEACS) 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4698 Fax: 828-299-7043 ncenvironmenta lassistance.org Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. From: Davidson, Alison Sent: Tuesday, August 26, 2014 4:49 PM To: 'AWooten@nexsenpruet.com' Subject: Permit Transfers Hello Ashley, As requested, I have put together the permit transfer information for the Horsehead facility in Rutherford County. Also, the facility has an individual NPDES stormwater permit that wasn't listed below and I have added this information at the bottom of the attachment. Please let me know if you have any questions or if I may assist further. I can be reached directly at 828.296.4698. Best Always, -Alison From: Wooten, Ashley T. [mailto:AWooten@nexsenpruet.com] Sent: Tuesday, August 26, 2014 9:36 AM To: Ballard, Patrick Subject: Permit Transfers Mr. Ballard: I was given your name by Cathy Teulings, in your Raleigh office. I need to have the permits listed below transferred to another entity name. Can you help me and direct me to the applications needed, please? • Hazardous Waste Generator EPA ID and Fee to NC DENR: Horsehead Metal Products, Inc. • Air Permit No. 102481301: Horsehead Metal Products, Inc. • Process Effluent Discharge NPDES Permit NC0089109: Horsehead Metal Products, Inc. • Certificate of Coverage Boiler -Cooling tower Blowdown NCG500667: Horsehead Metal Products, Inc. • Construction Stormwater Discharge Permit NCG 010000: Horsehead Corporation • Sanitary Discharge Permit WQ0035840: Horsehead Corporation Thanks in advance. Best regards, Ashley T. Wooten, NCCP North Carolina Certified Paralegal Nexsen Pruet, PLLC 4141 Parklake Avenue, Suite 200 Raleigh, NC 27612 T: 919.653.7837, F: 919,653,0435 AWooten@nexsenpruet.com www.nexsenpruet.com *** CONFIDENTIAL COMMUNICATION *** The information contained in this message may contain legally privileged and confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or duplication of this transmission is strictly prohibited. If you have received this communication in error, please notify us by telephone or email immediately and return the original message to us or destroy all printed and electronic copies. Nothing in this transmission is intended to be an electronic signature nor to constitute an agreement of any kind under applicable law unless otherwise expressly indicated. Intentional interception or dissemination of electronic mail not belonging to you may violate federal or state law. *** IRS CIRCULAR 230 NOTICE *** Any federal tax advice contained in this communication (or in any attachment) is not intended or written to be used, and cannot be used, for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting, marketing or recommending any transaction or matter addressed in this communication. Akl an jD w1,A_,o.n - alison.davidson a ncdenr.gov Environmental Assistance Coordinator NCDENR, Division of Environmental Assistance & Customer Service (DEACS) 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4698 Fax: 828-299-7043 ncenvironmentalassistance.org • Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. 0 Hazardous Waste Generator EPA ID (Handler ID: NCROOO1 59038): Horsehead Metal Products, Inc. No fee. A subsequent notification is required for facility owner/operator changes for a Large Quantity Generator. Please use the following form: EPA Form 8700-12: RCRA Subtitle C Site Identification Form December 2011. If you have questions about completing this form, contact Brent Burch at 828.321.9585. Upon completion, mail to the following: Hazardous Waste Section Attn: Ray Strawbridge 1646 Mail Service Center Raleigh, North Carolina 27699-1646 • Air Permit No. 10248R01: Horsehead Metal Products, Inc. Asheville Regional Office, Air Quality Staff will be processing this request — Patrick Ballard: 828.296.4545 and Chris Scott: 828.296.4542. • Process Effluent Discharge NPDES Permit NCO089109: Horsehead Metal Products, Inc. No fee. Please use the following form: Name — Ownership Change Form. If you have questions about completing this form, contact Jeff Menzel at 828.296.4658. Upon completion, mail to the following: Division of Water Resources Water Quality Permitting Section 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Certificate of Coverage Boiler -Cooling tower Blowdown NCG500667: Horsehead Metal Products, Inc. No fee. Please use the following form: Name — Ownership Change Form. If you have questions about completing this form, contact Jeff Menzel at 828.296.4658. Upon completion, mail to the following: Division of Water Resources Water Quality Permitting Section 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Construction Stormwater Discharge Permit NCG 010000: Horsehead Corporation No fee. Please use the following form: Financial Responsibility Ownership Form. If you have questions about completing this form, contact Laura Herbert at 828.296.4610. Upon completion, mail to the following: Division of Energy, Mineral and Land Resources Attn: Laura Herbert 2090 US Highway 70 Swannanoa, North Carolina 28778 Sanitary Discharge Permit WQ0035840: Horsehead Corporation Permit expired upon tie -on to the regional Publicly Owned Treatment Works (POTW). NPDES Stormwater Permit NCS000562 (Individual Pe", it): Horsehead Holding Corporation No Fee. Please use the following form: Permit Name/Ownership Change Form. If you have questions about completing this form, contact Laura Herbert at 828.296.4610. Upon completion, mail to the following: Division of Energy, Mineral and Land Resources Stormwater Permitting Program 1612 Mail Service Center Raleigh, North Carolina 27699-1612 a ft Herbert, Laura C From: Pickle, Ken Sent: Tuesday, September 02, 2014 11:31 AM To: Davidson, Alison Cc: Herbert, Laura C; Bennett, Bradley; Georgoulias, Bethany Subject: RE: Permit Transfers - Horsehead Alison, Two stormwater permits concern us at this site, and it looks like you have provided sufficient information in both cases for the permittee to initiate that change with us. I don't see any further actions required until we receive the paper applications. For the construction general permit, NCG01: As far as ! know, your directions are sufficient. NCG01 is written to reference 'the permittee', not Horsehead; also, the permit is written so that it is tied to the approved Sediment and Erosion Control Pion. So, the corrected permittee name is procedurally accomplished via the Sediment Program documents that you already reference, as far as 1 know. When construction is completed and the site is stabilized and DEMLR's Sediment and Erosion Control plan is no longer applicable, we consider that the coverage under DEMLR's NCGO1 also lapses concurrently. For the industrial discharge permit, NCS0090562: Your directions are sufficient, if the permittee reads the form. Most do. Some don't. For those that don't read the form closely, the tricky bits include: o If these proposed permit coverage changes are the result of a simple name change without an ownership change, only one signature is required, and there is no requirement to provide substantiating documentation of the name change. For example, if Arthur B. Charles Company wants to change their name to ABC Company with no change in ownership, we view that as a simple name change. o On the other hand, if ABC Company sells out to a different entity, Toxic Metals Galactic, LLC, then we expect two signatures (one from each party to the transaction), and we want the supporting documents required by the form. Please note that the supporting documents requirement is not met by providing articles of incorporation from the Secretary of State, but rather by the specific documents that are the vehicle for the direct transaction. o Please note that we will not implement an ownership change in advance of the transaction between the parties. The transaction must be already accomplished before we will consider transferring permit coverage. This might be imagined to establish a short awkward period where the old party is still on the permit, but the new party owns the site. We have never had any difficulties because of this awkward sequence. Please contact me if any follow-up questions arise. Ken From: Davidson, Alison Sent: Friday, August 29, 2014 9:42 AM To: Pickle, Ken; Georgoulias, Bethany Cc: Herbert, Laura C Subject: RE: Permit Transfers - Horsehead Ken/Bethany, Thus far, I have provided the attached info. to Horsehead. ft so Your guidance is greatly appreciated. Thanks, -Alison Alison Davidson - alison.davidson@ncdenr.eav Environmental Assistance Coordinator NCDENR, Division of Environmental Assistance & Customer Service (DEACS) 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4698 Fax: 828-299-7043 ncenvironmentalassistance.orR Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. From: Herbert, Laura C Sent: Friday, August 29, 2014 9:38 AM To: Pickle, Ken; Georgouiias, Bethany Cc: Davidson, Alison Subject: FW: Permit Transfers - Horsehead Ken/Bethany, See below question about ownership change processing for NPDES stormwater permits? Horsehead is an individual permit. Would you let Alison know (she is copied on this email), because I am out of the office the rest of the day. Thanks, Laura Laura Herbert, P.E. Regional Engineer Division of Energy, Mineral, and Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 http://Portal.ncdenr.or./web/Ir Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Davidson, Alison Sent: Friday, August 29, 2014 9:35 AM To: Herbert, Laura C Subject: RE: Permit Transfers Would this apply to the construction stormwater permit as well as the individual NPDES stormwater permit? And I apologize, but I'm a little confused would the name/ownership change be handled as a "revision"? Thanks, s o • Waelz off- loading area- Rail cars are off-loaded under roof and pneumatically transferred into six silos. Pneumatically transported to the 100 area. 100 area — Waelz Oxide Leaching feeds the SX- Solvent Extraction area with PLS- pregnant leach solution which has high levels of Zinc, Lead and Cadmium 200 area —Solvent Extraction takes PLS and through Organic chemistry concentrates Zinc to the Electrolyte solution. PLINT solution —high in Lead will eventually be processed in the PLINT area. Currently it is 300 area — bleed off of .5% of organic raffinate to waste treatment 400 area- Loaded Electrolyte solution goes to the cell house where it is plated onto Aluminum sheets 500 area — 99.99 % pure Zinc plates are moved to the furnace for casting into 25 lb ingots or 2000 lb jumbos and warehoused for shipping. An additional furnace is being installed for production of three (3) grades of Zinc products —Special High Grade 99.9% Zinc Prime Western as up to 15 Lead content -- Continuous Galvanizing Grade ma have up to 1.5%Aluminum content 0 0 RCRA INSPECTION REPORT x= VIOLATION NOTED NA= NOT APPLICABLE Facility Name: Horsehead Metal Products, Inc. Location/ Mailing Address: 484 Hicks Grove Road, Mooresboro, NC 28114 EPA ID#: NCR 000 159 038 Phone Number: 828-919-3139 (c- 748-5283) Contact/ Title: Jim Harris Inspection Date: August 13, 2014 jharrisCaD_horsehead.net Last Inspection: June 10, 2014 CMP Status: Large Quantity Generator Type of Inspection: CMP Inspector(s): Spring Alien, Brent Burch NCDENR Paula Whiting — US EPA Present at Inspection: Jim Harris, Scott Hoenecke, Diego_ Rojas Report: On August 13, 2014, Spring Allen, Brent Burch and Paula Whiting conducted a site visit at Horsehead Metal Products to investigate a complaint received through the NC Department of Labor concerning releases within process containment areas that remain in containment instead of being properly cleaned up. The facility identified the ponds as process ponds, and storm water ponds. They have responded to of the issue of migratory birds landing on the ponds and being killed by the installation of a fla system above the ponds investiq ated on June 10 2014. Type of Business: Horsehead Metal Products Inc. operates a Zinc recoveprocess. The are in the start-up process of the state-of-the-art facility. Currently the facility is at 11 % of operation. Plans are to be at 50% operations by the end of the summer. They operate on a 196 acre tract in Rutherford County NC. 225,000 sf of the operations is under roof. The facilit operates 24 hours per day, seven days per week, with four shifts, and support 230 employees currently. Both potable and production water is supplied by the Forest City Water Department. Process: The facility received WAELZ Oxide WOX in rail cars from sister facilities. It is in powder form at this point. Their sister plants recover WOX by "cooking" K061 waste into 70% Zinc in granular form. WOX is moved pneumatically from rail cars to storage _tanks. This takes lace inside the off-loading building. (photos) WOX clarifiers mix WOX with Sulfuric Acid and transported the Leaching Area (100). At this -point the material is known as PLS (Pregnant Leach Solution) due to its -high Zinc content. PLS is introduced into the Solvent Extraction SX Stage. It is very low pH at this point and Zn is concentrated. The "loaded organic" phase of the cycle removes Zn into the "loaded electrolyte" phase which is introduced into the cell house where Zn is plated onto Aluminum plates by simple anode — cathode response under current. Zinc plates are cut from the Al plates and fed into a specially designed furnace to melt and cast into 25 Ib. ingots or 2000 lb. jumbos. They produce three grades of Zinc. Special High Grade is 99.9 % Zinc. Prime Western can contain up to 1 % lead. Continuous galvanize_ grade may contain up to 1.5% Aluminum. When PLS is depleted of its Zn during solvent extraction it is returned to the WOX cycle. When SX is depleted in the Organic i2hase it is returned to the PLS cycle. When loaded electrolyte is depleted in the cell house it is returned to the organiccphase for reloading. A small amount about 5% oes to bleed treatment from the SX phase. This generates secondary products of metallic cement, gypsum and liquid effluent. Leaching residue from the PLS cycle has a lead/ silver concentrate and gypsum and is currently shipped off -site for further refinement. When at full operation it will be refined on -site in the PLINT process. This process is in the planning stage. Ir A records review and facility inspection were conducted. Wastes Generated: hazardous or regulated waste streams generated on -site: F003/ D001 solids containing liquids (Xylene/MEK _ F0031 D001 Acetone F003/ D0011 D035 liquid (Xylenel MEK) F003/ D001 Acetone/ Methanol D008 Lead contaminated super -sacs from sandblasting_ Non-HW Oily debris Non-HW gypsum Manifests: 'Approved Transporters? yes_ Approved TSDF? yes Filled out correctly? yes Signed Copies? yes LDR Notification Attached? yes Comments - Manifests are in good order. LDR notification is included with the manifests. LDR and waste profiles are kept in the manifest binder. Transporters: FCC Environmental TXR 000 078 094 Dart Acquisitions NCD 121 700 777 Advanced Environmental Options _ SCR 000 074 575 Palmetto Landfill TSDF's: Eco Flo, Inc. NCD 980 842 132 Mountain Environmental Svs. flamps & non-HW All Bright (non-HW gypsum) Inspection Records: Inspections are conducted and results are kept in a log book and are available for review. Contingency Plan: The facility contingency plan has been sent to emergency responders. Emergency coordinators are Jim Harris primary and Charlie Howell alternate. Training Records: Certified Training Records Available? The facilitv conducts training for all personnel in 5-S processes and environmental concerns. Only Jim Harris and Charlie Howell handle hazardous waste. Their training records were available for review. Emergency Preparedness: Facility Maintained and Operated to Prevent Releases? yes Internal Communications or Alarm Present? yes Portable Fire Extinguishers and/ or Fire Control Equipment? yes Spill Control Equipment: yes Adequate Water Volume, Foam Equipment or Sprinkler System? yes All equipment 1 alarms tested/ maintained? yes All Personnel Handling HW have access to Alarm/ Device? yes, cellular phones and radios Adequate Aisle Space in operation areas? yes Satellite Accumulation Area(s): There are no satellite accumulation areas. Storage Areas): The storage area is located in a 25 X 25' fenced and locked area in the warehouse portion of the furnace/ warehouse buildina. At the time of inspection there were 4 (four) 55-gallon containers holdinq soil and spill residues. Each was labeled and dated as required. Additionally, there were 8 (eight) 55- allon containers holdinc i used oil. Spill equipment was available. Aisle space was discussed to assure proper storage requirements. • Containers closed? yes Aisle Space? yes Evidence of Release? no <90 days? yes Labeled? yes Good Condition? yes 1. 40 CFR 262.34(a)(1) D008 Lead contaminated waste from a release from the carbon filter system was not kept in containers as required. Waste from the failed carbon filter tanks was stored in an open three sided containment and in roll off containers. However, waste was on the outside of the containers and on the ground outside of the containment as well as inside the containment. Spring Denise Allen August 13, 2014 by mail Inspector (Date) Facility Contact (Date) TIMOTHY R. BASILONM Vice President - Enurinlrrnul7niAffairs 4955 STEUBENVILLE PIXF WWw.HDRSEHEAp.NEY 724.773,2223 SUITE 405 TBASILONE®HORSEHEAD.NET 412.788.4526 PITTSBURGm, PA 15205 September 19, 2012 Mr. Ken Pickle, Environmental Engineer North Carolina Department of Environment and Natural Resources Division of Water Quality Stormwater Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 RE: Draft Industrial Stormwater NPDES Permit Horsehead Corporation Zinc Production Facility Rutherford County, North Carolina Dear Mr. Pickle: Er xrL- --;,��� CORPORATION Lending the World in Zirrc Recycling Thank you for the opportunity to comment on the Draft Industrial Stormwater NPDES Permit (Draft Permit) you provided on June 29, 2012. Furthermore, thank you for your continuing effort in working with us to develop this permit, and providing time for meetings and telephone conferences to discuss our permit application and the subject permit. Our comments on the Draft Permit, the Staff Review and Evaluation Form (Staff Review'Form), and the Regional Office comments are provided below. These comments summarize our discussions, and are responsive to your requests from the conference call with you and the Regional Office on September 14,2012, and comments provided earlier in e-mails to you. The overriding storm water management concept is to capture and control the disposition of all storm water falling into the operating area. This system is to prevent the uncontrolled discharge of potential pollutants to the discharge stream. The physical facility is being designed to support this concept, and operating procedures will be developed to ensure management controls are documented and implemented. The first preference is to use the water in the operation, and as a second preference, only as necessary, to direct the water to the site storm water discharge. The facility is designed to capture and contain all storm water that falls within the operating area of the site, This design will contain rainwater falling in this area during the 100 year 24 hour storm event. Water captured in the area will be managed in one of three ways, as follows: If part of an individual (isolated) basin, water will be placed directly into the process or a tank within that production area, 0 • Routed to the process water management system, or used to partially displace process water (finished water provided by the Town.) used by the operation, ■ Sampled and analyzed before discharge to the storm water outfall system. Storm water falling in areas outside the operating area and from rooftops, parking areas and landscaped areas will be discharged directly to the storm water outfall during the storm event. Details of this system are being developed and will be incorporated as part of the site operating procedures, and the Storm Water Pollution Prevention Plan (SWPPP). A map and table describing this system will be provided once the system design is completed. Comments on the Draft Permit, Staff Review Form and the Regional Office Comments are addressed below. Comments on the Staff Review Form Page 1, Type of Activity and Page 2 Description of Activity The reference to receiving waste is incorrect. The facility will receive zinc oxide as raw material for the process which is a product manufactured at other Horsehead facilities. Zinc oxide feed materiat contains some lead and cadmium, in addition to zinc. The reference to silver should be eliminated, since it is a very minor component of zinc oxide. Page 1, Special Permitting Issues, Risk Considerations, Location The assigned rating b is excessive for risk due to the site location. Since this is a new facility, the existing impairment mentioned in this section is a pre-existing condition located downstream and cannot be, attributed to the new facility. Based on the actual conditions, the rating should be in the low range of the risk scale. Page 1, Special Permitting_ Issues, Risk Considerations, Other Factors The assigned rating 10 is excessive for risk considering other factors. This is a new facility that is specifically designed, as described above, to prohibit stormwater contamination. To the contrary of the statement "proper operator actions to a larger than normal degree" and other factors mentioned, during our discussions you indicated design of the stormwater management systems for this plant are exceptional. The design includes a stormwater management system whereby discharge of storm water from the operating area is not possible without specific action based on management authorization to release the water. If the agency's risk determination is to be used as a basis for permit decisions, the true risk of stormwater pollution fi•om the site needs to be described. Our design presents less than normal risks for most industrial sites. Based on the actual conditions, the rating should be. in the low range of the risk scale. 2 • Page 3, General Observations It would be appropriate to mention the level of stormwater control, and design of the facility to manage stormwater, which reduces and possibly eliminates risk of stormwater pollution from the operation. Page 3, Permit Recommendations Item I Analytical Monitoring -- Although we agree with quarterly sampling, and note that this is more frequent monitoring than most standard industrial stormwater permits, we do not agree with the reasons cited for proposing the frequency. The risk factors are actually less than most industrial sites based on the design of the facility to prohibit stormwater pollution, and the potential for discharge of entrained contaminants from the operation. The facility should be a candidate for "no exposure" status based on the design for stormwater control. Quarterly sampling is appropriate within the context of an evaluation monitoring period; however, we believe that once a baseline is established and the plant begins operating the monitoring will demonstrate the effectiveness of the stormwater controls. Item 3, AnalyticaI Monitoring Parameters — a. Metals: The description provided should be eliminated and replaced with the following statement - Zinc, lead and cadmium are the most appropriate metals for monitoring purposes since these are the most abundant of the metals in the operation's feedstock. If there is an impact from process materials on stormwater, these metals are the most likely to be detected. b. Organics: Please eliminate the reference to kerosene or kerosene -like petroleum product. More appropriately, please reference the hydrocarbon material used in the process as "hydrocarbon solution". The hydrocarbon solution is a key process ingredient. Monitoring for Oil & Grease is appropriate. c. Conventional Pollutants: TSS and pH are appropriate; TN and TP seem excessive with respect to the operation. Please eliminate these parameters. Item 4, Benchmarks — We discussed benchmarks and their use during our last teleconference on September 14, 2012, The use of benchmarks is not appropriate for this new facility, which is designed to prohibit stormwater pollution from the operation. Instead, we propose quarterly monitoring with samples collected at the stormwater outfall to the Broad River and analyzed for parameters as mentioned 0 in the section above. We propose the permit be written to require "monitoring only" for the first two years of the operation. Information obtained for the first eight quarters of operation should be recorded and summarized in a report to support a recommendation for either a stormwater permit containing benchmark levels established based on potential impact to the Broad River, or a "no exposure" application and site status. The report would be submitted to the agency following the two year period of evaluation for review by DWQ. Based on this report the permit can be revised accordingly, or eliminated if the "no exposure" scenario is justified. The report would provide the raw data, an evaluation of the potential impact to the receiving waters based on the monitoring data and the conditions of the Broad River at the time of sampling, a recommendation on the need for benchmarks at Ns site, if appropriate a recommendation for the benchmark parameters and levels, and an evaluation of the site for "no exposure" status. If the "no exposure" scenario applies, an application for this status will be provided with the report. Since this is a new plant with no prior history available, and the design of the plant is such that stormwater is contained and controlled in areas of the operation, we believe the proposed approach allows for information to be gathered after the plant begins operating that will serve as a basis for developing a permit for the operation or justifying a "no exposure" scenario. Comments on the Draft Permit Part II, Page 2 of 1_l, f b) Secondary Containment Requirements and Records The later portion of this section should be eliminated beginning on the seventh line and following the words "areas shall be maintained." You have indicated during prior meetings, calls and communications that the permit will not require anything on internal monitoring, but will rely entirely on discharge point monitoring for regulatory purposes. Specific conditions provided on internal monitoring for captured water are inconsistent with these prior discussions. Pail II Page 5 of:11, Section B: Analytical Monitoring Re quii;ements Please see the above sections in the Staff Evaluation discussing the Analytical Monitoring Requirements. Benchmarks and their use in the permit should be eliminated, including the tiered approach for monitoring. Instead, Horsehead is proposing a "Monitor Only" status for the facility for two years {eight quarters} following startup. Monitoring will be conducted at the discharge point to the Broad River and include collection and analysis of samples for Zinc, Lead, Cadmium, Oil & Grease, TSS, and pH. Monitoring results over this period of time will be used to evaluate the effectiveness of the facility design and stormwater management scheme, which is .19 based on a strategy to prohibit stormwater discharge containing contaminants from the operation. As noted, the monitoring results obtained over the eight quarters will be summarized in a report for submittal to the DWQ, and in support of a revised stormwater permit with benchmark levels established based on potential impact to receiving waters, or a "no exposure" status. Part II Page 10 of 11, Section D: On -site Vehicle Maintenance Monitoring Requirements Please eliminate this section; there is no vehicle maintenance facility or activity that will be conducted on site, Comments on the Relzional Office Comments Require SWPPP to be developed for startup — An SWPPP will be developed for the site prior to startup of the facility. Address failure modes with a back-upj2lan identifying management actions in response to atypical operating conditions — The SWPPP to be developed prior to plant startup will address this matter. Add chlorides to the sampling scheme — Based on the proposed approach for stormwater management and the sampling scheme and parameters described above, this monitoring will provide sufficient data to assess stormwater from the facility site. Monitoring for chlorides will add no additional benefits and is not justified. Add quarterly acute toxicity testing to the sampling scheme — The level of stormwater management on this site is extensive and well beyond anything required under any other permit for facilities in North Carolina. Aquatic Whole Effluent Testing is not a standard industrial stormwater requirement. Application to a site with control systems as described above is not reasonable. The inclusion of toxicity testing is unsupportable and inappropriate. Provide a "step-down" in anal3lical testing from uarterl to.2/X after 3 years, conditional on results -- In consideration of the proposed approach to monitoring, this should be evaluated based on results from the quarterly sampling over two years, along with the evaluation of a "no exposure" status for the site. Per your request during our telephone conference on September 14, 2412, I have attached a site plan showing the stormwater route to the River, including the stormwater basin adjacent to the River. We appreciate the opportunity to review the permit and the agency's supporting documentation and comments. We are available to meet at your office to discuss this permit application with you at your convenience. We look forward to discussing this information with you and to reviewing a revised draft of the permit, based on our comments. As discussed on many occasions it is to our best interest to have this permit issued in the shortest timeframe possible. Thank you for your continued support and consideration. Sincerely, �J Timothy R. Basilone Enc. cc Forest Westall, McGill Associates 2 BROAD RIVER K) cyl -,j ri (� 0, t-3 0 t,7 m >* 0 --46 m 0 ti W 0 > m —4 < m 4J 0 0 cc) 00 0 z m C) m . . . . . . . . . . . . . z 0 ^� FZ > m m cn . . . . . . . . . . . m IPA 0 Y k 0 .� �� �� I HORSEHEAD CORPORATION 54-INCH STORMWATER PIPE mc ASSOCIAT S FNG I NER RIN GPLA NN I NG - F1 N AN C C SCALE: NTS I RUTHERFORD COUNTY, NORTH CAROLINA I DATE: SEPTEMBER 2012 13DROADS-MUMT As,MYELLFL NC oW AQq F&C-cis W W 'PGW I 3I r 2dLL4 RI 7 w III .&J c tr' `for, SE Permit No. NCS000562 PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS SECTION A: COMPLIANCE AND LIABILITY Compliance Schedule The permittee shall comply with Limitations and Controls specified for Stormwater discharges in accordance with the following schedule: Existing Facilities already operating but applying for permit coverage for the first time: The Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary containment, as specified in Part I1, Section A, Paragraph 2(b) of this permit, shall be accomplished within 12 months of the effective date of the initial permit issuance. New Facilities applying for coverage for the first time: C Stormwater Pollution Prevention Plan shall be developed and implemented prior to the beginning of�dis` harges from the operation of the industrial activity and be updated thereafter on an annual basis. Secondary containment, as specified in Part I1, Section A, Paragraph 2(b) of this permit shilbbe accomplished prior to the beginning of discharges from the operation of the industrial activity. Existing facilities previously permitted �an"d pply1ng orf renewal: All requirements, conditions, limitations, and controls contained in th� %rmft (kept revised SPPP elements m a permit renewal) shall become effective immediately uponlissuance-o{this permit. New elements of the Stormwater Pollution Prevention Plan fo-fthis pe`rmitrenewal shall be developed and implemented within 6 months of the effective date of this -perms and updated thereafter on an annual basis. Secondary containment, as specified in Part.11l, Paragraph 2(b) of this permit shall be accomplished prior to the beginning of discharges from the operation of the industrial activity. 2. Duty to Comply ~� The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act (CWA) and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit upon renewal application [40 CFR 122.41). a. The permittee shall comply with standards or prohibitions established under section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 40S of the Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR 122.41(a)(2)] c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent violation, a person shall be Part III Page 1 of 9 Permit No. NCS000S62 subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)] d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both. [33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)] Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15%years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a person shall be subject to a fine of not more than $500,000 or by imprisonmeribof not more than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of;the CW. shall, upon conviction of violating the imminent danger provision, be sdje\ t'to a fine of not more than $1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)] f. Under state law, a civil penalty of not more -than $25,000 per violation may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements /7 //, , of a permit. [North Carolina General Sfitutgs § 143-215.6A] g. Any person may be assessed an`dm'inistbtive penalty by the Administrator for violating section 301, 302, 306, 307, 308�,318 or 405 ofthis Act, or any permit condition or limitation implementing any of such sections in -a permit issued under section 402 of this Act. Administrative penalties' or Class I'violations are not to exceed $16,000 per violation, with the maximum amount oany Class I`penalty assessed not to exceed $37,500. Penalties for Class Il violations are not to exceed $1si,000 per day for each day during which the violation continues, with the maximum amount of any Class 11 penalty not to exceed $177,500. [33 USC 1319(g)(2) and 40 CFR 122.41(a�G3�l� 3. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment [40 CFR 122.41(d)]. 4. Civil and Criminal Liability Except as provided in Part III, Section C of this permit regarding bypassing of stormwater control - facilities, nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6, or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. S. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution -of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. 6. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of Part III Page 2 of 9 Permit No. NCS000562 personal rights, nor any infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)], 7. SeverabilitX The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby [NCGS 15013-23]. 8. Duty to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the permit issued pursuant to this permit or to determine compliance with this permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit [40 CER 122.41(h)]. Penalties for Tampering /� The Clean Water Act provides that any person who falsifies�mpers_wfth, or knowingly renders inaccurate, any monitoring device or method required'tdbe maintained under this permit shall, upon conviction, be punished by a fine of not more than $1 000 per violation, or by imprisonment for not more than two years per violation, or by both. If a.eonvictionpf a person is for a violation committed after a first conviction of such person under this paragraph, unishment is a fine of not more than $20,000 per day of violation, or by imprisonpienL,of not more than 4 years, or both [40 CFR 122.41]. 10. The Clean Water Act provides that a6y,, person_who knowingly makes any false statement, representation, or certificatRon in any record or other document submitted or required to be maintained under this permit„including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41]. 11. Onshore or Offshore Constructio This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 12. Duty to Reapply If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the permittee must apply for and obtain a new permit [40 CFR 122.41(b)]. MEN III [Blom :3W01:401NI". IM11►1111111[11► I 1. Permit Expiration The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date, unless permission for a later date has been granted by the Director. (The Director shall not grant permission for applications to be submitted later than the expiration date of the existing permit) [40 CFR 122.21(d)]. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to enforcement procedures as provided in NCGS §143-215.36 and 33 USC 1251 et. seq. Part Il l Page 3 of 9 Permit No. NCS000562 3. Transfers This permit is not transferable to any person without prior written notice to and approval from the Director in accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-21S.1, in particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary under the CWA [40 CFR 122.41(l)(3), 122.61] or state statute. The Permittee is required to notify the Division in writing in the event the permitted facility is sold or closed. Signatory Requirements All applications, reports, or information submitted to the Permitting Issuing Authority shall be signed and certified [40 CFR 122.41(k)]. a. All permit applications shall be signed as follows: (1) For a corporation: by a responsible corpor responsible corporate officer means: (a) a the corporation in charge of a principal bus similar policy or decision making functions more manufacturing, production, or operat to make management decisions which gove having the explicit or implicit duty of makir and initiating and directing other coniprehl n rr environmental compliance with envira me ensure that the necessary systems are Ltal accurate information"forr permitlappic�atior documents has beemassigneN&or�elegated procedures. ' \ \% (2) For a partnershr'sole ip�� or // ate offic`e`r� piesFor the purpose of this Section, a id d-L secTary,,treasurer or vice president of iness function, or -any other person who performs Ifor i e corporation, or (b) the manager of one or ing,facctlities, provided, the manager is authorized ,r` the operation of the regulated facility including `g major capital investment recommendations, msiveimeasures to assure long term Mal laws and regulations; the manager can dished or actions taken to gather complete and i requirements; and where authority to sign to the manager in accordance with corporate by a general partner or the proprietor, respectively; (3) For a municipality, State Federal, or other public agency: by either a principal executive officer or ranking elbcted official [40 CFR 122.22], b. All reports required by the permit and other information requested by the Permit issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22] c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative [40 CFR 122.22] Part III Page 4 of 9 Permit No. NCS000562 d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "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 properlygather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible forgathering 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 offnesand imprisonmentfor knowing violations." 4. Permit Modification, Revocation and Reissuance, or Termination The issuance of this permit does not prohibit the Permit Issuing Authority from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the Al laws, rules, and regulations contained in Title 40, Code.of F derl Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code lSubchapter 2H .0100; and North Carolina General Statute 143-215.1 et al. f ( 1// '\1 \ S. Permit Actions The permit may be modified, revoked and reissued; or terminated for cause. The notification of planned changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41[f)]. 6. Annual Administering and Complianc_Iyonitor g'Pee Requirements The permittee must pay the`dr iinistering and -compliance monitoring fee within 30 (thirty) days after being billed by the Division Failure to,pay the fee in timely manner in accordance with 15A NCAC 2H .0105(b)(2) may cause this Division to initiate action to revoke the permit. SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS 1. The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of this permit [40 CFR 122.41(e)]. 2. Need to Halt or Reduce Not a Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)]. Bypassing of Stormwater Control Facilities Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless: a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is not satisfied if adequate backup controls should have been installed in Part III Page 5 of 9 Permit No. NCS000562 the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and c. The permittee submitted notices as required under, Part ill, Section E of this permit. If the Director determines that it will meet the three conditions listed above, the Director may approve an anticipated bypass after considering its adverse effects. SECTION D: MONITORING AND RECORDS Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Analytical sampling shall be performed during a measureable storm event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be taken before the discharge joins or is diluted,by any other waste stream, body of water, or substance. Monitoring points as specified in rliis permit shall not he changed without notification to and approval of the Permit Issuing Authority [40`CFR 122.41(j)). 2. Rec_grding Results For each measurement or sample taken pursuant.to.`he requirements of this permit, the permittee shall record the following information [40 CFR;1-22.411 a. The date, exact place, and time of sampling of'measufements; b. The individuals) who performed the�samp[ing,nr measurements; c. The date(s) analyses w`e pe foeh%U; d. The individual(s) who performed the analyses; e. The analytical techniques 13 orjrnethods-used; and f. The results of such and] 3. Flow Measurements Where required, appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. S. Re rruentative Outfall If a facility has multiple discharge locations with substantially identical stormwater discharges that are required to be sampled, the permittee may petition the Director for representative outfall status. If it is established that the stormwater discharges are substantially identical and the permittee is granted representative outfall status, then sampling requirements may be performed at a reduced number of outfalls. Part III Page 6 of 9 Permit No. NCS000562 6. Records Retention Visual monitoring shall be documented and records maintained at the facility along with the Stormwater Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The permittee shall retain records of all monitoring information, including o all calibration and maintenance records, o all original strip chart recordings for continuous monitoring instrumentation, o copies of all reports required by this permit, o copies of all data used to complete the application for this permit These records or copies shall be maintained for a period of at least 5 years from the date of the sample, measurement, report or application. This period may be extended by request of the Director at anytime [40 CFR 122.41]. Inspection and Entey The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director) 4p� in the case of a facility which discharges V/ ... . .. through a municipal separate storm sewer system, an authorized representative of a municipal operator or the separate storm sewer system receiving -the discharge upon the presentation of credentials and other documents as may be required°by, law, to: a. Enter upon the permittee's premises w or where records must be kept under t] b. Have access to and copy, at reasonable, of this permit; ^ ^ If c. Inspect at reasonable times any faciliti( equipment), practices, or perations re d. Sample or monitor at reasonable times otherwise authorized bythe Clean Wat CFR 122.41(i)]. i1 SECTION E: REPORTING Discharge Monitoring Reports regulated�facility or activity is located or conducted, A ons o��this permit, any, ce ords that must be kept under the conditions equipment (including monitoring and control lated or required under this permit, and r the purposes of assuring permit compliance or as Act, any substances or parameters at any location [40 Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on Discharge Monitoring Report (DMR) forms provided by the Director. DMR forms are available on the Division's website (http://portal.ncdenr.org/web/wq/ws/su/npdessw). Submittals shall be delivered to the Division no Iater than 30 days from the date the facility receives the sampling results from the laboratory. When no discharge has occurred from the facility during the report period, the permittee is required to submit a discharge monitoring report, within 30 days of the end of the specified sampling period, giving all required information and indicating "NO FLOW" as per NCAC T15A 02B .0506. If the permittee monitors any pollutant more frequently than required by this permit using test procedures approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate instrument governing the discharge, the results of such monitoring shall be included in the data submitted on the DMR. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring Report form provided by the Division and shall retain the completed forms on site. Qualitative monitoring results should not be submitted to the Division, except upon DWQ's specific requirement to do so. Qualitative Monitoring Report forms are available at the website above. Part III Page 7 of 9 Permit No. NCS000562 2. Submitting Reports Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to: Central Files Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 3. Availability of Reports Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division. As required by the Act, analytical data shall not be considered confidential. Knowingly making any false statement on.any such report may result in the imposition of criminal penalties as provided for in NCGS 143°215.6B or in Section 309 of the Federal Act. /> '�-_ \ n 4. Non-Stormwater Discharges V"C . If the storm event monitored in accordance with this•permit coincides with a non-stormwater discharge, the permittee shall separately monitor all 'para ers as required under all other applicable discharge permits and provide this inf rmationwith the stormwater discharge monitoring report. S. Planned Changes The permittee shall give notice to the Directoras•soon as possible of any planned changes at the permitted facility which couid,significantly-alter the nature or quantity of pollutants discharged [40 CFR 122.41(l)]. This notification requireement includes pollutants which are not specifically listed in r� , \ the permit or subject to notiflcationtregpirements under 40 CFR Part 122.42 (a). A The permittee shall give advance notice to the Director of any planned changes at the permitted facility which may result in -noncompliance with the permit [40 CFR 122.41(1)(21]. 7. Snills The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as defined in Part IV of this permit. Additionally, the permittee shall report spills including: any oil spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25 gallons that cannot be cleaned up within 24 hours. 8. Bypass Notice [40 CFR 122.41(m)(3)]: a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and affect of the bypass. b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an unanticipated bypass. 9. Twenty-four Hour ReDortin a. The permittee shall report to the central office or the appropriate regional office any noncompliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes aware of the circumstances. Part III Page 8 of 9 Permit No. NCS000562 The written submission shall contain a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR 122.41(I)(6)]. b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral report has been received within 24 hours. c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. 10. Other Noncompliance The permittee shall report all instances of noncompliance the time monitoring reports are submitted [40 CFR 1,22.4 11. Other Information Where the Permittee becomes aware that it failed or submitted incorrect information in a permit ap promptly submit such facts or information [40-�CF 11 rted under 24 hour reporting at ;y relevant facts in a permit application, ,in any report to the Director, it shall (8)]. Part III Page 9 of 9 NCS000S62 4. PART IV DEFINITIONS Act See Clean Water Act. Adverse Weather Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical. When adverse weather conditions prevent the collection of samples during the sample period, the permittee must take a substitute sample or perform a visual assessment during the next qualifying storm event. Documentation of an adverse event (with date, time and written narrative) and the rationale must be included with your SPPP records. Adverse weather does not exempt the permittee from having to file a monitoring report in accordance with�the,sampling schedule. Adverse events and failures to monitor must also be explained and reported on the relevant DM R. Allowable Nan-Stormwater Discharges This permit regulates stormwater disch the stormwater conveyance system are: a. All other discharges that are author b. Uncontaminated groundwater, four chemicals, springs, discharges of un flushings, water from footing�dralw c. Discharges resulting fromjire-fight as a result of use in the event of an f ter discharges which shall be allowed in !d by//'a non-stormwater NPDES permit. itiow a). s, air -conditioner condensate without added ntaminated potable water, waterline and fire hydrant ows from riparian habitats and wetlands. 4r fire -fighting training, or emergency shower or eye wash mergency. Measures or practices used-to•reduce the amount of pollution entering surface waters. BMPs may take the form of a process, -activity, or physical structure. More information on BMPs can be found at: httl2://cfpub.eia.gov/npdes/stormwater/nienuofbmps/index.cfm. S. Bypass A bypass is the known diversion of stormwater from any portion of a stormwater control facility including the collection system, which is not a designed or established operating mode for the facility. 6. Bulk Storage of Liquid Products Liquid raw materials, manufactured products, waste materials or by-products with a single above ground storage container having a capacity of greater than 660 gallons or with multiple above ground storage containers located in close proximity to each other having a total combined storage capacity of greater than 1,320 gallons. 7. Certificate of Coverage The Certificate of Coverage (COC) is the cover sheet which accompanies a General Permit upon issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under the permit and is signed by the Director. $. Clean Water Act The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et. seq. Division or DWO The Division of Water Quality, Department of Environment and Natural Resources. Part IV Page 1 of 4 Permit No. NCS000562 10. Director The Director of the Division of Water Quality, the permit issuing authority. 11. EMC The North Carolina Environmental Management Commission. 12. Grab Sample An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively or qualitatively) must be taken within the first 30 minutes of discharge. 13. Hazardous 5ul7stancg Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 14. Landfill A disposal facility or part of a disposal facility where waste is ged in or on land and which is not a land treatment facility, a surface impoundment, an in/jectiomwe�Il;,a hazardous waste long-term storage facility or a surface storage facility. r f is, Measureable Storm Event A storm event that results in an actual discharge 16. measurable storm event must have been at leasf apply if the permittee is able to document that a events during the sampling period, and obtainsla copies of this information and a written request After authorization by the DfWQ,\ice a1�Office,. permittee's SPPP. tted site outfall. The previous. The 72-hour storm interval may not �r interval is representative for local storm gal from the local DWQ Regional Office. Two shall be sent to the local DWQ Regional Office. ten approval letter must be kept on site in the A stormwater collection sy"stem within an incorporated area of local self-government such as a city or town. 17. No Exposure A condition of no exposure means that all industrial materials and activities are protected by a storm resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff. Industrial materials or activities include, but are not limited to, material handling equipment or activities, industrial machinery, raw materials, intermediate products, by-products, final products, or waste products. DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a facility complies with the terms and conditions described in 40 CFR §122.26(g). 18. Notice of Intent The state application form which, when submitted to the Division, officially indicates the facility's notice of intent to seek coverage under a General Permit. 19. Permit Issuing Authority The Director of the Division of Water Quality (see "Director" above). 20. Permittee The owner or operator issued this permit. Part IV Page 2 of 4 Pages Permit No. NCS000562 21, Point Source Discharge of Stormwater Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters of the state. 22. Representative Outfall Status When it is established that the discharge of stormwater runoff from a single outfall is representative of the discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status allows the permittee to perform analytical monitoring at a reduced number of outfalls. 23. SecondaU Containment Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event. 24. Section 313 Water Priority Chemical A chemical or chemical category which: b. Is listed in 40 CFR 372.65 pursuant to Section 313 of Reauthorization Act (SARA) of 1986, also titled the-17 to -Know Act of 1986; C. Is present at or above threshold levels at a facility sul requirements; and d. Meets at least one of the following crit ri 25. leIII of theL perfund Amendments and 11 ergency-Planning and Community Right- SARA title I11, Section 313 reporting i. Is listed in appendix D of 40 CFR.pa22 on Table II (organic priority pollutants), Table III (certain metals, cyanides, and phenols).or Table IV (certain toxic pollutants and hazardous substances); ii. Is listed as a hazardpus,substanee,pursuant to section 311(b) (2)(A) of the CWA at 40 CFR 116.4; or �� iii. Is a pollutant fop-,w"hich EPA has published acute or chronic water quality criteria. Substantial physical dainaec,tooy-roperty, damage to the control facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. 26. Significant Materials Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. 27. Significant Spills Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section 102 of CERCLA (Ref: 40 CFR 302.4). 28. Stormwater Discharge Outfall $DQ) 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. Part IV Page 3 of 4 Pages Permit No. NCS000562 24. Stormwater Runoff The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowmelt. 30, Stormwater Associated with Industrial Activity The discharge from any point source which is used for collecting and conveying stormwater and which is directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded from the NPDES program. 31 32. 91191 34. Stormwater Pollution Prevention Plan A comprehensive site -specific plan which details measures and practices to reduce Stormwater pollution and is based on an evaluation of the pollution potential of the site. Total Maximum -Daily Lad TMDLrq:Uali TM DLs are written plans for attaining and maintaining watty-standards, in all seasons, for a specific water body and pollutant. A list of approved TMDLs for the•siate of North Carolina can be found athttD://uortal.ncdenr.ore/web/wu/ns/mt n/tmdl. Toxic Pollutant Any pollutant listed as toxic under Section Vehicle Maintenance Activity Vehicle rehabilitation, mecha or airport deicing operations Water Act. ting, fueling, lubrication, vehicle cleaning operations, 35, Visible Sedimentation �/ Solid particulate matter, both mineral'and organic, that has been or is being transported by water, air, gravity, or ice from its site of origin -which can be seen with the unaided eye. 36. 25-year. 24 hour Storm Event The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years. Part IV Page 4 of 4 Pages Wilson, Susan A From: Pickle, Ken Sent: Friday, November 02, 2012 4:06 PM To: Wilson, Susan A; Fox, Tim Subject: FW: Answers to Permit questions Importance: High FYI, Horsehead Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, INC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken. pickleCalncdenr.gov Website: http://portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Basilone Tim [ma iltoabasilone@horsehead.net] Sent: Friday, November 02, 2012 4:00 PM To: Pickle, Ken Cc: forrest.westall me illen ineers.com; Staley Anthony Subject: Answers to Permit questions Importance: High Ken, Per our conversation yesterday, I am providing the following information in response to questions raised in your e-mail concerning the subject draft stormwater permit: Answer to F.I. The stormwater basin adjacent to the river is being provided primarily for energy dissipation. Its inclusion in the stormwater discharge system is not required and is being provided to assure that all of the energy of the discharged water is effectively transferred into the Broad River with no impact to the River Bank or the River Bottom. The basin is constructed of compacted earth and isn't lined. A "fore -bay" area at the outlet of the site stormwater pipe includes a large concrete dissipation structure and a transition area for flow to move into the main part of the basin. Answer to E.2. Stormwater from the containment areas will be monitored for relevant analytical parameters including those to be monitored at the outfall and as listed in the NPDES stormwater permit. Procedures for managing the subject water will be described in the SWPPP, and will include BMP's for minimizing contaminant levels from entering water that is captured in containment. This plan will be completed prior to startup of the facility, and will include thresholds as to whether the water will be placed into process or released to stormwater. Be advised that our line of thinking at this point is that the rule is to place all water back to process, and the exception is to release the water to the stormwater outfall provided analytical results warrant such. Please advise me if you need any additional information. i look forward to receiving the draft permit from you sometime next week. Thanks Ken, have a nice weekend. Tim Timothy-R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412.788.4526 C 412.287.9871 TBasilone Horsehead.net Wilson, Susan A From: Pickle, Ken Sent: Friday, November 09, 2012 11:44 AM To: Basilone Tim Cc: forrest.westall@mcgillengineers.com; Bennett, Bradley; Wilson, Susan A; fox, Tim Subject: in -progress draft permit and staff report Hi Tim, Here are the two documents we have been working on together. My next step is to send these out to public notice in a local newspaper and the NC register, and to EPA Region IV. I'll be working on the public notice next week. Not a big task. I have made the changes indicated in our last correspondence with a couple of exceptions. Overall there are three things I want to especially call your attention to, and solicit your comments. 1. See Part II page 9 of 11 for the new permit provision that allows de -coupling the sampling results from the benchmark values and Tiered response actions for two years. I've written this up for eight data points minimum plus Horsehead's summary report, presumably proposing revisions to the monitoring activities under the permit conditions. Because this is an individual permit (not one of our General Permits), we have the authority to revise the elements of any monitoring requirements without the additional administrative procedures and delay involved in a complete permit re -issuance. In my last note to you, I reported that we would be writing the permit for a shorter than usual duration, three years instead of five years. As I got down to actually making the changes in other parts of the permit that were time -dependent, it just seemed to me that the shorter duration was not necessary. So, I'm intending to go with the standard 5-year duration on the permit. Two aspects of the permit were on my mind, plus an administrative consideration: o As far as my administrative consideration, we're all looking for ways to stretch ourselves to fit the amount of work in our unit. That's not going to change in the foreseeable future. I'd rather the Stormwater Permitting Unit address the renewal of this permit in five years, rather than three years. o We agreed to a step-down, step-up provision in the sampling frequency that would allow semi-annual sampling rather than quarterly sampling. I base the step-down provision on eight consecutive results below benchmarks. Well, the provision hardly makes any sense if we stick with a 3-yr term for the permit. (This may be moot, since the next item below speaks to the summary report that we will act on in year 3.) o You suggested a two year data gathering ("monitor -only") period without benchmarks and Tiers, and DWQ agreed. So, we are already in agreement to review the monitoring provisions during the third year and make the changes to the permit that seem prudent. It's easier administratively (no public notice, for one example) for us to make the monitoring changes than it is to go through a permit renewal process. Presently I don't see the need to go through a re -issuance with the extra administrative requirements and comparatively longer time frame, when North Carolina rules allow us to make monitoring changes essentially unilaterally. I have revised the secondary containment language to be consistent with the standard language in all other North Carolina stormwater permits. Please take a look at that in Part 11 Section A. in -progress FINAL revised Horsehead draft... Horsehead_Staff... Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken.eickle@ncdenr.aov Website: htti)://Portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** Wilson, Susan A From: Pickle, Ken Sent: Friday, November 09, 2012 11:44 AM To: Basilone Tim Cc: forrest.westall@mcgillengineers.com; Bennett, Bradley; Wilson, Susan A; Fox, Tim Subject: in -progress draft permit and staff report Hi Tim, Here are the two documents we have been working on together. My next step is to send these out to public notice in a local newspaper and the NC register, and to EPA Region IV. I'll be working on the public notice next week.. Not a big task. I have made the changes indicated in our last correspondence with a couple of exceptions. overall there are three things I want to especially call your attention to, and solicit your comments. See Part 11 page 9 of 11 for the new permit provision that allows de -coupling the sampling results from the benchmark values and Tiered response actions for two years. I've written this up for eight data points minimum plus Horsehead's summary report, presumably proposing revisions to the monitoring activities under the permit conditions. Because this is an individual permit (not one of our General Permits), we have the authority to revise the elements of any monitoring requirements without the additional administrative procedures and delay involved in a complete permit re -issuance. 2. In my last note to you, I reported that we would be writing the permit for a shorter than usual duration, three years instead of five years. As I got down to actually making the changes in other parts of the permit that were time -dependent, it. just.seemed-to-me-that-the-shorter-duration-was-not-necessary-So,-!'m-intending-to go with the standard 5-year duration on the permit. Two aspects of the permit were on my mind, plus an administrative consideration: o As far as my administrative consideration, we're all looking for ways to stretch ourselves to fit the amount of work in our unit. That's not going to change in the foreseeable future. I'd rather the Stormwater Permitting Unit address the renewal of this permit in five years, rather than three years. o We agreed to a step-down, step-up provision in the sampling frequency that would allow semi-annual sampling rather than quarterly sampling. I base the step-down provision on eight consecutive results below benchmarks. Well, the provision hardly makes any sense if we stick with a 3-yr term for the permit. (This may be moot, since the next item below speaks to the summary report that we will act on in year 3.) o You suggested a two year data gathering ("monitor -only") period without benchmarks and Tiers, and DWQ agreed. So, we are already in agreement to review the monitoring provisions during the third year and make the changes to the permit that seem prudent. It's easier administratively (no public notice, for one example) for us to make the monitoring changes than it is to go through a permit renewal process. Presently I don't see the need to go through a re -issuance with the extra administrative requirements and comparatively longer time frame, when North Carolina rules allow us to make monitoring changes essentially unilaterally. 3. 1 have revised the secondary containment language to be consistent with the standard language in all other North Carolina stormwater permits. Please take a look at that in Part 11 Section A. in -progress FINAL revised Horsehead draft... Horsehead_Staff... Ken Ken Pickle Environmental Engineer NCDENR I DWQ j Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919)807-6494 Email: ken_. pickle@ncdenr.aov Website: http://Portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** Permit No. NCS000562 SECTION C: QUALITATIVE MONITORING REQUIREMENTS The purpose of qualitative monitoring is to quickly evaluate the effectiveness of the permittee's implementation of the SPPP, and to assess new sources of stormwater pollution, and to prompt the permittee's response to observed pollution. Qualitative monitoring of stormwater outfalls must be performed during a measurable storm event. Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of representative outfall status. Qualitative monitoring shall be performed quarterly as specified in Table 4, and concurrent with.the required analytical monitoring events. Inability to monitor because of adverse weather conditions must be documented in the SPPP and recorded on the DMR (see Adverse Weather in Definitions). Only SDOs discharging stormwater associated with industrial activity must be monitored. In the event an atypical condition is noted at a storinA shall document the suspected cause of the condition�a the discovery. The documentation will be maintained Table 4 ualitative Monitoring Re outfall, the permittee any actions taken in response to th.the SPPP. Discharge Characteristics Frequencyl Monitoring Location2 Color quarterly SDO Odor w uarterly SDO Clarity quarterly SDO Floating Solids quarterly SDO Suspended Solids �Jquarterly SDO Foam uarterly SDO Oil Sheen quarterly SDO Erosion or deposition at the outfall quarterl SDO Other obvious indicators of stormwater pollution quarterly SDO Footnotes: 1 Measurement Frequency: Four times per year during a measureable storm event, See Table 2 for schedule of monitoring periods through the end of this permitting cycle. The permittee must continue qualitative monitoring throughout the permit renewal process until a new permit is issued. Qualitative monitoring must be continued quarterly, and is not eligible for the semi-annual monitoring frequency under step-down provisions that apply to analytical monitoring. 2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO) regardless of representative outfall status. A minimum of 30 days must separate monitoring dates, unless additional sampling has been instituted as part of other analytical monitoring requirements in this permit. Part Il Page 10 of 11 Permit No. NCS000562 If the permittee's qualitative monitoring indicates that existing stormwater BMPs are ineffective, or that significant stormwater contamination is present, the permittee shall investigate potential causes, evaluate the feasibility of corrective actions, and implement those corrective actions within 60 days, per the Qualitative Monitoring Response, below. A written record of the permittee's investigation, evaluation, and response actions shall be kept in the SPPP. Qualitative Monitoring Response' Qualitative monitoring is for the purposes of evaluating the effectiveness of the permittee's implementation of the SPPP, and assessing new sources of stormwater pollution, and prompting the permittee's response to pollution. If the permittee repeatedly fails to respond effectively to correct problems identified by qualitative monitoring, or if they ischa ge causes or contributes to a water quality standard violation, DWQ may, but is not limited to�� `-\ /j • require that the permittee revise, increase, o (analytical or qualitative) for the remainder • require the permittee to install structural_s c • require the permittee to implement • require the permittee to perform u f impacts on receiving waters; or � • require the permittee implgment sli the monitoring frequency controls; control measures; am monitoring to characterize ons to qualify for a No Exposure Exclusion. Part II Page 11 of 11 NCS000562 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Horsehead Corporation is hereby authorized to discharge industrial stormwater from a facility located at Horsehead Metal Products, Inc. 484 Hicks Grove Road Mooresboro, North Carolina Rutherford County to receiving waters designated as the Broad River, a class C water in the Broad River Basin, in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in Parts I, II, 111, and IV hereof. This permit becomes effective April 1, 2013. . This permit and the authorization to discharge expire at midnight on March 31, 2018. Signed this day March 25, 2013. for Charles Wakild, P.E., Director Division of Water Quality By the Authority of the Environmental Management Commission Permit No. NCS000562 TABLE OF CONTENTS PART I INTRODUCTION Section A: Individual Permit Coverage Section B: Permitted Activities Section C: Location Map PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES Section A: Stormwater Pollution Prevention Plan Section B: Analytical Monitoring Requirements Section C: Qualitative Monitoring Requirements PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS Section A: Compliance and Liability 1. Compliance Schedule 2. Duty to Comply 3. Duty to Mitigate 4. Civil and Criminal Liability 5. Oil and Hazardous Substance Liability 6. Property Rights 7. Severability 8. Duty to Provide Information 9. Penalties for Tampering 10. Penalties for Falsification of Reports 11. Onshore or Offshore Construction 12. Duty to Reapply Section B: General Conditions 1. Permit Expiration 2. Transfers 3. Signatory Requirements 11 Permit No. NCS000562 4. Permit Modification, Revocation and Reissuance, or Termination 5. Permit Actions 6. Annual Administering and Compliance Monitoring Fee Requirements Section C: Operation and Maintenance of Pollution Controls 1. Proper Operation and Maintenance 2. Need to Halt or Reduce Not a Defense 3. Bypassing of Stormwater Control Facilities Section D: Monitoring and Records 1. Representative Sampling 2. Recording Results 3. Flow Measurements 4. Test Procedures 5. Representative Outfall 6. Records Retention 7. Inspection and Entry Section E: Reporting Requirements 1. Discharge Monitoring Reports 2. Submitting Reports 3. Availability of Reports 4. Non-Stormwater Discharges 5. Planned Changes 6. Anticipated Noncompliance 7. Spills 8. Bypass 9. Twenty-four Hour Reporting 10. Other Noncompliance 11. Other information PART IV DEFINITIONS M Permit No. NCS000562 PART I INTRODUCTION SECTION A: INDIVIDUAL PERMIT COVERAGE During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge stormwater associated with industrial activity. Such discharges shall be controlled, limited, monitored, and reported as specified in this permit. If industrial materials and activities are not exposed to precipitation or runoff as described in 40 CFR §122.26(g), the facility may qualify for a No Exposure Exclusion from NPDES stormwater discharge permit requirements. Any owner or operator wishing to obtain a No Exposure Exclusion must submit a No Exposure Certification Notice of Intent (NO I) form to the Division; must receive approval by the Division; must maintain no exposure conditions unless authorized to discharge under a valid NPDES stormwater permit; and must recertify the No Exposure Exclusion annually. SECTION B: PERMITTED ACTIVITIES Until this permit expires or is modified or revoked, the permittee is authorized to discharge stormwater to the surface waters of North Carolina that has been adequately treated and managed in accordance with the terms and conditions of this permit. All stormwater discharges shall be in accordance with the conditions of this permit. Any other point source discharge to surface waters of the state is prohibited unless it is an allowable non-stormwater discharge or is covered by another permit, authorization, or approval. The stormwater discharges allowed by this permit shall not cause or contribute to violations of Water Quality Standards. This permit does not relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. Part I Page 1 of 2 SECTION C: LOCATION MAP Permit No. NCS000562 -V- * A jj R N" - Z. x y. _j 4 "W'15 7 Horsehead Corporation V ? J 6, P!!V A 1.j T-T to' L 0 NCS000562 N,- Wzz\- F Map Scale 1:24,000 A V 177 -7 114 % Horsehead Corporation Rutherford County Facility Latitude: 350 11'36' N Longftu&:8 10 50' 59" W County: Ruffie&rd County Receiving Stream: Broad River Stream Class: C Sub -basin: 03-08-02 Broad River Basin Facility Location Part I Page 2 of 2 Permit No. NCS000562 PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES SECTION A: STORMWATER POLLUTION PREVENTION PLAN The permittee shall develop and implement a Stormwater Pollution Prevention Plan (SPPP). The SPPP shall be maintained on site. The SPPP is public information in accordance with Part III, Standard Conditions, Section E, paragraph 3 of this permit. The SPPP shall include, at a minimum, the following items: 1. Site Overview. The Site Overview shall provide a description of the physical facility and the potential pollutant sources that have the potential to contribute to contamination of stormwater discharges. The Site Overview shall contain the following: (a) A general location map (USGS quadrangle map or appropriately drafted equivalent map) showing the facility's location in relation to transportation routes and surface waters; the name of the receiving waters to which the stormwater outfalls discharge; and accurate latitude and longitude of the points of stormwater discharge associated with industrial activity. The general location map (or alternatively the site map) shall identify whether any receiving waters are impaired (on the state's 303(d) list of impaired waters) or if the site is located in a watershed for which a TMDL has been established, and what the parameters of concern are. (b) A narrative description of storage practices, loading and unloading activities, outdoor process areas, dust or particulate generating or control processes, and waste disposal practices. A narrative description of the potential pollutants that could be expected to be present in the stormwater discharge from each outfall, and a discussion of failure modes that may impact the risk for polluted stormwater discharges. (c) A site map drawn at a scale sufficient to clearly depict: the site property boundary; the stormwater discharge outfalls; all on -site and adjacent surface waters and wetlands; industrial activity areas (including storage of materials, disposal areas, process areas, loading and unloading areas, and haul roads); site topography and finished grade; all drainage features and structures; drainage area boundaries and total contributing area for each outfall; direction of flow in each drainage area; industrial activities occurring in each drainage area; buildings; stormwater Best Management Practices (BMPs); and impervious surfaces. The site map must indicate the percentage of each drainage area that is impervious, and the site map must include a graphic scale indication and north arrow. (d) A list of significant spills or leaks of pollutants during the previous three (3) years and any corrective actions taken to mitigate spill impacts. Part I[ Page 1 of 11 Permit No. NCS000562 (e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The permittee shall re -certify annually that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The certification statement will be signed in accordance with the requirements found in Part 1I1, Standard Conditions, Section B, Paragraph 3. 2. Stormwater Management Strategy. The Stormwater Management Strategy shall contain a narrative description of the materials management practices employed which control or minimize the stormwater exposure of significant materials, including structural and nonstructural measures. The Stormwater Management Strategy, at a minimum, shall incorporate the following: (a) Feasibility Study. An annual review by site management of the technical and economic feasibility of changing the methods of operations and/or storage practices to eliminate or reduce exposure of materials and processes to rainfall and run-on flows. Wherever practical, the permittee shall prevent exposure of storage areas, material handling operations, manufacturing, and fueling operations. In areas where elimination of exposure and/or prevention of run-on contact are not practical, the Feasibility Study shall document the basis for the management decision that such controls are not feasible. (b) Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage of liquid materials including -petroleum products; storage -in any amount of Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water priority chemicals; and storage in an_y amount of hazardous substances, in order to prevent leaks and spills from contaminating stormwater runoff. A table or summary of all such tanks and stored materials and their associated secondary containment areas shall be maintained. If the secondary containment devices are connected to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices, which shall be secured closed with a locking mechanism. Prior to release into the stormwaters conveyance system, any stormwater that accumulates in containment areas shall be at a minimum visually observed for color, foam, outfall staining, visible sheens, and dry weather flow. Accumulated stormwater may be released if found to be uncontaminated by any material. Records documenting the individual making the observation or analyses, the visual and analytical description of the accumulated stormwaters, and the dates and times of the releases shall be kept for a period of five (S) years. (c) BMP Summary. A listing of site structural and non-structural Best Management Practices (BMPs) shall be provided. The installation and implementation of BMPs shall be based on the assessment of the potential for sources to contribute significant quantities of pollutants to stormwater discharges and on data collected through monitoring of stormwater discharges. The BMP Summary shall include a written record of the specific rationale for installation and implementation of the Part 11 Page 2 of 11 Permit No. NCS000562 selected site BMPs. The BMP Summary shall be reviewed by site management and updated annually. 3. Spill Prevention and Response Procedures. The Spill Prevention and Response Procedures (SPRP) shall incorporate an assessment of potential pollutant sources based on a materials inventory of the facility. The SPRP shall address spill response and failure mode preparations and responses. Site management shall identify facility personnel responsible for implementing the SPRP in a written list incorporated into the SPRP along with dated signatures by each individual acknowledging his or her responsibilities under the SPRP. A responsible person shall be on -site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations. The SPRP must be site stormwater specific. Therefore, an oil Spill Prevention Control and Countermeasure plan (SPCC) may be a component of the SPRP, but may not be sufficient to completely address the stormwater aspects of the SPRP. The common elements of the SPCC with the SPRP may be incorporated by reference into the SPRP. 4. Preventative Maintenance and Good Housekeeping Program. A preventative maintenance and good housekeeping program shall be developed and implemented. The program shall address all stormwater control systems, stormwater discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial activity areas (including material storage areas, material handling areas, disposal areas, process areas, loading and unloading areas, and haul roads), all drainage features and structures, and structural BMPs. The program shall establish schedules of inspections, maintenance, and housekeeping activities of stormwater control systems, as well as facility equipment, facility areas, and facility systems that present a potential for stormwater exposure or stormwater pollution where not already addressed under another element of the SPPP. Inspection of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program. Timely compliance with the established schedules for inspections, maintenance, and housekeeping shall be recorded and maintained in the SPPP. 5. Facility Inspections. Inspections of the facility and all stormwater conveyance and control systems shall occur as part of the Preventative Maintenance and Good Housekeeping Program at a minimum on a semi-annual schedule, once during the first half of the year (January to June), and once during the second half (July to December), with at least 60 days separating inspection dates (unless performed more frequently than semi-annually). These facility inspections are different from, and in addition to, the stormwater discharge characteristic monitoring at the outfall required in Part I1 Sections B and C of this permit. 6. Employee Training. Training programs shall be developed and training provided at a minimum on an annual basis for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance activities, and for any of the facility's operations that have the potential to contaminate stormwater runoff. The facility Part it Page 3 of 11 Permit No. NCS000562 personnel responsible for implementing the training shall be identified, and their annual training shall be documented by the signature of each employee trained. 7. Responsible Party. Site management shall identify, and the SPPP shall document, a specific position or positions responsible for the overall coordination, development, implementation, and revision of the SPPP. Responsibilities for all components of the SPPP shall be documented and position assignments provided. 8. SPPP Amendment and Annual Update. The permittee shall amend the SPPP whenever there is a change in design, construction, operation, site drainage, maintenance, or configuration of the physical features which may have a significant impact on the potential for the discharge of pollutants to surface waters. All aspects of the SPPP shall be reviewed and updated on an annual basis. The annual update shall include all the aspects required immediately above in items 1 -7; and a review and comparison of monitoring analytical data to benchmark values over the pastyear, including a discussion about Tiered Response status. The permittee shall use the Division's Annual Summary Data Monitoring Report form, available from the Stormwater Permitting Unit's website here: http:/Iportal.ncdenr.org/­weblwq /ws/su/npdessw). The Director may notify the permittee when the SPPP does not meet one or more of the minimum requirements of the permit. Within 30 days of such notice, the permittee shall submit a time schedule to the Director for modifying the SPPP to meet minimum requirements. The permittee shall provide certification in writing (in accordance with Part I11, Standard Conditions, Section B, Paragraph 3) to the Director that the changes have been made. 9. SPPP Implementation. The permittee shall implement the Stormwater Pollution Prevention Plan and all appropriate BMPs to prevent contaminants from entering surface waters via stormwater. Among other actions identified herein, implementation of the SPPP shall include the documentation of: all monitoring, measurements, inspections, maintenance activities, and training provided to employees, including the log of the sampling data and of actions taken to implement BMPs associated with the industrial activities. Such documentation shall be kept on -site for a period of five (5) years and made available to the Director or the Director's authorized representative immediately upon request. Part I I Page 4 of ll Permit No. NCS000562 SECTION B: ANALYTICAL MONITORING REQUIREMENTS Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All analytical monitoring shall be performed during a measureable storm event at each stormwater discharge outfall (SDO). Only SDOs discharging stormwater associated with industrial activity must be sampled (See Definitions). 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. See Definitions Table 1 Analytical Monitoring Requirements Discharge Characteristics Units Measurement Frequencyl Sample Type2 Sample Location3 Total Suspended Solids m L quarterly Grab SDO Total Nitrogen m L quarterly Grab SDO Total Phosphorus m L quarterly Grab SDO Zinc, Total Recoverable m L quarterly Grab SDO Lead, Total Recoverable m L quarterly Grab SDO Cadmium, Total Recoverable m L quarterly Grab SDO Chlorides m L quarterly Grab SDO Non -polar Oil & Grease/TPH EPA Method 1664 SGT-HEM mg/L quarterly Grab SDO H standard quarterly Grab SDO Total Rainfall4 inches quarterly I Rain Gauge 1- Footnotes: 1 Measurement Frequency: Four times per year during a measureable storm event. The permittee may petition DWQ to reduce the analytical monitoring frequency to twice peryear after eight consecutive quarterly monitoring results all within benchmark values. Subsequently, two consecutive benchmark exceedances for any parameter re -institute quarterly monitoring for all parameters. 2 Grab samples shall be collected within the first 30 minutes of discharge. 3 Sample Location: Samples shall be collected at each stormwater discharge outfall (00). 4 For each sampled measureable storm event, the total precipitation must be recorded. An on -site rain gauge reading must be recorded. The permittee shall complete the analytical samplings in accordance with the schedule specified below in Table 2, unless adverse weather conditions prevent sample collection (see Adverse Weather in Definitions). A minimum of 30 days must separate successive sample events. Inability to sample because of adverse weather conditions must be documented in the SPPP and recorded on the DMR. The permittee must report the results from each sample taken within the monitoring period (see Part III, Section E). Part II Page 5 of 11 Permit No. NCS000562 Table 2 Monitoring Schedule Monitoring period1,2 Sample Number Start End Year 1 - Period 1 1 April 1, 2013 June 30, 2013 Year 1- Period 2 2 July 1, 2013 September 30, 2013 Year 1- Period 3 3 October 1, 2013 December 31, 2013 Year 1- Period 4 4 January 1, 2014 March 31, 2014 Year 2 - Period 1 5 April 1, 2014 June 30, 2014 Year 2 - Period 2 6 July 1, 2014 September 30, 2014 Year 2 - Period 3 7 October 1, 2014 December 31, 2014 Year 2 - Period 4 8 January 1, 2015 March 31, 2015 Year 3 - Period 1 9 April 1, 2015 June 30, 2015 Year 3 - Period 2 10 July 1, 2015 September 30, 2015 Year 3 - Period 3 11 October 1, 2015 December 31, 2015 Year 3 - Period 4 12 January 1, 2016 March 31, 2016 Year 4 - Period 1 13 April 1, 2016 June 30, 2016 Year 4 - Period 2 14 July 1, 2016 September 30, 2016 Year 4 - Period 3 15 October 1, 2016 December 31, 2016 Year 4 - Period 4 16 January 1, 2017 March 31, 2017 Year 5 - Period 1 17 April 1, 2017 June 30, 2017 Year 5 - Period 2 18 July 1, 2017 September 31, 2017 Year 5 - Period 3 19 October 1, 2017 December 31, 2017 Year 5 - Period 4 20 January 1, 2018 March 31, 2018 Footnotes: 1 Maintain quarterly monitoring until either another permit is issued for this facility or until this permit is revoked or rescinded. The permittee must submit an application for renewal of coverage before the submittal deadline (180 days before expiration) to be considered for renewed coverage under the permit. The permittee must continue analytical monitoring throughout the permit renewal process, even if a renewal permit is not issued until after expiration of this permit. 2 If no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow" within 30 days of the end of the sampling period. For the first term of this permit, the new facility start-up date is uncertain. Permittee need not sample for the listed monitoring periods until the facility comes into operation. Accordingly, the "No Flow" monitoring report is not required during the time before the facility comes into operation. Failure to monitor quarterly per the permit terms may result in the Division requiring monthly monitoring for all parameters for a specified time period. "No discharge" from an outfall, or inability to collect a sample because of adverse weather conditions during a monitoring period does not constitute failure to monitor, as long as it is properly reported. The permittee shall compare monitoring results to the benchmark values in Table 3. The benchmark values in Table 3 are not permit limits, but should be used as management guidelines for the permittee's responsive implementation of the Stormwater Pollution Prevention Plan (SPPP). Part I I Page 6 of 11 Permit No. NCS000562 Table 3 Benchmark Values for Analytical Monitoring Discharge Characteristics Units Benchmarkt Total Suspended Solids mg/L 100 Total Nitrogen mg/L 30 Total Phosphorus mg/L 2 Zinc, Total Recoverable mg/L 0.067 Lead, Total Recoverable mg/L 0.03 Cadmium, Total Recoverable mg/L 0.001 Chlorides mg/L 860 Non -polar Oil & Grease/TPH [EPA Method 1664 (SGT-HEM)] mg/L 15 pH standard 6-9 Footnote 1. Analytical results must not be reported via any of the notations, "BDL. ND, BRL, <MDL, <PQL, non -detect" or any similar non -quantitative notation. Instead, analytical results below method or reporting limits must be reported on the DMR in the format, "<XX", where XX is the specific numerical value descriptive of the method or reporting limit. Summary Report Requirement During the first term of this permit, and for the period beginning with the on -site initiation of industrial activity and continuing for two years nominal duration thereafter, Horsehead shall sample quarterly as provided in Table 2, shall tabulate and interpret the collected data (minimum eight data points). Within 30 months of start-up Horsehead shall present DWQ with a summary report that uses the collected data to support any proposed alternative monitoring, benchmark, and response action scheme for the purpose of maintaining site management awareness and responsiveness to potential pollutant discharges from the site. For the first term of this permit, benchmark exceedances will not activate DWQ's standard Tiered Response actions which are shown below for reference only. The summary report shall specifically consider and interpret the collected data with respect to the benchmarks identified in this permit, and shall identify the Tiered Response action status that would have been triggered by the data collected. While DWQ is considering Horsehead's summary report and determining what revisions to the permit, if any, may be reasonable and protective, and continuing on for the remainder of the permit term until any such changes in the permit requirements may be established by DWQ, Horsehead shall be subject to the full provisions of sampling, comparison to the benchmarks, and reporting contained in Part 11 Section B. All other provisions of the permit remain in effect from the effective date of the permit until expiration. _ Part 11 Page 7 of 11 Permit No. NCS000562 Tier One If: The first valid sampling results are above a benchmark value, or outside of the benchmark range, for anv r)arameter at anv out Then: The permittee shall: 1. Conduct a stormwater management inspection of the facility within two weeks of receiving sampling results. 2. Identify and evaluate possible causes of the benchmark value exceedance. 3. Identify potential and select the specific: source controls, operational controls, or physical improvements to reduce concentrations of the parameters of concern, and/or to bring concentrations within the benchmark range. 4. Implement the selected actions within two months of the inspection. 5. Record each instance of a Tier One response in the SPPP. Include the date and value of the benchmark exceedence, the inspection date, the personnel conducting the inspection, the selected actions, and the date the selected actions were implemented. Tier Two If: During the term of this permit, the first valid sampling results from two consecutive monitoring periods are above the benchmark values, or outside of the benchmark range, for any specific parameter at a s ecific discharge outfall; Then: The permittee shall: 1. Repeat all the required actions outlined above in Tier One. 2. Immediately institute monthly monitoring for all parameters. The permittee shall conduct monthly monitoring at every outfall where a sampling result exceeded the benchmark value for two consecutive samples. Monthly (analytical and qualitative) monitoring shall continue until three consecutive sample results are below the benchmark values or within benchmark range. 3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly monitoring report indicating "No Flow". 4. Benchmark exceedances for a different parameter separately trigger a tiered response. 5. Maintain a record of the Tier Two response and monitoring results in the SPPP. Part II Page 8 of 11 Permit No. NCS000562 Tier Three During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed the benchmark value, or are outside the benchmark range, for any specific parameter at any specific outfall on four occasions, the permittee shall notify the DWQ Regional Office Supervisor in writing within 30 days of receipt of the fourth analytical results. DWQ may, but is not limited to: • require that the permittee revise, increase, or decrease the monitoring frequency for some or all parameters; • require the permittee to install structural stormwater controls; • require the permittee to implement other stormwater control measures; • require the permittee to perform upstream and downstream monitoring to characterize impacts on receiving waters; or • require the permittee implement site modifications to qualify for a No Exposure Exclusion. If a Total Maximum Daily Load (TMDL) is approved for this segment of the Broad River, the permittee may be required to monitor for the pollutant(s) of concern in the future and submit results to the Division of Water Quality. The Division will consider the monitoring results in determining whether additional BMPs are needed to control the pollutant(s) of concern to the maximum extent practicable. If additional BMPs are needed to achieve the required level of control, the permittee will be required to (1) develop a strategy for implementing appropriate BMPs, and (2) submit a timetable for incorporation of those BMPs into the Stormwater Pollution Prevention Plan. Part it Page 9 of 11 Permit No. NCS000562 SECTION C: QUALITATIVE MONITORING REQUIREMENTS The purpose of qualitative monitoring is to quickly evaluate the effectiveness of the permittee's implementation of the SPPP, and to assess new sources of stormwater pollution, and to prompt the permittee's response to observed pollution. Qualitative monitoring of stormwater outfalls must be performed during a measurable storm event. Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of representative outfall status. Qualitative monitoring shall be performed quarterly as specified in Table 4, and concurrent with the required analytical monitoring events. Inability to monitor because of adverse weather conditions must be documented in the SPPP and recorded on the DMR (see Adverse Weather in Definitions). Only SDOs discharging stormwater associated with industrial activity must be monitored. Table 4 Qualitative Monitoring Requirements Discharge Characteristics Frequencyi Monitoring Location2 Color quarterly SDO Odor quarterly SDO Clarity quarterly SDO Floatin Solids quarterly SDO Suspended Solids quarterly SDO Foam quarterly SDO Oil Sheen quarterly SDO Erosion or deposition at the outfall quarterly SDO Other obvious indicators of stormwater pollution . quarterly SDO Footnotes: 1 Measurement Frequency: Four times per year during a measureable storm event. See Table 2 for schedule of monitoring periods through the end of this permitting cycle. The permittee must continue qualitative monitoring throughout the permit renewal process until a new permit is issued. Qualitative monitoring must be continued quarterly, and is not eligible for the semi-annual monitoring frequency under step-down provisions that apply to analytical monitoring. 2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO) regardless of representative outfall status. A minimum of 30 days must separate monitoring dates, unless additional sampling has been instituted as part of other analytical monitoring requirements in this permit. If the permittee's qualitative monitoring indicates that existing stormwater BMPs are ineffective, or that significant stormwater contamination is present, the permittee shall investigate potential causes, evaluate the feasibility of corrective actions, and implement Part 11 Page 10 of 11 Permit No. NCS000562 those corrective actions within 60 days of the qualitative monitoring event. A written record of the permittee's investigation, evaluation, and response actions shall be kept in the SPPP. ve Moni Qualitative monitoring is for the purposes of evaluating the effectiveness of the permittee's implementation of the SPPP, and assessing new sources of stormwater pollution, and prompting the permittee's response to pollution. If the permittee repeatedly fails to respond effectively to correct problems indicated by qualitative monitoring, or if the discharge causes or contributes to a water quality standard violation, DWQ may, but is not limited to: • require that the permittee revise, increase, or decrease the monitoring frequency and parameters (analytical or qualitative) for a specified time period; • require the permittee to install structural stormwater controls; • require the permittee to implement other stormwater control measures; • require the permittee to perform upstream and downstream monitoring to characterize impacts on receiving waters; or • require the permittee implement site modifications to qualify for a No Exposure Exclusion. Part 11 Page 11 of 11 Permit No. NCS000562 PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS SECTION A: COMPLIANCE AND LIABILITY 1. Compliance Schedule The permittee shall comply with Limitations and Controls specified for stormwater discharges in accordance with the following schedule: Existing Facilities already operating but applying for permit coverage for the first time; The Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary containment, as specified in Part 11, Section A, Paragraph 2(b) of this permit, shall be accomplished within 12 months of the effective date of the initial permit issuance. New Facilities applying for coverage for the first time: The Stormwater Pollution Prevention Plan shall be developed and implemented prior to the beginning of discharges from the operation of the industrial activity and be updated thereafter on an annual basis. Secondary containment, as specified in Part II, Section A, Paragraph 2(b) of this permit shall be accomplished prior to the beginning of discharges from the operation of the industrial activity. Existing facilities previously permitted and applying for renewal: All requirements, conditions, limitations, and controls contained in this permit (except revised SPPP elements in a permit renewal) shall become effective immediately upon issuance of this permit. New elements of the Stormwater Pollution Prevention Plan for this permit renewal shall be developed and implemented within 6 months of the effective date of this permit and updated thereafter on an annual basis. Secondary containment, as specified in Part III, Paragraph 2(b) of this permit shall be accomplished prior to the beginning of discharges from the operation of the industrial activity. 2. Duty to Comply The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act (CWA) and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit upon renewal application [40 CFR 122.411. a. The permittee shall comply with standards or prohibitions established under section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(h)(8) of the Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR 122.41(a)(2)] c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent violation, a person shall be Part Il l Page 1 of 9 Permit No. NCS000S62 subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)] d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both. [33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)] e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)] f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North Carolina General Statutes § 143-215.6A] g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to exceed $16,000 per violation, with the maximum amount of any Class 1 penalty assessed not to exceed $37,500. Penalties for Class I I violations are not to exceed $16,000 per day for each day during which the violation continues, with the maximum amount of any Class 11 penalty not to exceed $177,500. [33 USC 1319(g)(2) and 40 CFR 122.41(a)(3)] 3. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment [40 CFR 122.41(d)]. 4. Civil and Criminal Liability Except as provided in Part 111, Section C of this permit regarding bypassing of stormwater control facilities, nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6, or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. S. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. 6. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of Partill Page 2 of9 Permit No. NCS000562 personal rights, nor any infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)]. Severi3bility The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby [NCGS 15013-23]. 8. Duty to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the permit issued pursuant to this permit or to determine compliance with this permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit [40 CFR 122.41(h)]. 9. Penalties for Tampering The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or both [40 CFR 122.41]. 10. Penalties for F 1 if The Clean Water Act provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41]. 11. Onshore or Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 12. Duty to Reapply- If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the permittee must apply for and obtain a new permit [40 CFR 122.41(b)]. SECTION B: GENERAL CONDITIONS Permit Expiration The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date, unless permission for a later date has been granted by the Director. (The Director shall not grant permission for applications to be submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)]. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to enforcement procedures as provided in NCGS §143-215.36 and 33 USC 1251 et. seq. Part Ill Page 3 of 9 Permit No. NCSOOOS62 2. Transfers This permit is not transferable to any person without prior written notice to and approval from the Director in accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary under the CWA [40 CFR 122.41(1)(3), 122,61] or state statute. The Permittee is required to notify the Division in writing in the event the permitted Facility is sold or closed. 3. $jgnatory Requirements All applications, reports, or information submitted to the Permitting issuing Authority shall be signed and certified [40 CFR 122.41(k)]. a. All permit applications shall he signed as follows: (1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official [40 CFR 122.22]. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.221 c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative [40 CFR 122.22] Part III Page 4 of 9 Permit No. NCS000562 d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: 7 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 properlygather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible forgathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility offrnes and imprisonmentfor knowing violations. " 4. Permit Modification, Revocation and Reissuance, or Termination The issuance of this permit does not prohibit the Permit Issuing Authority from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et at. 5. Permit Actions The permit may be modified, revoked and reissued, or terminated for cause. The notification of planned changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)]. 6. Annual Administering and Compliance Monitoring _Fee Requirements The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being billed by the Division. Failure to pay the fee in timely manner in accordance with 15A NCAC 2H .0105(b)(2) may cause this Division to initiate action to revoke the permit SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS 1. Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of this permit [40 CFR 122.41(e)]. Need to Halt or Reduce Not a Uefense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)]. 3. Bypassing of Stormwater Control Facilities Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless: a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is not satisfied if adequate backup controls should have been installed in Part III Page 5 of 9 Permit No. NCS000562 the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and c. The permittee submitted notices as required under, Part III, Section E of this permit. If the Director determines that it will meet the three conditions listed above, the Director may approve an anticipated bypass after considering its adverse effects. SECTION D: MONITORING AND RECORDS Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Analytical sampling shall be performed during a measureable storm event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be taken before the discharge joins or is diluted by any other waste stream, body of water, or substance. Monitoring points as specified in this permit shall not be changed without notification to and approval of the Permit Issuing Authority [40 CFR 122.41(j)]. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information [40 CFR 122.41]: a. The date, exact place, and time of sampling or measurements; b. The individual(s) who performed the sampling or measurements; c. The date(s) analyses were performed; d. The individual(s) who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 3. Flow Measurements Where required, appropriate now measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136.. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. Representative Outfall If a facility has multiple discharge locations with substantially identical stormwater discharges that are required to be sampled, the permittee may petition the Director for representative outfall status. If it is established that the stormwater discharges are substantially identical and the permittee is granted representative outfall status, then sampling requirements may be performed at a reduced number of outfalls. Part III Page 6 of 9 Permit No. NCS000562 6. Records Retention Visual monitoring shall be documented and records maintained at the facility along with the Stormwater Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The permittee shall retain records of all monitoring information, including o all calibration and maintenance records, o all original strip chart recordings for continuous monitoring instrumentation, o copies of all reports required by this permit, o copies of all data used to complete the application for this permit These records or copies shall be maintained for a period of at least 5 years from the date of the sample, measurement, report or application. This period may be extended by request of the Director at any time [40 CFR 122.41]. Inspection and Entry The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director), or in the case of a facility which discharges through a municipal separate storm sewer system, an authorized representative of a municipal operator or the separate storm sewer system receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to; a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this permit; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit; c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41(i)]. SECTION E: REPORTING REQUIREMENTS Discharge Monitoring R Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on Discharge Monitoring Report (DMR) forms provided by the Director. DMR forms are available on the Division's website (httR//aortal.ncdenr.org/web/wq/ws/emu/n dp essw). Submittals shall be delivered to the Division no later than 30 days from the date the facility receives the sampling results from the laboratory. When no discharge has occurred from the facility during the report period, the permittee is required to submit a discharge monitoring report, within 30 days of the end of the specified sampling period, giving all required information and indicating "NO FLOW" as per NCAC T15A 0213.0506. If the permittee monitors any pollutant more frequently than required by this permit using test procedures approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate instrument governing the discharge, the results of such monitoring shall be included in the data submitted on the DMR. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring Report form provided by the Division and shall retain the completed forms on site. Qualitative monitoring results should not be submitted to the Division, except upon DWQ's specific requirement to do so. Qualitative Monitoring Report forms are available at the website above. Part III Page 7 of 9 Permit No. NCS000562 Submitting Reports Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to: Central Files Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 3. Availability of Report Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division. As required by the Act, analytical data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section 309 of the Federal Act 4. Non-Stormwater Discharges If the storm event monitored in accordance with this permit coincides with a non-stormwater discharge, the permittee shall separately monitor all parameters as required under all other applicable discharge permits and provide this information with the stormwater discharge monitoring report. 5. Planned Changes The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted facility which could significantly alter the nature or quantity of pollutants discharged [40 CFR 122.41(1)]. This notification requirement includes pollutants which are not specifically listed in the permit or subject to notification requirements under 40 CFR Part 122.42 (a). 6. Anticipated Noncompliance The permittee shall give advance notice to the Director of any planned changes at the permitted facility which may result in noncompliance with the permit [40 CFR 122.41(1)(2)]. 7. ills The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as defined in Part IV of this permit. Additionally, the permittee shall report spills including: any oil spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25 gallons that cannot he cleaned up within 24 hours. 8. Bypass Notice [40 CFR 122.41(m)(3)1: a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and affect of the bypass . b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an unanticipated bypass. Twenty-four Hour Reporting a. The permittee shall report to the central office or the appropriate regional office any noncompliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes aware of the circumstances. Part Il l Page 8 of 9 Permit No. NCS000562 The written submission shall contain a description of the noncompliance, and its causes, the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR 122.41(1)(6)]. b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral report has been received within 24 hours. c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. 10. Other Noncompliance The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time monitoring reports are submitted (40 CFR 122.41(l)(7)]. 11. Other Information Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122.41(1)(8)]. Part Il I Page 9 of 9 NCS000562 PART IV DEFINITIONS 1. Act See Clean Water Act. 2. Adverse Weather Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical. When adverse weather conditions prevent the collection of samples during the sample period, the permittee must take a substitute sample or perform a visual assessment during the next qualifying storm event. Documentation of an adverse event (with date, time and written narrative) and the rationale must be included with your SPPP records. Adverse weather does not exempt the permittee from having to file a monitoring report in accordance with the sampling schedule. Adverse events and failures to monitor must also be explained and reported on the relevant DMR. Allowable Non-Stormwater Discharges This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the stormwater conveyance system are: a. All other discharges that are authorized by a non-stormwater NPDES permit. b. Uncontaminated groundwater, foundation drains, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from footing drains, flows from riparian habitats and wetlands. c. Discharges resulting from fire -fighting or fire -fighting training, or emergency shower or eye wash as a result of use in the event of an emergency. 4. Best Management Practices fBMPs Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the form of a process, activity, or physical structure. More information on BMPs can be found at: http: //cfpub.epa.gov/npdes/stormwater/menuofbmp2s/index.cfm. S. Bypass A bypass is the known diversion of stormwater from any portion of a stormwater control facility including the collection system, which is not a designed or established operating mode for the facility. 6. Bulk Storage of Liquid Products Liquid raw materials, manufactured products, waste materials or by-products with a single above ground storage container having a capacity of greater than 660 gallons or with multiple above ground storage containers located in close proximity to each other having a total combined storage capacity of greater than 1,320 gallons. 7. Certificate of Coverage The Certificate of Coverage (COC) is the cover sheet which accompanies a General Permit upon issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under the permit and is signed by the Director. 8, Clean Water Act The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et. seq. 9. Division or DWO The Division of Water Quality, Department of Environment and [Natural Resources. Part IV Page 1 of 4 Permit No. NCSOOOS62 10. Director The Director of the Division of Water Quality, the permit issuing authority. 11. EM The North Carolina Environmental Management Commission. 12. Grab Sample An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively or qualitatively) must be taken within the first 30 minutes of discharge. 13. Hazardous Substance Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 14. Landfill A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land treatment facility, a surface impoundment, an injection well, a hazardous waste long-term storage facility or a surface storage facility. 15. Measureable Storm Event 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 may not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and obtains approval from the local DWQ Regional Office. Two copies of this information and a written request letter shall be sent to the local DWQ Regional Office. After authorization by the DWQ Regional Office, a written approval letter must be kept on site in the permittee's SPPP. 16, Municipal parate Storm Sewer System A stormwater collection system within an incorporated area of local self-government such as a city or town. 17. No Exposure A condition of no exposure means that all industrial materials and activities are protected by a storm resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff. Industrial materials or activities include, but are not limited to, material handling equipment or activities, industrial machinery, raw materials, intermediate products, by-products, final products, or waste products. DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a facility complies with the terms and conditions described in 40 CFR §122.26(g). 18. Notice f Intent The state application form which, when submitted to the Division, officially indicates the facility's notice of intent to seek coverage under a General Permit. 19. Permit Issuing Authority The Director of the Division of Water Quality (see "Director" above). 20. Permittee The owner or operator issued this permit. Part IV Page 2 of 4 Pages Permit No. NCS000562 21. Point Source Discharge of Stormwater Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch, channel, tunnel, conduit, well, or discrete Fissure from which stormwater is or may be discharged to waters of the state. 22. Representative Outfall Status When it is established that the discharge of stormwater runoff from a single outfall is representative of the discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status allows the permittee to perform analytical monitoring at a reduced number of outfalls. 23. Secondary Containment Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event. 24. Section 313 Water Priority Chemical A chemical or chemical category which: b. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right - to -Know Act of 1986; c. Is present at or above threshold levels at a facility subject to SARA title 11I, Section 313 reporting requirements; and d. Meets at least one of the following criteria: i. Is listed in appendix D of 40 CFR part 122 on Table 11 (organic priority pollutants), Table III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and hazardous substances); ii. Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CFR 116.4; or iii. Is a pollutant for which EPA has published acute or chronic water quality criteria. 25. Severe Property Damage Substantial physical damage to property, damage to the control facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. 26. Significant Materials Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. 27. Significant Spills Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section 102 of CERCLA (Ref: 40 CFR 302.4). 28. Stormwater Discharge Outfall CaDO 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. Part 1V Page 3 of 4 Pages Permit No. NCS000562 29. Stormwater Runoff The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowmelt. 30. Stormwater AsFQriated with Industrial Activity The discharge from any point source which is used for collecting and conveying stormwater and which is directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded from the NPDES program. 31. Stormwater Pollution Prevention Plan A comprehensive site -specific plan which details measures and practices to reduce stormwater pollution and is based on an evaluation of the pollution potential of the site. 32. Total Maximum Daily Load (TMDL) TMDLs are written plans for attaining and maintaining water duality standards, in all seasons, for a specific water body and pollutant. A list of approved TMDLs for the state of North Carolina can be found at http:1/portal.ncdenr.org/web/wg/ps/mru/�dl. 33. Toxic Pollutant Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act. 34. Vehicle Maintenance Activity Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport deicing operations. 35. Visible SgdimentatiOD Solid particulate matter, both mineral and organic, that has been or is being transported by water, air, gravity, or ice from its site of origin which can he seen with the unaided eye. 36, 25-year, 24 hour Storm Event The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years: Part IV Page 4 of 4 Pages TIMOTHY R. BASILONE Vice President - Enuhconrentnl Affairs 4955 STEUBENVILLE PINE WWW.HoR5EHEAD.NET 724.773.2223 SUITE 405 YGASILONE®HORSEHEAD.NET 412.788.4526 LPITTv BUROH, PA 15203 September 19, 2012 Mr. Ken Pickle, Environmental Engineer North Carolina Department of Environment and Natural Resources Division of Water Quality Stormwater Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 RE: Draft Industrial Stormwater NPDES Permit Horsehead Corporation Zinc Production Facility Rutherford County, North Carolina Dear Mr. Pickle: r t' r 1 =�� CORPORATION Lending the World ire Zinc Recycling Thank you for the opportunity to comment on the Draft Industrial Stormwater NPDES Permit (Draft Permit) you provided on June 29, 2012. Furthermore, thank you for your continuing effort in working with us to develop this permit, and providing time for meetings and telephone conferences to discuss our permit application and the subject permit. Our comments on the Draft Permit, the Staff Review and Evaluation Form (Staff Review Form), and the Regional Office comments are provided below. These comments summarize our discussions, and are responsive to your requests from the conference call with you and the Regional Office on September 14,.2012, and comments provided earlier in e-mails to you. The overriding storm water management concept is to capture and control the disposition of all storm water falling into the operating area. This system is to prevent the uncontrolled discharge of potential pollutants to the discharge stream. The physical facility is being designed to support this concept, and operating procedures will be developed to ensure management controls are documented and implemented. The first preference is to use the water in the operation, and as a second preference, only as necessary, to direct the water to the site storm water discharge. The facility is designed to capture and contain all storm water that falls within the operating area of the site. This design will contain rainwater falling in this area during the 100 year 24 hour storm event. Water captured in the area will be managed in one of three ways, as follows: If part of an individual (isolated) basin, water will be placed directly into the process or a tank within that production area, Routed to the process water management system, or used to partially displace process water (finished water provided by the Town) used by the operation, ■ Sampled and analyzed before discharge to the storm water outfall system. Storm water falling in areas outside the operating area and from rooftops, parking areas and landscaped areas will be discharged directly to the storm water outfall during the storm event. Details of this system are being developed and will be incorporated_ as part of the site operating procedures, and the Storm Water Pollution Prevention Plan (SWPPP). A map and table describing this system will be provided once the system design is completed. Comments on the Draft Permit, Staff Review Form and the Regional Office Comments are addressed below. Comments on the Staff Review Form Page 1 Type of Activity and Pa e 2 Description of Activity The reference to receiving waste is incorrect. The facility will receive zinc oxide as raw material for the process which is a product manufactured at other Horsehead facilities. Zinc oxide feed material contains some lead and cadmium, in addition to zinc. The reference to silver should be eliminated, since it is a very minor component of zinc oxide. Page 1, Special Permitting Issues, Risk Considerations, Location The assigned rating b is excessive for risk due to the site location. Since this is a new facility, the existing impairment mentioned in this section is a pre-existing condition located downstream and cannot be attributed to the new facility. Based on the actual conditions, the rating should be in the low range of the risk scale. Pa eg 1, Special Permitting Issues, Risk Considerations, Other Factors The assigned rating 10 is excessive for risk considering other factors. This is a new facility that is specifically designed, as described above, to prohibit stormwater contamination. To the contrary of the statement "proper operator actions to a larger than normal degree" and other factors mentioned, during our discussions you indicated design of the stormwater management systems for this plant are exceptional. The design includes a stormwater management system whereby discharge of storm water from the operating area is not possible without specific action based on management authorization to release the water. If the agency's risk determination is to be used as a basis for permit decisions, the true risk of stormwater pollution from the site needs to be described. Our design presents less than normal risks for most industrial sites. Based on the actual conditions, the rating should be in the low range of the risk scale. 2 Page 3, General Observations It would be appropriate to mention the level of stormwater control, and design of the facility to manage stormwater, which reduces and possibly eliminates risk of stormwater pollution from the operation. Page-3, Permit Recommendations Item 1 Analytical Monitoring — Although we agree with quarterly sampling, and note that this is more fi-equent monitoring than most standard industrial stormwater permits, we do not agree with the reasons cited for proposing the frequency. The risk factors are actually less than most industrial sites based on the design of the facility to prohibit stormwater pollution, and the potential for discharge of entrained contaminants from the operation. The facility should be a candidate for "no exposure" status based on the design for stormwater control. Quarterly sampling is appropriate within the context of an evaluation monitoring period; however, we believe that once a baseline is established and the plant begins operating the monitoring will demonstrate the effectiveness of the stormwater controls. Item 3, Analytical Monitoring Parameters -- a. Metals: The description provided should be eliminated and replaced with the following statement - Zinc, lead and cadmium are the most appropriate metals for monitoring purposes since these are the most abundant of the metals in the operation's feedstock. If there is an impact from process materials on stormwater, these metals are the most likely to be detected. b. Organics: Please eliminate the reference to kerosene or kerosene -like petroleum product. More appropriately, please reference the hydrocarbon material used in the process as "hydrocarbon solution". The hydrocarbon solution is a key process ingredient. Monitoring for Oil & Grease is appropriate. c. Conventional Pollutants: TSS and pH are appropriate; TN and TP seem excessive with respect to the operation, Please eliminate these parameters. Item 4, Benchmarks — We discussed benchmarks and their use during our last teleconference on September 14, 2012. The use of benchmarks is not appropriate for this new facility, which is designed to prohibit stormwater pollution from the operation. Instead, we propose quarterly monitoring with samples collected at the stormwater outfall to the Broad River and analyzed for parameters as mentioned in the section above. We propose the permit be written to require "monitoring only" for the first two years of the operation. Information obtained for the first eight quarters of operation should be recorded and summarized in a report to support a recommendation for either a stormwater permit containing benchmark levels established based on potential impact to the Broad River, or a "no exposure" application and site status. The report would be submitted to the agency following the two year period of evaluation for review by DWQ. Based on this report the permit can be revised accordingly, or eliminated if the "no exposure" scenario is justified. The report would provide the raw data, an evaluation of the potential impact to the receiving waters based on the monitoring data and the conditions of the Broad River at the time of sampling, a recommendation on the need for benchmarks at this site, if appropriate a recommendation for the benchmark parameters and levels, and an evaluation of the site for "no exposure" status. If the "no exposure" scenario applies, an application for this status will be provided with the report. Since this is a new plant with no prior history available, and the design of the plant is such that stormwater is contained and controlled in areas of the operation, we believe the proposed approach allows for information to be gathered after the plant begins operating that will serve as a basis for developing a permit for the operation or justifying a "no exposure" scenario. Comments on the Draft Permit Part II Page 2 of 11 b Secondary Containment Requirements and Records The later portion of this section should be eliminated beginning on the seventh line and following the words "areas shall be maintained." You have indicated during prior meetings, calls and communications that the permit will not require anything on internal monitoring, but will rely entirely on discharge point monitoring for regulatory purposes. Specific conditions provided on internal monitoring for captured water are inconsistent with these prior discussions. Pail It Page S of 11, Section B: Analytical Monitoring Requirements Please see the above sections in the Staff Evaluation discussing the Analytical Monitoring Requirements. Benchmarks and their use in the permit should be eliminated, including the tiered approach for monitoring. Instead, Horsehead is proposing a "Monitor Only" status for the facility for two years (eight quarters) following startup. Monitoring will be conducted at the discharge point to the Broad River and include collection and analysis of samples for Zinc, Lead, Cadmium, Oil & Grease, TSS, and pH. Monitoring results over this period of time will be used to evaluate the effectiveness of the facility design and stormwater management scheme, which is 4 based on a strategy to prohibit stormwater discharge containing contaminants from the operation. As noted, the monitoring results obtained over the eight quarters will be summarized in a report for submittal to the DWQ, and in support of a revised stormwater pern-At with benchmark levels established based on potential impact to receiving waters, or a "no exposure" status. Part II Page 10 of 11 Section D: On -site Vehicle Maintenance Monitoring Requirements Please eliminate this section; there is no vehicle maintenance facility or activity that will be conducted on site. Comments on the Regional Office Comments Require SWPPP to be developed for startup — An SWPPP will be developed for the site prior to startup of the facility. Address failure modes with a back-up plan identifying management actions in res once to atypical operating conditions — The SWPPP to be developed prior to plant startup will address this matter. Add chlorides to the sampling scheme — Based on the proposed approach for stormwater management and the sampling scheme and parameters described above, this monitoring wilt provide sufficient data to assess stormwater from the facility site, Monitoring for chlorides will add no additional benefits and is not justified. Add quarterly acute toxicity testing to the sampling scheme — The level of stormwater management on this site is extensive and well beyond anything required under any other permit for facilities in North Carolina. Aquatic Whole Effluent Testing is not a standard industrial stormwater requirement. Application to a site with control systems as described above is not reasonable. The inclusion of toxicity testing is unsupportable and inappropriate. Provide a "step-down" in analyticat testing from quarterly to 2/yr after 3 years, conditional on results — In consideration of the proposed approach to monitoring, this should be evaluated based on results from the quarterly sampling over two years, along with the evaluation of a "no exposure" status for the site. 5 Per your request during our telephone conference on September 14, 2012,1 have attached a site plan showing the stormwater route to the River, including the stormwater basin adjacent to the River. We appreciate the opportunity to review the permit and the agency's supporting documentation and comments. We are available to meet at your office to discuss this permit application with you at your convenience. We look forward to discussing this information with you and to reviewing a revised draft of the permit, based on our comments. As discussed on many occasions it is to our best interest to have this permit issued in the shortest timeframe possible. Thank you for your continued support and consideration. Sincerely, Timothy R. Basilone Enc. cc Forest Westall, McGill Associates z DISCHARGE TO BROAD RIVER U o < �[75 z NoRr� ON -SITE STORMWATER SYSTEM COLLECTION MANHOLEZ. xo 0 �a CSX RAILROADLu SEDIMENT / ¢�4� I�` 11 a STORMWATER w i FE7 BASIN I ANDS s� ; 1�G Z w I W � +ill Ai} ��. A W o o n." HORSE'1EAD CORPORATION SITE ;I'' i O I" f UTILITY CORRIDOR WITH 54 STORMWATER PIPE Q p o 2,720 L.F. Tf`. ri00 o 1 rr, w rn e $ W U LIJ E_ � 04 w Q U FIGURE NCS000562 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE STORMWATER UNDER THE In compliance with the provisions of North Carolina'General'Statute 143-215.1, other lawful standards and regulations promulgated and'adopted by the North Carolina Environmental Management Commission, and,the,Federal'Water Pollution Control Act, as amended, Horselieadporation is hereby authorized to disch�rge�stormwater from a facility located at Ruth�cl,County Production Facility L/ State Route 221 Forest City, North Carolina Rutherford County to receiving waters designated as the Broad River, a class C water in the Broad River Basin, in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in Parts I, II, Ili, and IV hereof. Note: Draft Permit Dates are Approximate This permit shall become effective September 4, 2012. This permit and the authorization to discharge shall expire at midnight on August 31, 2017. Signed this day September 4, 2012. for Charles Wakild, P.E., Director Division of Water Quality By the Authority of the Environmental Management Commission Permit No. NCS000562 PART I Section A: Section B: Section C: Fg.-Tiffiff Section A: Section B: Section C: Section D; TABLE OF CONTENTS INTRODUCTION Individual Permit Coverage Permitted Activities Location Map MONITORING, CONTROLS, AND LIMIT -AT DISCHARGES Stormwater Pollution PreventioWPlan, Analytical Monitoring Requirements Qualitative M onitorin-gaRe, qut`r_efinents PERMITTED On -Site Vehicle Maintenance Monitoring Requirements PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS Section A: Compliance and Liability 1. Compliance Schedule 2. Duty to Comply 3. Duty to Mitigate 4. Civil and Criminal Liability 5. Oil and Hazardous Substance Liability 6. Property Rights 7. Severability 8. Duty to Provide Information 9. Penalties for Tampering 10. Penalties for Falsification of Reports 11. Onshore or Offshore Construction 12. Duty to Reapply Permit No. NCS000562 Section B: General Conditions 1. Permit Expiration 2. Transfers 3. Signatory Requirements 4. Permit Modification, Revocation and Reissuance, or Termination S. Permit Actions 6. Annual Administering and Compliance Monitoring Fee Requirements Section C: Operation Maintenance Pollutio C' 1. and of ontrols Proper Operation and Main to lAce 2. Need to Halt or Reduce Not;a Defense el\ -\, 3. Bypassing of Stormwater'Control Facilities Section D: Monitoring and Records 1. Representative., ampling 2. Record g,Results� V n� 3. Flow Measurements 4. Test,Procedures 5. Representative Outfall 6. Recoi ds•Retention 7. Inspection and Entry Section E: Reporting Requirements 1. Discharge Monitoring Reports 2. Submitting Reports 3. Availability of Reports 4. Non-Stormwater Discharges S. Planned Changes 6. Anticipated Noncompliance 7. Spills 8. Bypass 9. Twenty-four Hour Reporting 10. Other Noncompliance 11. Other Information PART IV DEFINITIONS Ill Permit No. NCS000562 PART I INTRODUCTION SECTION A: INDIVIDUAL PERMIT COVERAGE During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge stormwater associated with industrial activity. Such discharges shall be controlled, limited, and monitored as specified in this permit. If industrial materials and activities are not exposed to precipitation or runoff as described in 40 CFR §122.26(g), the facility may qualify for a No Exposure Exclusion from NPDES stormwater discharge permit requirements. Any ovne`or` perator wishing to obtain a No Exposure Exclusion must submit a No Exposure Certification,Notice of Intent (N1) form to If // \ N// m the Division; must receive approval by the Division;ust mantain no exposure conditions unless authorized to discharge under a valid NP E- stormwater permit; and must recertify the No Exposure Exclusion annually. SECTION B: PERMITTED ACTIVITIES/ Until this permit expires or is•modified or.`evoked, the permittee is authorized to discharge stormwater to the surface waters of North,Carolina that has been adequately treated and managed in accordance with,the erms and conditions of this permit. All stormwater discharges shall be in accordance with the conditions of this permit. Any other point source discharge to surface waters of the state is prohibited unless it is an allowable non-stormwater discharge or is covered by another permit, authorization, or approval. The stormwater discharges allowed by this permit shall not cause or contribute to violations of Water Quality Standards. This permit does not relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. Part] Pagel of 2 SECTION C: LOCATION MAP Permit No. NCSOOOS62 :-T I r j �A -7, 4-, 2 4L '14 __N�l 111 V d Corporation Horsehea Ny_ t 7� r )"M 11 - zl"X Co 17 2-7-R P w fi n "- —4/1 M r V % V A, NCS000562 N w S map scale 1.24,000 Horsehead Corporation Rutherford County Facility Latitude: 35" 11'36N Longffijde:81* 50'59"W CoLuty: Ruftwford County Receiving Stream: Broad River Seam Class: C Sub4kk9n: 03-08-02 Broad Rjww Basin Facility Location Part I Page 2 of 2 Permit No. NCSOOOS62 PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES SECTION A: STORMWATER POLLUTION PREVENTION PLAN The permittee shall develop and implement a Stormwater Pollution Prevention Plan (SPPP). The SPPP shall be maintained on site. The SPPP is public information in accordance with Part III, Standard Conditions, Section E, paragraph 3 of this permit. The SPPP shall include, at a minimum, the following items: Site Overview. The Site Overview shall provide a description of the physical facility and the potential pollutant sources that have the potent \to c n tribute to contamination of stormwater discharges. The Site O,v _iew shall contain the following: (a) A general location map (USGS quadrangle4rnap o `ppropriately drafted equivalent map) showing the facility's location in relation`to transportation routes and surface waters; the name of the receiving waters ro�whieh the stormwater outfalls discharge; and accurate latitude andilongitude of the points of stormwater discharge associated with industrial activity/The(general location map (or alternatively the site map) shall identify w"`hethe� any receiving waters are impaired (on the state's 303(d) list of impaired waters) o ifthe site is located in a watershed for which a TMDL has been established and'wb_at the parameters of concern are. (b) A narrative description of brage practices, loading and unloading activities, outdoor process areas, dust -or particulate generating or control processes, and waste disposal practices. narrative description of the potential pollutants that could be expected to be present in the stormwater discharge from each outfall. (c) A site map drawn at a scale sufficient to clearly depict: the site property boundary; the stormwater discharge outfalls; all on -site and adjacent surface waters and wetlands; industrial activity areas (including storage of materials, disposal areas, process areas, loading and unloading areas, and haul roads); site topography and finished grade; all drainage features and structures; drainage area boundaries and total contributing area for each outfall; direction of flow in each drainage area; industrial activities occurring in each drainage area; buildings; stormwater Best Management Practices (BMPs); and impervious surfaces. The site map must indicate the percentage of each drainage area that is impervious, and the site map must include a graphic scale indication and north arrow. (d) A list of significant spills or leaks of pollutants during the previous three (3) years and any corrective actions taken to mitigate spill impacts. (e) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The permittee shall re -certify annually that the Part II Page 1 of 11 Permit No. NCSOOOS62 a A- stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The certification statement will be signed in accordance with the requirements found in Part III, Standard Conditions, Section B, Paragraph 3. 2. Stormwater Management Strategy. The Stormwater Management Strategy shall contain a narrative description of the materials management practices employed which control or minimize the stormwater exposure of significant materials, including structural and nonstructural measures. The Stormwater Management Strategy, at a minimum, shall incorporate the following: (a) Feasibility Study. An annual review by site management of the technical and economic feasibility of changing the methods of operations and/or storage practices to eliminate or reduce exposure of materials and processes to rainfall and run-on flows. Wherever practical, the permittee shall prevent exposure of storage areas, I // \ \�/ material handling operations, manufacturing, -and fueling.operations. In areas where elimination of exposure and/or preventibn of run-on contact are not practical, the Feasibility Study shall document the basis for the management decision that such controls are not feasible. V (b) Secondary Containment Requiritnetrts a6d Records. Secondary containment is required for: bulk storage of liquid materials; storage in any amount of Section 313 of Title III of the Superfund`gmendme t and Reauthorization Act (SARA) water priority chemicals; and storage in any amount of hazardous substances, in order to prevent leaks and spills'fromcontaminating stormwater runoff. A table or summary of all such tanks and/stored materials and their associated secondary containment areas shall be maintained. If -the secondary containment devices are connected to stormwater conveyanc se ystems, the connection shall be controlled by manually activated valves or other similar devices (which shall be secured closed with a locking mechanism). Any stormwater that accumulates in containment areas shall L be at a minimum visually observed for color, foam, outfall staining, visible sheens and dry weather flow, prior to release of the accumulated stormwaters. In addition, for containment installed for areas with the potential far metal solutions or petroleum hydrocarbons, the permittee shall conduct analytical monitoring to detect the unanticipated presence of such materials. Accumulated stormwater maybe released if found to be uncontaminated by any material. Records documenting the individual making the observation or analyses, the visual and analytical description of the accumulated stormwaters, and the dates and times of the releases shall be kept for a period of five (S) years. (c) BMP Summary. A listing of site structural and non-structural Best Management Practices (BMPs) shall be provided. The installation and implementation of BMPs shall be based on the assessment of the potential for sources to contribute significant quantities of pollutants to stormwater discharges and on data collected through monitoring of stormwater discharges. The BMP Summary shall include a written record of the specific rationale for installation and implementation of the Part 11 Page 2 of 11 Permit No. NCS000562 selected site BMPs. The BMP Summary shall be reviewed by site management and updated annually. 3. Spill Prevention and Response Procedures. The Spill Prevention and Response Procedures (SPRP) shall incorporate an assessment of potential pollutant sources based • on a materials inventory of the facility. Site management shall identify facility personnel responsible for implementing the SPRP in a written list incorporated into the SPRP along with dated signatures by each individual acknowledging his or her responsibilities under the SPRP. A responsible person shall be on -site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations. The SPRP must be site stormwater specific. Therefore, an oil Spill Prevention Control and Countermeasure plan (SPCC) may be a component oPthe` RP, but may not be sufficient to completely address the stormwater aspectsof the SPRP. The common elements of the SPCC with the SPRP may be ineorporated.b e�ference into the SPRP. 4. Preventative Maintenance and Good Ho maintenance and good housekeeping pr The program shall address all stormwa i discharge outfalls, all on -site and adjace! activity areas (including material storag process areas, loading andlunloading ap structures, and existing structural,BM;Ps inspections, maintenar as well as facility equip for stormwater exposu h pbig,Program. A preventative Il be developed and implemented. systems (if applicable), stormwater waters and wetlands, industrial =_'yeas, material handling areas, disposal areas, gas, and haul roads), all drainage features and � The program shall establish schedules of ping activities of stormwater control systems, t, facility areas, and facility systems that present a potential stormwater pollution where not already addressed under another element of the - SPPP.!Inspection of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program. Timely compliance with the established schedules for inspections, maintenance, and housekeeping shall be recorded and maintained in the SPPP. Facility Inspections. Inspections of the facility and all stormwater systems shall occur as part of the Preventative Maintenance and Good Housekeeping Program at a minimum on a semi-annual schedule, once during the first half of the year (January to June), and once during the second half (July to December), with at least 60 days separating inspection dates (unless performed more frequently than semi-annually). These facility inspections are different from, and in addition to, the stormwater discharge characteristic monitoring at the outfall required in Part lI B, C, and D of this permit. 6. Employee Training. Training programs shall be developed and training provided at a minimum on an annual basis for facility personnel with responsibilities for: spill response and cleanup, preventative maintenance activities, and for any of the facility's operations that have the potential to contaminate stormwater runoff. The facility personnel responsible for implementing the training shall be identified, and their annual training shall be documented by the signature of each employee trained. Part II Page 3 of 11 Permit No. NCS000562 7. Responsible Party. Site management shall identify, and the SPPP shall document, a specific position or positions responsible for the overall coordination, development, implementation, and revision of the SPPP. Responsibilities for all components of the SPPP shall be documented and position assignments provided. 8. SPPP Amendment and Annual Update. The permittee shall amend the SPPP whenever there is a change in design, construction, operation, site drainage, maintenance, or configuration of the physical features which may have a significant impact on the potential for the discharge of pollutants to surface waters. All aspects of the SPPP shall be reviewed and updated on an annual�basis. The annual update h 11' 1 d llth ' ' ' t � � a inc u e a I-- aspects require d�mme d�a e The Director may notify the.I minimum requirements of'th shall submit a time schedule requirements. The permitte( Part III, Standard Condit -ions, have been made. )ermittee wlie�tlie SPPP does not meet one or more of the e permit�Within 30 days of such notice, the permittee to the Director for modifying the SPPP to meet minimum hs a`ll provide certification in writing (in accordance with Section B, Paragraph 3) to the Director that the changes 11 9. SPPP Implementation. The permittee shall implement the Stormwater Pollution Prevention Plan and all appropriate BMPs to prevent contaminants from entering surface waters via Stormwater. Among other actions identified herein, implementation of the SPPP shall include the documentation of: all monitoring, measurements, inspections, maintenance activities, and training provided to employees, including the log of the sampling data and of actions taken to implement BMPs associated with the industrial activities, including vehicle maintenance activities. Such documentation shall be kept on -site for a period of five (5) years and made available to the Director or the Director's authorized representative immediately upon request. Part II Page 4 of 11 Permit No. NCSOOOS62 SECTION B: ANALYTICAL MONITORING REQUIREMENTS Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All analytical monitoring shall be performed during a measureable storm event at each stormwater discharge outfall (SDO). Only SDOs discharging stormwater associated with industrial activity must be sampled (See Definitions). 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. See Definitions. Table 1. Anal Y g q tical Monitorin Re uiremeiits Discharge Characteristics Units Measurement Fre uenc 1 Sample Type2 Sample Location3 Total Suspended Solids m L rterly Grab SDO Total Nitrogen mg f // )f quarterly Grab SDO Total Phosphorus /rri � Lp_ �// quarterly Grab SDO Zinc, Total Recoverable \gym_ L_ V quarterly Grab SDO Lead, Total Recoverable � � �in\ quarterly Grab SDO Silver, Total Recoverable )f m L quarterly Grab SDO Non -polar Oil & Grease/TPffl� EPA Method 1664 SGT-HEMI - m L g� quarterly Grab SDO H standard quarterly Grab SDO Total Rainfall4 inches quarterly Rain Gauge - Footnotes: 1 Measurement Frequency: Four times per year during a measureable storm event 2 Grab samples shall be collected within the first 30 minutes of discharge. 3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO). 4 For each sampled measureable storm event, the total precipitation must be recorded. An on -site rain gauge or local rain gauge reading must be recorded. The permittee shall complete the analytical samplings in accordance with the schedule specified below in Table 2, unless adverse weather conditions prevent sample collection (see Adverse Weather in Definitions). A minimum of 30 days must separate successive sample events, unless monthly monitoring has been instituted under a Tier Two response. Inability to sample because of adverse weather conditions must be documented in the SPPP and recorded on the DMR. The permittee must report the results from each sample taken within the monitoring period (see Part III, Section E). Part II Page S of 11 Permit No. NC5000562 Table 2. Monitoring Schedule Monitoring periodl,2 Sample Number Start End Year 1- Period 1 1 September 4, 2012 December 31, 2012 Year 1 - Period 2 2 January 1, 2013 March 31, 2013 Year 1- Period 3 3 April 1, 2013 June 30, 2013 Year 1 - Period 4 4 July 1, 2013 September 30, 2013 Year 2 - Period 1 5 October 1, 2013 December 31, 2013 Year 2 - Period 2 6 January 1, 2014 March 31, 2014 Year 2 - Period 3 7 April 1, 2014 June 30, 2014 Year 2 - Period 4 8 July 1, 2014,,> September 30, 2014 Year 3 - Period 1 9 October 1, 2'614 December 31, 2014 Year 3 - Period 2 10 January/ 2-Q15✓ March 31, 2015 Year 3 - Period 3 11 April', 2015--" June 30, 2015 Year 3 - Period 4 12 1KRy�j,`2015 September 30, 2015 Year 4 - Period 1 13 /October`,/Z015 December 31, 2015 Year 4 - Period 2 14 ,Jan`uary 1, 2016 March 31, 2016 Year 4 - Period 3 15 1, 2016 June 30, 2016 Year 4 - Period 4 /16 (_;-Zjuly 1, 2016 September 30, 2016 Year 5 - Period 1 \17\ �, October 1, 2016 December 31, 2016 Year 5 - Period 28 v January 1, 2017 March 31, 2017 Year 5 - Period 3 %I 19 }/✓ April 1, 2017 June 30, 2017 Year 5 - Period 4 20 ' July 1, 2017 August 31, 2017 Footnotes: �;� 1 Maintain quarterly monitoring until either another permit is issued for this facility or until this permit is revoked or rescinded. The permittee must submit an application for renewal of coverage before the submittal deadline (180 days before expiration) to be considered for renewed coverage under the permit. The permittee must continue analytical monitoring throughout the permit renewal process, even if a renewal permit is not issued until after expiration of this permit. 2 If no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow" or "No Discharge" within 30 days of the end of the sampling period. Failure to monitor quarterly per the permit terms immediately institutes monthly monitoring for all parameters, upon the next measureable storm event. After six (6) months of monthly monitoring, the permittee may return to a quarterly sampling monitoring schedule, unless DWQ requires continued monthly monitoring or benchmark exceedances prompt a "Tier Two" response. "No discharge" from an outfall during a monitoring period does not constitute failure to monitor, as long as it is properly reported. The permittee shall compare monitoring results to the benchmark values in Table 3. The benchmark values in Table 3 are not permit limits, but should be used as management guidelines for the permittee's responsive implementation of the Stormwater Pollution Prevention Plan (SPPP). Exceedances of benchmark values require the permittee to increase monitoring, and/or increase management actions, and/or increase record keeping, and/or Part II Page 6 of 11 Permit No. NCS000562 install stormwater Best Management Practices (BMPs) in a tiered program. See the descriptions of Tier One, Tier Two, and Tier Three response actions below. Table 3. Benchmark Values for Analvtical Monitorine Discharge Characteristics Units Benchmark Total Suspended Solids mg/L 100 Total Nitrogen mg/L 30 Total Phosphorus mg/L 2 Zinc, Total Recoverable mg/L 0.067 Lead, Total Recoverable mg/L 0.03 Silver, Total Recoverable Non -polar Oil & Grease/TPH [EPA Method 1664 (SGT-HEM)] mg/re mg/� 0.001 15 pH ,stQnd'ard 6-9 Tier One If: The first valid sampling results ar\ee above\benchmark value, or outside of the benchmark range, for anv Darameter at anv outfall:/ \ Then: The permittee shall: dnagemk�inspection 1. Conduct a stormwater of the facility within two weeks of receiving sampling results. 2. Identify and evaluate possible causes of the benchmark value exceedance. 3. Identify potential and select the specific: source controls, operational controls, or physical improvements to reduce concentrations of the parameters of concern, and/or to bring concentrations within the benchmark range. 4. Implement the selected actions within two months of the inspection. 5. Record each instance of a Tier One response in the SPPP. Include the date and value of the benchmark exceedence, the inspection date, the personnel conducting the inspection, the selected actions, and the date the selected actions were implemented. Part II Page 7 of l l Permit No. NCS000562 Tier Two If: During the term of this permit, the first valid sampling results from two consecutive monitoring periods are above the benchmark values, or outside of the benchmark range, for any specific meter at a specific discharge outfall; Then: The permittee shall: 1. Repeat all the required actions outlined above in Tier One. 2. Immediately institute monthly monitoring for all parameters. The permittee shall conduct monthly monitoring at every outfall where a sampling result exceeded the benchmark value for two consecutive samples. Monthly (analytical and qualitative) monitoring shall continue until three consecutive sample results are below the benchmark values or within benchmark range. 3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly monitoring report indicating "No Flow" to comply with reporting requirements. 4. Benchmark exceedances for a different parameter se arately jigger a tiered response. 5. Maintain a record of the Tier Two response in the,SPP,P. Tier Three During the term of this permit, if the valid sampling �esuits.required for the permit monitoring periods exceed the benchmark value, or are outside the,benchmark range, for any specific parameter at any specific outfall on four occasions, the permittee shali,notify the DWQ Regional Office Supervisor in writing within 30 days of receipt of the fourth analytical results. DWQ may, but is not limited to: • require that the permittee revise, e, increase, or decrease the monitoring frequency for the remainder of the permit; 1 + require the permittee tojinstall structural stormwater controls; require the permittee,td implement other stormwater control measures;11 require the permitteelto perform upstream and downstream monitoring to characterize impacts on receiving waters or require the permittee implement site modifications to qualify for a No Exposure Exclusion. If a Total Maximum Daily Load (TMDL) is approved for this segment of the Broad River, the permittee may be required to monitor- for the pollutant(s) of concern in the future and submit results to the Division of Water Quality. The Division will consider the monitoring results in determining whether additional BMPs are needed to control the pollutant(s) of concern to the maximum extent practicable. If additional BMPs are needed to achieve the required level of control, the permittee will be required to (1) develop a strategy for implementing appropriate BMPs, and (2) submit a timetable for incorporation of those BMPs into the Stormwater Pollution Prevention Plan. SECTION C: QUALITATIVE MONITORING REQUIREMENTS The purpose of qualitative monitoring is to evaluate the effectiveness of the Stormwater Pollution Prevention Plan (SPPP) and assess new sources of stormwater pollution. Part it Page 8 of 11 Permit No. NCS000562 Qualitative monitoring of stormwater outfalls must be performed during a measurable storm event. Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of representative outfall status. Qualitative monitoring shall be performed quarterly as specified in Table 4, and during required analytical monitoring events if any are subsequently imposed (unless the permittee is required to perform further qualitative sampling per the Qualitative Monitoring Response, below). Inability to sample because of adverse weather conditions must be documented in the SPPP and recorded on the DMR (see Adverse Weather in Definitions). Only SDOs discharging stormwater associated with industrial activity must be monitored (See Definitions). In the event an atypical condition is noted at a stormwater-di" charge outfall, the permittee shall document the suspected cause of the condition and any actions taken in response to the discovery. This documentation will be mainta nedith�the SPPP. Table 4. Qualitative Monitoring Requirements Discharge Characteristics Frequencyl Monitoring Location2 Color U:�/ uarterl SDO Odor quarterly SDO Clarity /! 1 _ uarterl SDO Floating Solids quarterl SDO Suspended Solids quarterly SDO Foam quarterly SDO Oil Sheen uarterly SDO Erosion or deposition at the outfall quarterly SDO Other obvious indicators of stormwater pollution quarterly SDO Footnotes: 1 Measurement Frequency: Four times per year during a measureable storm event See Table 2 for schedule of monitoring periods through the end of this permitting cycle. The permittee must continue qualitative monitoring throughout the permit renewal process until a new permit is issued. 2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall (SDO) regardless of representative outfall status. A minimum of 30 days must separate monitoring dates, unless additional sampling has been instituted as part of other analytical monitoring requirements in this permit. If the permittee's qualitative monitoring indicates that existing stormwater BMPs are ineffective, or that significant stormwater contamination is present, the permittee shall investigate potential causes, evaluate the feasibility of corrective actions, and implement Part it Page 9 of 11 Permit No. NCS000562 those corrective actions within 60 days, per the Qualitative Monitoring Response, below. A written record of the permittee's investigation, evaluation, and response actions shall be kept in the Stormwater Pollution Prevention Plan. ve Monitoring Response Qualitative monitoring is for the purposes of evaluating SPPP effectiveness, assessing new sources of stormwater pollution, and prompting the permittee's response to pollution. If the permittee repeatedly fails to respond effectively to correct problems identified by qualitative monitoring, or if the discharge causes or contributes to a water quality standard violation, DWQ may, but is not limited to: • require that the permittee revise, increase, or decreaseA e monitoring frequency (analytical or qualitative) for the remainder o fthe permit; require the permittee to install structural stormwater controls; require the permittee to implement other stormwater control measures; • require the permittee to perform upstream and'downstream monitoring to characterize impacts on receiving waters; or �� • require the permittee implement site mod` ifications to qualify for a No Exposure Exclusion. SECTION D: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS Facilities that have any vehicle -maintenance activity occurring on -site which uses more than 55 gallons of new motor oil per month when averaged over the calendar year shall perform analytical monitoring as specified below in Table 5. All analytical monitoring shall be performed during a measureable storm event at all stormwater discharge outfalls (SDOs) that discharge stormwater runoff from vehicle maintenance areas, and in accordance with the schedule presented in Table 2 (Section B). Table S. Analytical Monitoring Requirements for On -Site Vehicle Maintenance Discharge Characteristics Units Measurement Fre uenc 2 Sample T e2 Sample Location3 H standard quarterly Grab SDO Non -Polar Oil & Grease / TPH EPA Method 1664 SGT-HEM mg/L quarterly Grab SDO Total Suspended Solids m L quarteHy Grab SDO Total Rainfa114 inches quarterly Rain au e New Motor Oil Usage I gallons/month I quarterlyEstimate I- Part II Page 10 of 11 Permit No. NCS000562 Footnotes: 1 Measurement Frequency: Four times year during a measureable storm event, until either another permit is issued for this facility or until this permit is revoked or rescinded. See Table 2 for schedule of monitoring periods through the end of this permitting cycle. 2 Grab samples shall be collected within the first 30 minutes of discharge. 3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) that discharges stormwater runoff from area(s) where vehicle maintenance activities occur. 4 For each sampled measureable storm event the total precipitation must be recorded. An on -site or local rain gauge reading must be recorded. Failure to monitor semi-annually per permit terms immediately institutes monthly monitoring for all parameters, upon the next measureable storm event, as provided in Part II Section B. Monitoring results shall be compared to the bencl values in Table 6 are not permit limits, but shoul( the permittee's responsive implementation of the (SPPP). Exceedances of benchmark values requiir_ and/or increase management actions, and/olancl stormwater Best Management Practices (BM-Ps),A in Table 6. The benchmark ianagement guidelines for ter Pollution Prevention Plan rmittee to increase monitoring, cord keeping, and/or install ded in Part II Section B. Table 6. Benchmark Val eu s,for Vehicle Maintenance Analytical Monitoring Discharge Characteristics Units Benchmark pH )f"> standard 6-9 Non -Polar Oil & Grease / TPH� [EPA Method 1664 (SGT-HEM)] mg/L 15 Total Suspended Solids mg/la 100 Part Il Page 11 of 11 Permit No. NCS000562 PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS SECTION A: COMPLIANCE AND LIABILITY 1. Compliance Schedule The permittee shall comply with Limitations and Controls specified for stormwater discharges in accordance with the following schedule: Existing Facilities already operating but applying for permit coverage for the first time: The Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the effective date of the initial permit and updated thereafter on an annual basis. Secondary containment, as specified in Part 1I, Section A, Paragraph 2(b) of this permit, shall be accomplished within 12 months of the effective date of the initial permit issuance. /,> New Facilities applying for coverage for the first shall be developed and implemented prior to the be industrial activity and be updated thereafter on an in Part I1, Section A, Paragraph 2(b) of this permit sk discharges from the operation of the industrial activ The Stormwater Pollution Prevention Plan o€ discharges from the operation of the basis. Secondary containment, as specified accomplished prior to the beginning of Existing facilities previously permitted aril ap0l3ingX6r renewal: All requirements, conditions, limitations, and controls contained in this permit (except new SPPP elements in this permit renewal) shall become effective immediately uponlissuance,of this permit. New elements of the Stormwater Pollution Prevention Plan for this pe`rmit,renewal shall be developed and implemented within 6 months of the effective date of this,permit and updated thereafter on an annual basis. Secondary containment, as specified in Part 111, Paragraph 2(b) of this permit shall be accomplished prior to the beginning of discharges frgm the peration of the industrial activity. Duty to Comply ~� The permittee must comp y with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act (CWA) and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit upon renewal application [40 CFR 122.41]. a. The permittee shall comply with standards or prohibitions established under section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR 122.41(a)(2)] c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 40S of the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,S00 to $2S,000 per day of violation, or imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent violation, a person shall be Part III • Page 1 of 9 Permit No. NCS000562 subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)] d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both. [33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)] Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15.years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment�of not more than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iiii) of the CWA,.shall, upon conviction of violating the imminent danger provision, be suhjecrto a fine ofnotmore than $1,000,000 and can be fined up to $2,000,000 for second or subsequentcanvictions. (40 CFR 122.41(a)(2)] f. Under state law, a civil penalty of not more•than $25,000 per violation may be assessed against any person who violates or fails to act Waccord'ance with the terms, conditions, or requirements of a permit [North Carolina General Statutes§ 143 2215.6A] g. Any person may be ass` 9ed an`din `nisfrative' penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318 or 405 of -this Act, or any permit condition or limitation implementing any of such sections m,a permit issued under section 402 of this Act. Administrative penalties,for Class [`violations are not to exceed $16,000 per violation, with the maximum amount of any Class I�penalty assessed not to exceed $37,500. Penalties for Class if violations are not to exceed $1d,000 per day for each day during which the violation continues, with the maximum amount df any Class II penalty not to exceed $177,500. [33 USC 1319(g)(2) and 40 CFR 122.41(a}(3)] 3. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment [40 CFR 122.41(d)]. 4. Civil and Criminal Liability Except as provided in Part III, Section C of this permit regarding bypassing of stormwater control facilities, nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6, or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 5. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. 6. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of Part III Page 2 of 9 Permit No. NCS000562 personal rights, nor any infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)]. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby [NCGS 1506-231. 8. Duty to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the permit issued pursuant to this permit or to determine compliance with this permit The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit [40 CFR 122.41(h)], 9. Penalties for Tampering The Clean Water Act provides that any person who inaccurate, any monitoring device or method requi conviction, be punished by a fine of not more than more than two years per violation, or by both. If a.4 after a first conviction of such person under this -pa $20,000 per day of violation, or by imprison ment;4 tampers -with, or knowingly renders maintained under this permit shall, upon er violation, or by imprisonment for not Hof a person is for a violation committed punishment is a fine of not more than -e than 4 years, or both [40 CFR 122,41], 10. Penalties for Falsification of Reports Ili( The Clean Water Act provides' -that any person who knowingly makes any false statement, representation, or certification inany record or other document submitted or required to be maintained under this permit„ ncluding monitoring reports or reports of compliance or noncompliance shall, upon,convictlon,.be punished by a fine of not more than $10,000 per violation, or by imprisonment for notjmore than two years per violation, or by both [40 CFR 122.41]. 11. This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 12. Duty to Reapply If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the permittee must apply for and obtain a new permit (40 CFR 122.41(b)]. SECTION B: GENERAL CONDITIONS 1. Permit Expiration The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date, unless permission for a later date has been granted by the Director. (The Director shall not grant permission for applications to be submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)]. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to enforcement procedures as provided in NCGS §143-215.36 and 33 USC 1251 et. seq. Part III Page 3 of 9 Permit No. NCS000562 2. Transfers This permit is not transferable to any person without prior written notice to and approval from the Director in accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-21S.1, in particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute. The Permittee is required to notify the Division in writing in the event the permitted facility is sold or closed. 3. Si nato Re uirements All applications, reports, or information submitted to the Permitting Issuing Authority shall be signed and certified [40 CFR 122.41(k)]. a. All permit applications shall be signed as follows: (1) For a corporation: by a responsible corpora responsible corporate officer means: (a) a the corporation in charge of a principal bus similar policy or decision making functions more manufacturing, production, or opera to make management decisions which gone having the explicit or implicit duty of makir and initiating and directing other compre i( environmental compliance with environme ensure that the necessary systems are 4stal accurate information for pern3itlapplicati6"T documents has been•assignedlor delegated procedures. ite offi `r",F` r the purpose of this Section, a )resident, secr`tary,,treasurer or vice president of lnessfunction, or -any other person who performs for the corporation, or (b) the manager of one or irig.failities, provided, the manager is authorized r` t' 0� -ration of the regulated facility including `g ma�o� capital investment recommendations, :nsive•measures to assure long term nt'al laws and regulations; the manager can dished or actions taken to gather complete and i requirements; and where authority to sign to the manager in accordance with corporate (2) For a partnership pr��etorship: by a general partner or the proprietor, respectively; or [// //rr (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official [40 CFR 122.22]. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22] c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative [40 CFR 122.22] Part III Page 4 of 9 Permit No. NCS000562 a d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "1 certify, under penalty of law, that this document and all attachments were prepared under my direction orsupervision in accordance with a system designed to assure that qualified personnel properlygather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible forgathering 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 forsubmitting false information, including the possibility of fines and imprisonment far knowing violations. " Permit Modification, evocatiQnand Reissuance. or Termination The issuance of this permit does not prohibit the Permit Issuing Authority from reopening and modifying the permit, revoking and reissuing the permit, or termiriating the permit as allowed by the laws, rules, and regulations contained in Title 40, Code.of Federa Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code lSubchapter 2H.010 0; and North Carolina General Statute 143-215.1 et al. Permit Action The permit may be modified, revoked and reissued -,or terminated for cause. The notification of planned changes or anticipated noncompliance does\not stay any permit condition [40 CFR 122.41(0]- _ / The permittee must pay the` after being billed by the Divis NCAC 2H .0105(b)(2) may ca �3Xill�fl (iP►[1W17»11M.NNU110F.1►111d►;1 ImP 1. and•cpmpliance monitoring fee within 30 (thirty) days J,pay the fee in timely manner in accordance with 15A ion to initiate action to revoke the permit. CE OF POLLUTION CONTROLS The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of this permit [40 CFR 122.41(e)]. Need to Halt or Reduce Not a Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)]. Bypassing of.StQrmwater Control Facilities Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless: a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is not satisfied if adequate backup controls should have been installed in Part III Page 5 of 9 Permit No. NCS000S62 the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and c. The permittee submitted notices as required under, Part III, Section E of this permit. If the Director determines that it will meet the three conditions listed above, the Director may approve an anticipated bypass after considering its adverse effects. �Wwtl[elm IAS[1]01 IFTi Il:il►[el�►l7:�xKil:��y Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Analytical sampling shall be performed during a measureable storm event. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be taken before the discharge joins or is diluted,by any other waste stream, body of water, or substance. Monitoring points as specified in this pe tbt� hall not be changed without notification to and approval of the Permit Issuing Authority[40,CFR>122.41(j)]. Recording Results For each measurement or sample taken pursuant.to,the requirements of this permit, the permittee shall record the following information [40 CF114-2-2.4t]. a. The date, exact place, and time of sampling ormeasurements; b. The individual(s) who performed the sampling,or measurements; C. The date(s) analyses were performed; 1-1 \ \ \ d. The individual(s) who performed the analyses; e. The analytical tech niq for m`ethods•used; and f. The results of such ana'lvses. 1 Flow Measurements Where required, appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. Representative Outfall If a facility has multiple discharge locations with substantially identical stormwater discharges that are required to be sampled, the permittee may petition the Director for representative outfall status. If it is established that the stormwater discharges are substantially identical and the permittee is granted representative outfall status, then sampling requirements may be performed at a reduced number of outfalls. Part III Page 6 of 9 Permit No. NCS000562 6. Records Retention Visual monitoring shall be documented and records maintained at the facility along with the Stormwater Pollution Prevention Plan. Copies of analytical monitoring results shall also be maintained on -site. The permittee shall retain records of all monitoring information, including o all calibration and maintenance records, o all original strip chart recordings for continuous monitoring instrumentation, o copies of all reports required by this permit, o copies of all data used to complete the application for this permit These records or copies shall be maintained for a period of at least 5 years from the date of the sample, measurement, report or application. This period may be extended by request of the Director at any time [40 CFR 122.41]. Inspection and Entry The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director); or in the case of a facility which discharges through a municipal separate storm sewer system, an authorized representative of a municipal operator or the separate storm sewer system receiving'the discharge upon the presentation of credentials and other documents as maybe require_d_'by, laaw, to: a. Enter upon the permittee's premises whe or where records must be kept under the, b. Have access to and copy, at reasonable`tiifr of this permit; ^01, cility or activity is located or conducted, s permit; that must be kept under the conditions c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and d. Sample or monitor at reas cable times, for the purposes of assuring permit compliance or as otherwise authorized by/,the Clean Water Act, any substances or parameters at any location [40 CFR 122.41(i)]. SECTION E: REPORTING RE 1. Discharge Monitoring Reports Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on Discharge Monitoring Report (DMR) forms provided by the Director. DMR forms are available on the Division's website (http://portal.ncdenr.org/web/wq/ws/su/npdessw). Submittals shall be delivered to the Division no later than 30 days from the date the facility receives the sampling results from the laboratory. When no discharge has occurred from the facility during the report period, the permittee is required to submit a discharge monitoring report, within 30 days of the end of the specified sampling period, giving all required information and indicating "NO FLOW" as per NCAC T1SA 02B .0506. if the permittee monitors any pollutant more frequently than required by this permit using test procedures approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate instrument governing the discharge, the results of such monitoring shall be included in the data submitted on the DMR. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring Report form provided by the Division and shall retain the completed forms on site. Qualitative monitoring results should not be submitted to the Division, except upon DWQ's specific requirement to do so. Qualitative Monitoring Report forms are available at the website above. Part III- Page 7 of 9 Permit No. NCS000562 Submitting Reports Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to: Central Files Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 3. Availability of Reports Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division. As required by the Act, analytical data shall not be considered confidential. Knowingly making any false statement on -any such report may result in the imposition of criminal penalties as provided for in NCGS 143'215�'613 or in Section 309 of the Federal Act. 4. Non-stormwater Discharges If the storm event monitored in accordance with this, permit coincides with a non-stormwater discharge, the permittee shall separately monitor all.parame ers as required under all other applicable discharge permits and provide this in ormation With the stormwater discharge monitoring report. S. Planned Changes The permittee shall give notice to the Directoras,soon as possible of any planned changes at the permitted facility which could,significantly-alter the nature or quantity of pollutants discharged [40 CFR 122.41(1)]. This notification requirement includes pollutants which are not specifically listed in the permit or subject to notification�requirements under 40 CFR Part 122.42 (a). 11 The permittee shall give advanc6�notice to the Director of any planned changes at the permitted facility which may resulE ln•noncompliance with the permit [40 CFR 122.41(1)(2)]. 7. Spills The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as defined in Part IV of this permit. Additionally, the permittee shall report spills including: any oil spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 2S gallons that cannot be cleaned up within 24 hours. 8. pass Notice [40 CFR 122.41(m)(3)1: a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated duality and affect of the bypass . b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an unanticipated bypass. Twenty-four Hour Reporting a. The permittee shall report to the central office or the appropriate regional office any noncompliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes aware of the circumstances. Partill Page 8 of 9 Permit No. NCS000562 The written submission shall contain a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR 122.41(1)(6)]. b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral report has been received within 24 hours. c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. 10, Other N2ncompliance The permittee shall report all instances of noncompliance not 4ported under 24 hour reporting at the time monitoring reports are submitted [40 CFR 1,22 41(I)[7}]. 11. Other Inf rmati n � v/ Where the Permittee becomes aware that it failed to submit -any relevant facts in a permit application, or submitted incorrect information in a permit applitation,op n any report to the Director, it shall promptly submit such facts or information [4,OICFR 122AJ:{I)[8}]. Part III Page 9 of 9 NCS000562 4. PART IV DEFINITIONS Act See Clean Water Act. Adverse Weather Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical. When adverse weather conditions prevent the collection of samples during the sample period, the permittee must take a substitute sample or perform a visual assessment during the next qualifying storm event. Documentation of an adverse event (with date, time and written narrative) and the rationale must be included with your SPPP records. Adverse weather does not exempt the permittee from having to file a monitoring report in accordance witli the•sampling schedule. Adverse events and failures to monitor must also be explained and reported on the relevant DMR. Allowable Non-Stormwater Discharges This permit regulates stormwater discharge,. on-stormwater /St'0'rmwaterNPDES discharges which shall be allowed in the stormwater conveyance system are: J� � a. All other discharges that are authorized by,nonpermit. b. Uncontaminated groundwater, foundationldrains, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from f) ngdralris, flaws from riparian habitats and wetlands. c. Discharges resulting fro m,fire-fighting or fire -fighting training, or emergency shower or eye wash as a result of use in the even of an emergency. Measures or practices used'to-Ceduce the amount of pollution entering surface waters. BMPs may take the form of a process; activity, or physical structure. More information on BMPs can be found at: http;//cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm. S. Bypass A bypass is the known diversion of stormwater from any portion of a stormwater control facility including the collection system, which is not a designed or established operating mode for the facility. 6. Bulk Storage of Liquid Products Liquid raw materials, manufactured products, waste materials or by-products with a single above ground storage container having a capacity of greater than 660 gallons or with multiple above ground storage containers located in close proximity to each other having a total combined storage capacity of greater than 1,320 gallons. 7. Certificate of Coverage The Certificate of Coverage (COC) is the cover sheet which accompanies a General Permit upon issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under the permit and is signed by the Director. 8. Clean Water Act The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et. seq. 9. Division or DWO The Division of Water Quality, Department of Environment and Natural Resources. Part IV Page 1 of 4 Permit No. NCS000562 10. Directo The Director of the Division of Water Quality, the permit issuing authority. 11. EMC The North Carolina Environmental Management Commission. 12. Grab Sample An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively or qualitatively) must be taken within the first 30 minutes of discharge. 13. Hazardous Substance Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 14, Landfill A disposal facility or part of a disposal facility where waste is pdd in or on land and which is not a land treatment facility, a surface impoundment, an injectiomwell;,a hazardous waste long-term storage facility or a surface storage facility. �{ 15. Measureable Storm Event 101 A storm event that results in an actual discharge measurable storm event must have been at least apply if the permittee is able to document that a events during the sampling period, and obtains,a copies of this information and a written:reques& After authorization by the D,WQ \i\1,Office,.. permittee's SPPP. K the,peimitted site outfall. The previous �Urs prior. The 72-hour storm interval may not �r interval is representative for local storm @ from the local DWQ Regional Office. Two shall be sent to the local DWQ Regional Office. ten approval letter must be kept on site in the A stormwater collectio system wit ih an incorporated area of local self-government such as a city or town. 17. No Exposure A condition of no exposure means that all industrial materials and activities are protected by a storm resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff. Industrial materials or activities include, but are not limited to, material handling equipment or activities, industrial machinery, raw materials, intermediate products, by-products, final products, or waste products. DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting requirements only if a facility complies with the terms and conditions described in 40 CFR §122.26(g). 1& Notice of Intent The state application form which, when submitted to the Division, officially indicates the facility's notice of intent to seek coverage under a General Permit. 19. Permit Issuing Authority The Director of the Division of Water Quality (see "Director" above). 20. Permittee The owner or operator issued this permit. Part IV Page 2 of 4 Pages Permit No, NCS000562 21. Point Source Discharge of Stormwater Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters of the state. 22. Representative Outfall Status When it is established that the discharge of stormwater runoff from a single outfall is representative of the discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status allows the permittee to perform analytical monitoring at a reduced number of outfalls. 23. Secondary Containment Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event. 24. Section 313 Water Priority Chemical A chemical or chemical category which: b. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of -the S perfund Amendments and Reauthorization Act (SARA) of 1986, also titled the'Emergency-Planning and Community Right - to -Know Act of 1986; % 25. c. Is present at or above threshold levels at a requirements; and d. Meets at least one of the following criteria i. Is listed in appendix D of 40 CFR,Oai (certain metals, cyanides, any phei substances); � �� ii. Is listed as a hazar-daus,sub�ln e o 116.4, or iii. Is a pollutant SARA title I11, Section 313 reporting Table II (organic priority pollutants), Table III ble IV (certain toxic pollutants and hazardous rsuant to section 311(b)(2)(A) of the CWA at 40 CFR published acute or chronic water quality criteria. Substantial physical dar'nage-to-property, damage to the control facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. 26. Significant Materials Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of Title III of SARA, fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. 27. Significant Spills Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section 102 of CERCLA (Ref: 40 CFR 302.4). 28. Stormwater Discharge Outfall (SDO) 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. Part IV Page 3 of 4 Pages Permit No. NCS000562 29, Stormwater Runoff The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowmelt. 30. Stormwater Associated with Industrial Activity The discharge from any point source which is used for collecting and conveying stormwater and which is directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded from the NPDES program. 31. Stormwater Pollution Prevention Plan A comprehensive site -specific plan which details measures and practices to reduce Stormwater pollution and is based on an evaluation of the pollution potential of the site. 32. Total Maximum Daily Load (TMDQ � �,_, � TMDLs are written plans for attaining and maintaining water quality -standards, in all seasons, for a specific water body and pollutant. A list of approved TMDLs for the,s{ate of North Carolina can be found at htto://nortaimcdenr.ore/web/wa/ns/M[U/t,tdl. 33. Toxic Pollutant �v Any pollutant listed as toxic under Section 307(a)(1) or the Clean Water Act. 34. Vehicle Maintenance Activity �� Vehicle rehabilitation, mech`mcal repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport deicing operations. 3S. Visible Sedimentation Solid particulate matter, both mine �/11 'and organic, that has been or is being transported by water, air, gravity, or ice from its site of origin -which can be seen with the unaided eye. 36. 25-year. 24 hour Storm -Event The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years. Part IV Page 4 of 4 Pages NCS000562 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles WakiId, P.E. Governor Director Facility Name: NPDES Permit Number: Facility Location: Type of Activity: SIC Code: Receiving Streams: River Basin: Stream Classification & condition Proposed Permit Requirements: Monitoring Data: Response Requested by: Central Office Staff Contact: Special Permitting Issues: STAFF REVIEW AND EVALUATION NPDES Stormwater Permit Dee Freeman Secretary Rutherford County Production Facility, Horsehead Corporation owner NCS000562 US 221, south of Forest City, NC, Rutherford County High purity zinc recovery from waste material 3341 Broad River, see Figure l Broad River Basin, Sub -basin 03-08-02 Class C, no TMDL, no 303(d) See attached draft permit. New permit, no historical data exists. July 16, 2012 Return to: Ken Pickle, (919) 807-6376 Risk considerations Rating Scale: 1 minimal risk to 10 risk factors resent Compliance history No history: rate 1 Benchmark exceedance A new site, with no past measurements: rate 1 Location (TMDL, T&E species, etc) Downstream benthos impaired; downstream WS-1V and WS-1V CA: rate 6 Other factors: Other factors in aggregate present larger than normal risks for most • Zinc solutions, lead, and acids industrial sites: rate 10 present. • Industry is unique in NC, no other similar facilities. • A start-up facility. • Multiple tanks & containments, rail unloading, potential for process fluids to be exposed. • Avoiding heavy metal solutions discharges depends on proper operator actions to a larger than normal degree. Risk and DWQ scrutiny rating: 18/40 - moderate stormwater pollution risks Page 1 of 4 NCS000562 Description of Onsite Activities: • Horsehead receives waste zinc material, and refines it into a high purity product. Byproducts are secondary in importance, including -minor amounts of lead and silver production. Documents Reviewed: • NPDES stormwater permit application materials, received in final form May 8, 2012. • US Fish and Wildlife Service threatened and endangered species inventory for Rutherford County • Natural Heritage Program staff reports no rare aquatic species in the Broad River in this vicinity. • EPA Sector -Specific Permit, 2008. SIC 3341 covered, but no benchmarks assigned. • Integrated Report 303(d) List, 2010 final: upstream WS-IV and downstream WS-IV and CA impaired for aquatic life, but the actual receiving reach is classified C and is not listed. • July 2008 Broad River Basinwide Plan: no comment on this site; in 2008 the receiving water is shown as supporting its classified uses. History: • First time stormwater permit application. • First time NPDES wastewater permit issued Nov. 11, 2011, NC0089109. Figure l: Map of Facility A� r •�' c Fes• 1{"F Horsehead Corporation I i,Sr�r, 'r . r� 1 rt. . r's.� � �• s�� r � r �t` �_ 1 � � rill } cfi� � �`• 1� 9 : � � } \ � r'�• ��€gyp', �! � ` .� .r: Page 2 of 4 ' r NCS000562 Recommendations: Based on application materials received on March 28, 2012; and again on April 2; and again on May 8, SPU considers the combined application materials sufficient to issue an individual Stormwater Permit. We are requesting Regional Office review comments, and full or qualified concurrence. Prepared by (Signature) Signature of Ken Pickle Date Stormwater Permitting Unit Supervisor ditto Date for Bradley Bennett Concurrence by Regional Office &4— Date i RO Water Quality Supervisor Date ! a Regional Office Staff Comments (attach additional pages as necessary) The ARO/SWPS offers the following comments on the draft permit: 1. Require Horsehead Corporation to have the Stormwater Pollution Prevention Plan (SWPPP) in place prior to start- upof operations. Due to the complexity of the operations (crud that the operation does not fall under a general permit for a known industrial sector), the ARO believes it is prudent to have the SWPPP in place at the time of industrial operations. 2. The "back up " plan for potential fail ureslproblems with the detention basins/recycle loop system should be stated within the SWPPP. If a failure occurs, will this be a pump and haul situation? Will this bean operational shut down? Horsehead needs to state what actions will be taken should these problems occur. This is especially important to the ARO because, due to state legislation passed in 2011 fref. Session Law 2011-394, Sec. 9], it is ARO's understanding that the requirements for Authorization to Construct Permitting were repealed for industrial peromits of this nature. Therefore, we cannot require the company to provide specific information on detention times for the various basins proposed. 3. Upon review of the wastewater permit, and subsequent review of the stormwater draft permit, ARO recommends that chlorides be added to the quarterly monitoring. Chlorides are toxic to aquatic life, difficult to treat, and may be present in the stormwater as well. 4. ARO recommends that quarterly acute toxicity testing (or the most appropriate toxicity testing) be required in the permit (please contact Carol Hollenkamp of ATU for specific language to use in the permit). This testing is recommended as it mimics the synergistic effects of the stormwater discharge and its potential effect on the receiving stream. 5. ARO would not object to conditional language being placed in the permit to state (basically), that, after 3 years of successful quarterly data has been collected (under bench marks and toxicity passes ), monitoring may be reduced to semi-annually. Three years of data, after the beginning ofprocess operations, should be sufficient to determine if measures are working successfully. Page 4 of 4 NCS000562 Central Office Review Summary: 1. Owner's Other Permits: o NCO089109 issued for wastewater discharges. Permit limits on Q, Cd, F, Pb, pH. Monitoring w/o limits on TSS, NH3, Al, Sb, As, Cl, Cr, Co, Cu, Fe, Ni, Sri, Zn. Also Chronic Toxicity and NTU. 2. General Observations: New, large site with no history. On -site zinc solutions are materials of primary concern. 3. Impairment: Receiving water not listed as impaired on 303(d) IR. 4. Threatened and Endangered: None identified by USF&WS website; NHP staff contact reports no rare aquatic species in the Broad River in this vicinity. ti S. Location: Close to Brice in southern Rutherford County, on the south bank of the Broad River. Site elevation relative to the Broad River discharge point suggests encrgy dissipation concerns for stormwater flows. 6. Industrial Changes Since _Previous Permit: New permit, no changes. 7. Analytical Monitoring Notes: Quarterly monitoring. 8. Qualitative Monitoring Notes: Quarterly visual monitoring. Permit Recommendations: Analytical Monitoring 1. Analytical monitoring has been set to quarterly during a measurable storm event as defined in Part I1 Section B. The recommended quarterly monitoring is more frequent than most standard industrial stormwater permits. This facility handles heavy metal solutions, and is without a track record of performance in North Carolina. Quarterly sampling is recommended in response to the increased risk factors noted above. DWQ can consider reducing the sampling frequency later in the permit term if supported by subsequently collected data. 2. The permittee must document the total precipitation for each sampled event. If no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Flow" within 30 days of the end of the three-month sampling period. 3. Analytical monitoring parameters: a. Metals: Zinc, lead, silver. Based on Zn solutions on site; based on identification of Pb as a secondary byproduct; Ag chosen for very low benchmarks and as a surrogate for all other heavy metals potentially present. Ag reported as expected to be present and recovered in very small amounts. b. Organics: TPH, based on significant on -site presence of kerosene or kerosene -like petroleum product as the solvent vehicle for DEHPA, a key process ingredient. c. Conventional pollutants: TSS, pH, TN, TP. Nutrients based on N and P compounds reported as present in the manufacturing process. 4. Benchmarks are included for all analytical parameters. Exceedances of benchmark values require a response action from the permittee in a tiered program. If the sampling results are above a benchmark value, then the facility shall follow the Tier 1 guidelines which require a facility inspection within two weeks and if feasible, implementation of a mitigation plan within two months. If during the term of this permit, the sampling results are above the benchmark values, or outside of the benchmark range, for any specific parameter at the discharge outfall two times in a row (consecutive), then the facility shall follow the Tier 2 guidelines which require a repetition of the steps listed for Tier I and shall also immediately institute monthly monitoring for all parameters at every outfall where a sampling result exceeded the benchmark value for two consecutive samples. 5. Qualitative monitoring also must be accomplished during a measureable storm event. 6. Vehicle maintenance area monitoring is not applicable since this facility will have only one stormwater outfall. 7. The permittee is required to continue monitoring until the permit is renewed. See Footnote I of Table 2. Discussions with permittee: DWQ met with Tim Basilone, Horsehead Vice President, and with Forrest Westall, consultant, in an initial meeting, a follow-up meeting prior to application submittal, and a meeting subsequent to the initial submittal of application materials. In addition, email correspondence was used to request additional information on the proposed project. Page 3 of 4 7� a ,I - I 1' or 6atoei-c- AFc-:r Ski ' 5�, � 7 u! r PI�d2 % ofa; anti/ol I - Z I 1 J i f� YGd� lAk um , i r L2( lilt) Bg r'-id��J rJk- /iT� �/Ll��ll /l�i�+✓GG !9/f rJ�YvG.il/YLrNL•�t� 9/ol 7 rl:.��fi�roc-S l�aT u%� /! 5 I I r CL*zl • fl F iy( S jl it • }I a it � " _ __ ii II - I�---_ II II II It II --- -- III-- -�. 9 - -'1 li II II �II - II - -- � II �i vi�,5 IV C 4o 09109 Individual Permits eview Process 1) Individual Permit Applications: dale a) Review (Application, s , company contact info, old-permit-€rout-Ster-fflveatei� P his -Unit-�SPI�}-Fileg correspondence, ` -`� d Files; Basinwide Plan,-4n+i6r- pe its; -etc-). See the flags table in Appendix D for guidance. Cp/al,,�, t b) Permit Types: i) Renewal: �a�d-a-rertewa-l-applicatiort—. �" �P "� !� �d �ou.,�e� for �ur6,�i�y G� ii) New: The applicant should fill out EPA Form 1 and EPA Form 2F. These orms ✓✓ (http://h2o.enr.state.nc.us/su/Forms Documents.litm) require composite sampling, but the State does not. Also, inform the applicant to send the form to us, rather than to the address listed on the form itself. 2) Update BIMS* (and later steps with *). 3) Request additional information from applicant if necessary (allow 2 weeks). (*) 4) Mark front of folder if permit includes wastewater discharge to SA or WS waters. � S) Draft permit using the guidance about items to look for Appendix D and appropriate benchmarks to set in Appendix E. (*) 6) Send draft to peer review, then to SPU Supervisor (or delegated SPU member) for Staff Report Request signature. 7) Request a Staff Report from Regional Office by mail or email. Attach draft permit and copy of application. Allow about 30 days. (*) 8) For major permits, send draft permit to EPA at same time as Staff Report Request. Major permits are only Phase I municipalities. All others are minor. 9) For SA waters (when WW discharge), request DEH (Shellfish Sanitation) input at same time as Staff Report Request. 10) For WS waters (when WW discharge), request DEH (Regional WS Supervisor) input after comments received from Region. (DEH may consult the regional staff). 11) After response(s) received, consider comments and revise draft as appropriate. Update BIMS and print Permit Tracking Sheet. (*) 12) Prepare draft permit for Notice and permittee's review (See attached Notice schedule). Public notice and permittee review should happen simultaneously. Prepare a cover letter that identifies/explains reasons for any monitoring (or other significant) changes from the previous permit. Give to Processing Assistant no later than internal `To Notice' deadline and r [ 1✓ � W 51 V v }J update notice date in BIMS. Comment period is 30 days following Notice publication date. 13) After response(s) received, consider comments and revise permit as appropriate. (Optional peer review after this step). 14) 45 days following Notice, after affidavit is received, prepare final permit for issue. a) Prepare a cover letter that addresses significant issues/comments raised during the comment period and explains any important changes to the permit. b) The effective date is the first day of the month following when the permit is signed. c) Cc: SPU File, DWQ Central Files, DWQ Regional Office, and EPA Region IV; also copy Wake/Mecklenburg counties when applicable. (See Permit File Checklist) Make sure actual Notice Publish date is correct in BIMS — only reviewer can update it. (*) Include language referring to adjudicatory hearing. < < is 4 Issue/Flag Action/ Guidance- _ for Renewal-, Analytical Monitoring: nsure Semi -Annual monitoring (schedule over calendar year) during General storm event. No longer Spring and Fall (change in 2007),3 sip r Analytical Monitoring: For each parameter (except pH), if contam4t Lien-5Al�-es� (See-Benthrn�rl all values < benchmark ATpendWE:) 1 i ific-rnorriterir�g-(but lot A concentration. _.bc=hrn and Basinwide Plan recommendations, ion- ' really-precess-�ast�water (e-g--elevetEd ammonia); even-t#tbelow-benchmarks: Why -was -parameter a-POGin-the.fmsL *4ee2- � eep� pH monitoring regardless ecause (1) pH is important to interp�rettng other data(s_ulch as ammonia), and (2) pH is a useful indicator of contaminants that may not be monitored. pH also easy to monitor. EPA -Sector -Specific Guidance: • Determine the type of business that the facility (talk to the applicant if it is notin the files). ■ Determiner at the SIC code would be and look it up online: http://www.osh-a-.sov/pls/imis/siesearch.html ■ Use this EPA list as gui a tential chemicals that they may need to monitor. This is only a guide, the Statehas its own benchmarks. (Note that this link is the 2000 version 2006 version is proposed.): http://www.epa.gov/npdes/pubs/msgp2 _aII- propose d. df �eal�Vlorrttarin� LQ-aLat-the-uaozitQring_requirements-Rg-the-ge a ernnne-i€ 1A ,�idaal+pe x-is similar_tc� thexe- re-any-of-these•that-may-be•pertinent•to-add-to-the individual -permit -for _a-general.pexmiLcategory but -does— the.facility..These•parameters-are-often-diffe-rentYfrom-the -Fi,,P-A parafneters: AaLEXAZPL-rY-ftt.: . Ktep-rrroWi ortn� gin (revise to Seuu=Annuall): Typically-teo•few-samples- -For-each-parameter; if collected.during-the•permit-term-remove-monitoring'ba"sed on` an average, -any-values>-benchmark.(or_beiow, par6cu arl-y-given-sporadic-nature-of-rainfall-(See-Benchmdrk'ConceT n' ations as•in•case-df pH)— in A endix.E.. Increase-fre uene -if Jelin uent or -other roblenr— -A-nalyriraf *fon tering-and-Secondary TRl-Sites: snm nt: • Geogle T-RI-•Maps:-htt ://_t,%,�vw.turbo eri.com/goo.u-IeLTRI NC.htm -check-the TRl-(toxie-release . r„Ep.A pTIS h t wvvw.e a- s- otis -inventoryy)•databases.to.check 9�—TOX-ma P -permits -for -each-facility,(CAA, htfip:l�toxmaa'fltm'rlihwctov/toxmap/.combo%triEden#E#v.do -GWA;-RGRA EEC- PRA permits);, . e-EPA Envi ofacts•Site:.htt p : p www:e a ov envirofw .S.ICcodes, lat/Iong,-address; and ,—Environ- mentaf Defense fund's-Chemical -Scorecard: ireteases ofcfiemicals by'facility w w scoreeard:orq andLor loeatior},r •—See'documem: S'\Guidance\Seeondary,Containment.�How to ggt�d, ata - r' from TRI-databases D-1 Issue/Flag ' Action/Guidance for Renewal Analytical Monitoring and Secondary . We require secondary containment of chemicals in this,lisrin a y amount. Containment; 0 See: http://ecfr.gpoaccess.gov/cgi/t/text/.text+ Check these lists see if you have idx?t e=sim le c=ecfr•cc=ecfr id= 576cd105ef93e5 Oc 45c2d4a 249ff-, re ion=DIV1 l=EPC r n=div5 view=text•idno=40•node=40° 3A27. TRI chemicJals' ound on the 0.1.1.13 PCRA Water Priority SAEtion ChList (EPCRA, 40 CFR, • _See S;\Guidance\Secondary Containment\SARA EPCRA Water 13, Part 372.65) PriorityChemicals List.xls Analytical Monitoring and Sec �ry • We require secondary containment of chemicals in this -list in any amount. Containment.' . See: http://ecfr.P-poaccess.gov/cgi/t/text/`text"' Check these lists t ee if you have idx?c=ecfr&sid=fOOfdbec43cb0605b6t7742a5785e419&ran=div5&view=t ext&node=40:2I.0.1.1.9&idno=40 chemicals lisle on the Clean Water Act -Hazardous Substance A spreadsheet- of ihese chemicals can be found at: List (CaWA, 40 CFR, Section 311, cS:\Guidance\Secondary Containment\CWA Hazardous Substances.xls Part 116.4 Hazardous Waste.- Haz Waste You may want to check and see what hazardous wastes have been reported -to Spill Information Report' local Fire Departments, and if there have been any spills.reported Please see contact list S:\Guida�econdary Containment\Fire Departments with Haz Waste' nfP� ormation.doc Pleasd-to'[his FD list as you get more contact information. -Discharge to NSW (except Neuse f site has not monitored for nutrients in the past, ensure TN•&'TP monitoring for TN and Tar -Pamlico for (Semi -Annual). If TN/TP already in permit and nurtibers don't indicate and TP waters) nutrient problem (see Benchma�Conc rtof ns for guidance, Appendix E), consider removing. if is menite-." beeause it dFains te NSW, de site only net Revision on 3/5/08: Bench s arguably still be appropriate - SPU will likely revise benchmark J ante on this. Neuse NSW Ensure TN monitoring if Hate. See above for guidance. Tar -Pamlico NS Ensure TN/TP moni�ing ' propriate. See above for guidance. Is stream segment impaired (on Check the Inteeggrraated 343(b)-& 303Wreport: 303(d) Iist), and is there a TMDL? jit4ir/1h2e:enr, n�.us.Gtmdl-430-3d-Archive7htm •—Impaired-waters-with-Draft-or Approved TMDL_-: Add-monitoring'for~ -pollutant(s)•of concern (POC)-M y`consuit-w/TM•DLUnit•te-determin �whays-appropriate. IV&7— Impaired waters (no TMDL yet): Add language re: potential for future TMDL and possibility of asking for future monitoring (See permit templates). Ensure TMDL definition is in boiler plate, Part VI. Significant process changes Look for new chemicals and/or necessity for keeping monitoring`of old ones in the permit. Add monitoring for neW_P,O@-or remove monitoring for old POC (unless residual potential)!-Aiso, check for new applicable SIC. Do Stormwater Eflluerii Guidelines apply? Check 40 CFR Subchapter N (See Appendix-H). n some cases, limits may apply, but often those aren'tpn sa�ause of the SPPP/BMP requirements in our ern2its. [40 CFR 122.44(k)(3) authorizes use of BMPS in lieu of numeric-nt limitations in NPDES permits when limits are D-2 r__ Issue/Flag Action/Guidance for Renewal infeasible.] Threatened or Endangered Species? -Th atural-Her.itage-Frog ham treated=a alias ties. �" `` t Current Proce s: eteirrime if there are any Federal T&E (not state). ee the NHP Manual in the uidance the s aced server, needs q �4:4e,_ S�PC1e1 o er on � � `n ','/ r I� � (tJ to discuss this interim process. is this going to be our final process? yi` This-website-fte4ongerexists-3'/28f 1'2— list :/hih eb.. nra state-tic-tisf artner/virtuai—workrooni. p Litml--- r� user name: -partner Pass d r-Bau8*P­� J � � Grr��i14b ms -ar / ton J >� �C7 "li9 'r Other: Check: • ntiiing ct{mgtiance • Notices-oPholatian-tN(DVs)•and'tither-eorrespun-d ce-Check-with-- issue�Faiher conic ns Regkmal-011lee. C-enaidef-monitoring.revisions. ecific sub -basin concerds, • :rerpQmrnendations,.ctc.___' 4 Basinwide Plan: http://h2o.enr.state.nc.us/basinwidc/index.htm • _DataManitoring-Reports-(D-MRs), if-not-all•data-reported in renewal • -Site moni correctly— application.-Check.if parameters•with-BDL-or_ND-(below dete-ctlno.detect.) values.have.suffic4ent M•DL (minimum de ection tJS Iry revel). . Copy Draft to DEH/Shellfish Sanitation per 2H .0126. (Example -Memo s attached.) Contact: 7toSA Lee Sabo DEH, Shellfish Sanitation Moorehead City_-"_�! Courier I-I=I'2-10 Discharge includes wastewater,-'-' CEpy Draft to Regional Office DEH WS Supervisor. (Example Memo and is to WS waters attached.) Contacts: ARO - Harold Setzer FRO - Debra Benoy MRO - Britt Setzer RRO - Mich ea 1 Douglas WaRO and WiRO - Fred Hill, WaRO WSRO - Lee Spencu_ Past -due a= .feed Chec�JM All-major* Individual renewals---- Copy Draft to EPA. Contact: _� •-� Mike Mitchell *Currently includes only Phase I U.S. EP_A.Region IV MS4•permits and DOT permit: 6,1,-Fc sr yth Street Atlanta, GA 30303 All minor IndLviduai-renewals Copy Final permit to.EPA-(see•above)" ` -Permit is in Wake County** Copy Wake County on Final Permit: Wake County Environmental Services.'""..._ Attn: Eric Green P.O. Box ssa�� Raleigh -,-NC 27602 FYI - phone #: 919-795-3144, email: eric. green(cbwake ov.com -I- D-3 Issue/Flag Action/Guidance f enewal Permit is in Mecklenburg C t Copy Mecklenburg Coun ina1 Permit: Mecklenburg Co EP Water QU!Lpy- 700 Tryon Street rlotte, NC 28202 **A Memorandum of Agreement (MQA) exists between DENR and these counties, which perform the inspections of these facilities. Therefore, these counties need to know when a permit is issued. Interim Benchmark Guidance List (Benchmarks to be added or corrected at next revision) Last revised 612412010 See .Interim Benchmark Revision Document located: S:\Stormwater Permitting Unit\Guidance\Benchmark Concentrations About Metals in Permits Note that metals benchmarks are based on Total Recoverable metals. All permits should specify "Total Recoverable" for each metal in the monitoring and benchmark tables. (Acute standards for dissolved metals are pending with 2010 Triennial Review, and implementation of metal benchmarks will be revisited soon.) ,, D-4 A Pickle, Ken From: Pickle, Ken Sent: Tuesday, November 22, 2011 3:27 PM To: Georgoulias, Bethany; Bennett, Bradley Subject: RE: Horsehead zinc reclamation plant FYI. No Action Read further only if you have a special interest. Just took a look at Sergei's permit for Horsehead. Here's the issue for Forrest, I think, that stormwater benchmarks are lower than wastewater limits: C So Parameter NCO089109 Wastewater ZS -OVI discharge limits WQS Potential NCS benchmark Apparent discrepancy? Comment Flow 0.62 MGD mo. avg. - TSS Monitor only 100 mg/L Ammonia-N itit7.2 mg/L Aluminum 0.75 mg/L Antimony 0.09 mg/L Arsenic " " p"5,,, 0 g/L Cadmium 350 ug/L mo. avg : 2143 u L daily max 2 L 1 ug/L x 3 orders of magnitude Chlorides Monitor only 235M,,/L 860 mg/L Chromium " 4 a 1 mg/L Cobalt 0.03 mg/L Copper ,ao7 0.007 mg/L Fluoride 315.8 mg/L : 315.8 mg/ `J I 6 mg/L x 2 orders of magnitude Iron Monitor only i , o u� c 1 mg/L Lead 4386 ug/L : 4829 ug/L 2 4. 30 ug/L x 2 orders of magnitude Nickel Monitor only :Og$M 0.26 mg/L Tin - Zinc ;.nSOra 0.067 mg/L pH 6-9 6-9 Chronic Toxicity Monitor only - Turbidity Instream < 50 NTU, or n increase SOt4t- l Instream < 50 NTU, or no increase Considering the above, and based on recollection of our phone call, it wouldn't surprise me for Forrest to highlight the following aspects of the currently proposed site design: + There are three natural drainage features on the property, but converting all that pasture and woodland to an effectively impermeable plant site means that the three features are not hydraulically equipped to handle the increased flow; with the result that trying to utilize the three features would result in significant erosion and head cutting. There is a 90' steep slope from the terraced plant site to the flat ground around the river. The combination of topography and increased flow argues against trying to use the existing features for stormwater conveyance. Instead, Horsehead will capture all the excess site runoff and direct it to a single outfall pipe directly into the Broad River. (`Excess site runoff, because a portion of the site runoff will be utilized in the process. So, there may be discharges only in large events, or when the facility is not operating --I'm not exactly clear on when discharges would occur.) Given the great dilution in the Broad River, even at low flow, and as reflected in the relatively high wastewater limits above, does it make sense to have such low benchmarks for the stormwater discharges? Essentially Forrest's argument may be: If Sergei's analysis quantifies the pollutant limits necessary to protect the Broad River for a 36Sd/yr discharge, shouldn't the less frequent, more diluted stormwater benchmarks be at least as high, if not higher? The facility has already been through the DAQ, and the emissions into the atmosphere are ok with our brothers and sisters in DAQ. So, if it's already authorized to be in the environment, then DWQ shouldn't double count those heavy metals just because some of them fall out on the plant site and are washed off in the runoff. NOTE; It sounds like Horsehead and Forrest will be coming forward with a site plan that makes no attempt at BMPs or any stormwater treatment. The primary raw material here is EAFD(?) Electric Arc Furnace Dust - - it's chockfull of heavy metals — obviously, because zinc and plumbum are their products. Our assessment for the potential for polluted runoff should consider the hazardous nature of heavy metals. The first counters that come to mind are: • The benchmarks are not permit limits. They are flags for the site manager so that he can be vigilant in insuring that pollutants from industrial sites do not accidentally slip off his site in stormwater runoff. it makes sense for us to require response actions as outlined in our individual permit template in order to have site managers serious about the discharge of pollutants from their sites. • For intractable conditions DWQ can grant relief from the benchmarks. • Where accumulated data can show that pollutants are not present and not discharged from the site, DWQ can easily re -open the individual permit and amend the monitoring requirements as to frequency and parameter. First let's characterize the discharges from this unusual industrial facility (there are none exactly like it in the world, and only a few even reclaiming EADF by any process), and let's err on the side of protecting the environment, and then let's back off where accumulated data shows that we have been overly cautious. • If the site is indeed clean, there shouldn't be a problem meeting these benchmark values. If there is a problem, then perhaps street sweepers, or additional roofing, or bioretention cells in hot spot sources, or grassed conveyances could help. At least try to do something if heavy metals are leaving your site. We acknowledge that for some, it may be counterintuitive that stormwater benchmarks would be lower than wastewater limits. But each program has their own set of procedures and rules that determine how we permit industrial facilities. An attempt to reconcile the two programs is a programmatic endeavor that we don't have the resources to attempt at this point in time. Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919)807-6494 Email: ken. pickle@ncdenr.gov Ideas for Copper and Zinc Monitoring in 2012 General Permit Renewals Analytical Monitoring Table 1. Analytical Monitoring Requirements arge NNO easuremen p1ehS_amlea�it1b H standard semi-annual Grab SDO Copper (Cu), Total Recoverable3 mg/L semi-annual Grab SDO; U,D3 opt Zinc (Zn), Total Recoverable3 mg/L semi-annual Grab SDO; U,D3 opt Total Rainfal14 I inches I semi-annual Rain Gauge - Footnotes: 1 Measurement Frequency: Twice per year during a measureable storm event 2 Grab samples shall be collected within the first 30 minutes of discharge. 3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative outfall status (ROS) has been granted. A copy of the letter granting ROS shall be kept on site. The permittee may elect to sample Cu and Zn upstream (U) and downstream (D) of all stormwater outfalls instead of at each SDO with representative status (no benchmark applies). See also footnote 3 in Table 3. 4 For each sampled measureable storm event, the total precipitation must be recorded. An on -site rain gauge or local rain gauge reading must be recorded. Associated Benchmarks Table I Benchmark Values for Analytical Monitoring pH1 standard 6 - 91 Copper (Cu)2 3 mg/L r 0.007 (Tier One), ` 0.014 (Tiers Two and Three)Z Zinc (Zn)2 3 mg/L 0.067 (Tier One], 0.13 (Tiers Two and Three)2 Footnotes: 1if pH values outside range are recorded -in sampli� stormwater discharges, but am ient rainfall data indicate precipitation pH levels are within ± 0.1 standard units of the measured discharge values or lower, then the lower threshold of this benchmark range does not apply. Readings from an on - site or local rain gauge (or local precipitation data) must be documented to demonstrate background concentrations were below the benchmark pH range. 2 These benchmarks are hardness dependent and are based on a default hardness of 50 mg/l. Tiers Two and Three are prompted by values exceeding twice the initial benchmark. 3 TIneu of benchmarks for Cu and Zn, the permittee may monitor up- and downstream of the ulative stormwater discharges From the site where feasible and demonstrate that the stormwater discharges subject to this permit do not significantly increase in -stream concentrations of these metals. %._ That demonstration may take into account total dissolved levels of these metals at ambient conditions. Alternatively, in lieu of benchmarks, the permittee may identify likely sources of Cu and Zn and devise a site -specific Monitoring and BMP Plan to address how the facility will assess and reduce or eliminate these metals from stormwater discharges. The Monitoring and BMP Plan shall be submitted to the Division's Regional Office for approval and shall be incorporated into the SPPP. That last alternative - a site -specific Monitoring and BMP plan - comes from a concept included in the Action Levels water quality standard in 15A NCAC 02B.0211(4). Here's what that says: (4) Action Levels for Toxic Substances: (a) Copper: 7 ug/I; (b) Iron: 1.0 mg/I; (c) Silver: 0.06 ug/l; (d) Zinc: 50 ug/I; (e) Chloride: 230 mg/I; If the Action Levels for any of the substances listed in this Subparagraph (which are generally not bioaccumulative and have variable toxicity to aquatic life because of chemical form, solubility, stream characteristics or associated waste characteristics) are determined by the waste load allocation to be exceeded in a receiving water by a discharge under the specified low flow criterion for toxic substances (Rule .0206 in this Section), �e ischaiallrlgri Those substances for which Action Levels are listed in this Subparagraph shall be limited as appropriate in the NPDES permit based on the Action Levels listed in this Subparagraph if sufficient information (to be determined for metals by measurements of that portion of the dissolved instream concentration of the Action Level parameter attributable to a specific NPDES permitted discharge) exists to indicate that any of those substances may be a causative factor resulting in toxicity of the effluent. NPDES permit limits may be based on translation of the toxic form to total recoverable metals. Studies used to determine the toxic form or translators must be designed according to "Water Quality Standards Handbook Second Edition" published by the Environmental Protection Agency (EPA 82—_B_-94-0Q5a)_or "The Metals Translator: Guidance_For Calculating_a Total_fiecoAerab_le_Permit Limit From a Dissolved Criterion" published by the Environmental. Protection Agency (EPA 823- B-96-007) which are hereby incorporated by reference including any subsequent amendments. The Director shall consider conformance to EPA guidance as well as the presence of environmental conditions that limit the applicability of translators in approving the use of metal translators. d if �T;a P� 0.03-��i L_1I1 �S� 3 ��7✓- ----- TSSQL ° a ---- — — r VA -- ?I / r` PI -A f I! �f I i i WI Pickle, Ken From: Palmer, Lisa M Sent: Wednesday, January 30, 2013 12:29 PM To: Pickle, Ken Subject: FW: Public Notice for Stormwater Ashville Citizen -'times 1-30-2013 This ad will run on 1-31 in the Ashville Citizen times cost is 117.50 1 will forward the one from the other newspaper when I get it. L Csa,, M . fPC,t.Zi'Yi.PX NCDENRIDWQ/Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 807-6304 . From: Casiano, Summer[maiIto: scsmithO)ashevili.gannett.com] Sent: Wednesday, January 30, 2013 12:21 PM To: Palmer, Lisa M Subject: RE: Public Notice for Stormwater Ashville Citizen -Times 1-30-2013 $117.50 'w a PoynterAgateOne-BrI;- 5.5 �� 15[1 �'�'" B I^U IQ File Edit View Format Functions Schedule Administration Display Tools Window tie 1p PUBLIC NOTICE TATE OF NORTH GAROj INA ENVIRONMENTAL; MANAGEMENT COM-1 MISSION ALEIGH, NORTH GAROj INA 27699-1617 orsehead Metal Prod cts, log., I+OpAre b_Q�a 14 C has �or applied an7 I?PF_j x91Jl�yvgiI~r Per 1 it to ischargestorm-I tit r associatedwrff, n ustrialactivitie rom a facility located, t 484 Hicks Grove- oad, Moorq_5 NG,I u� effibc County. The. acility will dischargel o waters designated as the Broad River with I n the Broad River Ba; in. opPies of the draft per: it, No. NCS000562 arel vaiIable of the Tbltow,, ng vt=gbsite as of Feb u a r y 1 2 0 1 3 ttp_:// ortal.ncdenr.or wA!ilwgJvrsjsu[pti5T1 = nsiti ces. I rby con#acting: Ken Pickle G Division of Water, u ality 617 Mail Service Cen� er aleigh, NG 27(399-1617 1 3 elephone Number:: 919) 80 7-63 76 1 en .p1 ck a@orAe oc.QQv ; arsons wishing to! omment upon or ob-1 ect to DWQ s proposed) eterminatFon to issue he requested permij re invited to submit; heir comments in writ, ng to the above ad, ress no later than' March 6, 2013. All coma ants received priortc 4—:hat date will be cony idered in the final de ermi nation regardinggl issuance. ermit AII- omments and re' uests should refer nce draft ppermit num- I - er NCS00W2 anuary2I,2b13 99411---_--____----! - -- ]F - 9 2 3 4 I I I I 2 _;F: Summer Casiano Legal Advertising Coordinator ASRE S1Y- 1--, CITIZEN -TIMES Imediagroup •C.hvIrT C6-r.0r office 828-232-59251 1 fax 828-232-0377 14 O.Henry Avenue I PO Box 2090 1 Asheville, NC 28801 (cDAshevilleB2B I AVLne.ws - » Glick here to sign up for Marketing Minute, our monthly e-newsletter featuring news and insights to help you prow your business! Think Greenl Please Consider Before Printing This Email. Ask me how you can sign up for E-lnvoicing! From: Palmer, Lisa M fmaiIto -Lisa. Pal mer(d)ncdenr,govj Sent: Wednesday, January 30, 2013 10:40 AM To: Asheville- Legals Subject: Public Notice for Stormwater Ashville Citizen -Times 1-30-2013 Please publish the HIGHLIGHTED public notice as a line advertisement in the Legal Section of your paper ONE TIME as soon as possible. Please verify receipt of this email, and send proof/cost/day AD will run before printing. Feel free to contact me'with any questions, Thanks! PUBLIC NOTICE STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION RALEIGH, NORTH CAROLINA 27699-1617 Horsehead Metal Products, Inc., Mooresboro, NC has applied for an NPDES Stormwater Permit to discharge stormwater associated with industrial activities from a facility located at 484 Hicks Grove Road, Mooresboro, NC, Rutherford County. The facility will discharge to waters designated as the Broad River within the Broad River Basin. Copies of the draft permit, No. NCS000562, are available at the following website as of February 1, 2013: http:lZiportal.ncdenr,org/web/­wq/ws/su/]2ublic-notices Or by contacting: Ken Pickle NC Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617. Telephone Number: (919) 807-6376 ken. pickle@ncdenr.Aov Persons wishing to comment upon or object to DWQ's proposed determination to issue the requested permit are invited to submit their comments in writing to the above address no later than March 6, 2013. All comments received prior to that date will be considered in the final determination regarding permit issuance. All comments and requests should"reference draft permit number NCS000562 Pickle, Ken m From: Palmer, Lisa M Sent: Thursday, January 31, 2013 9:13 AM To: Pickle, Ken Subject: FW: Public Notice Daily Courier 1-30-2013 Attachments: 30347997_00000129.pdf Good Morning Ken, See attached for your proof for the other newspaper. It will run 2-1 and cost 96.00. Have a great day! LAM. Patmer NCDENR/DWQ/Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 (919)807-6304 From: Erika Meyer fmailto:emeyer@thedigitalcourier.com] Sent: Thursday, January 31, 2013 9:03 AM To: Palmer, Lisa M Subject: Re: Public Notice Daily Courier 1-30-2013 Good Morning Lisa, I have attached a proof for your review. I have the legal scheduled to publish tomorrow, Friday, 2/1, Please let me know if you see any changes that need to be made before 1:30pm today. Total cost is $96,00, Thanks, Erika 828-202-2924 On Jan 30, 2013, at 10:42 AM, Palmer, Lisa M wrote: Acct# 04104850-000 Please publish the HIGHLIGHTED public notice as a line advertisement in the Legal Section of your paper ONE TIME as soon as possible. Please verify receipt of this email, and send proof/cost/day AD will run before printing. Feel free to contact me with any questions, Thanks! PUBLIC NOTICE STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION RALEIGH, NORTH CAROLINA 27699-1617 0--, Horsehead Metal Products, Inc., Mooresboro, NC has applied far an NPDES Storrnwater Permit to discharge stbrmwater associated with industrial activities from a facility located at 484 Hicks Grove Road, Mooresboro, NC, Rutherford County. The facility will discharge to waters designated as the Broad River within the Broad River Basin. Copies of the draft permit, No. NCS000562, are available at the following website as of February 1, 2013. http:Uportal.ncdenr.orci/web/wgLs/su(public-notices Or by contacting: Ken Pickle NC Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Telephone Number: (919) 807-6376 ken.pickleCcZncdenr.gov Persons wishing to comment upon or object to DWQ's proposed determination to issue the requested permit are invited to submit their comments in writing to the above address no later than March 6, 2013. All comments received prior to that date will be considered in the final determination regarding.permit issuance. All comments_ and requests should reference draft permit number NCS000562 AFFIDAVIT OF PUBLICATION STATE OF NORTH CAROLINA RUTHERFORD COUNTY Before the undersigned, a Notary Public of said County and State, duly commissioned, qualified, and authorized by law to administer oaths, personally appeared Bobbie Greene who being first duly sworn, deposes and says: that they are Customer Sales Representative (Owner, partner, publisher, or other officer or employee authorized to make this affidavit) of THE DAILY COURIER, a newspaper published, issued and entered as second class mail In the town of FOREST CITY, In said County and State; that they are authorized to make this affidavit and sworn statement; that the notice or other legal advertisement, a true copy of which is attached hereto, was published in THE DAILY COURIER on the following date: February 1, 2013 and that said newspaper in which such notice, paper, document, or legal advertisement was published was, at the time of each and every such publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statutes of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General Statutes of North Carolina. This the 1st day of February, 2013 Bobbie Greene, Customer Sales Represen ve Sworn to and subscribed before me this the 1 st day of February, 2013 Cindy D. Branch, (Notary Public) My commission expires: February 18, 2017. STATE :OFNbRTH GAR '-INA ENVIRONMENTAL MANAGEMEN�7COMMISSION RALEIGH; NORTH CAROLINA;27699-1617 Horsehead Metal Products, Inc., Mooresboro, NC has applied for an NPOES Stormwater Permit to discharge stormwater associated with industrial activities from.a facility located; at 484. Hicks.Grove Road, Mooresboro, NC, th Ruerford Co_Uhty. the facility will discharge to waters designated as the Broad River within the Broad River Basin. Copies of the draft permit, No. NCS000562, are available at the`following website as of February 1, 2013: http://portal.ncdent.org/webANq/wo/su/public-notices Or by contacting: Ken Pickle NC Division of Water Quality 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone Number: (919) 807-6376 . ken.pickle@ncdenr.gov Persons wishing to comment upon or object to DWQ's proposed determination to issue the requested, permit are invited,to-submit their comments in writing to the above address no later than March 6, 2013. All comments received prior to that date will be considered in the final determination regarding permit issuance. All comments and requests should reference draft permit number NCS000562. ASI-1.EV1I .i .F CMZEN T N ES VOICE OF ` VIE MOUNT AIN5 • CMZEN F11`v1 S.Con1 AFFIDAVIT OF PUBLICATION BUNCOMBE COUNTY PIALLIC NOTICE - SS. PUBLIC NOTICE 5TATE01 j NORTH CAROLINA NORTH CAROLINA ENVIRONMENTAL ' MANAGEMENT COMMIS51014 CARORALLINA§7UR 617 Before the undersip-ned, a Notary Public of said Countv and ucotsehln. Mo Lei, State, duly commissioned, qualified and authorized by law NC has applied for an NPDEo Slschalter per. mlt to discharge storm• to administer oaths personally appeared Velene Fagan + water assoclaed with fromstHal who, being first duly sworn, deposes and says: that she is tlityalToeeied at Hicks Grove Road,. M, the Legal Billing Clerk of The Asheville Citizen -Times, Rutherfordd County. y. ThNCe facility will discharge to owaters designated engaged in publication of a newspaper known as The I the Broad River with- rinthe Broad River ea. Asheville Citizen -Times, published, issued, and entered as Co les of the draft per- mit, Np. NC50g0562 first class mail in the City of Asheville, in said County and are available at the foYlow- Ing website as of Feb. State; that she is authorized to make this affidavit and ►fnuary 1. 2013: hN b'iwq w sWpuP�i1 sworn statement; that the notice or other legal c-notices R nm tacting: advertisement, a true copy of which is attached hereto, was NC Division of Water R1 7t%ail Service Cen- published in The Asheville Citizen -Times on the Raleigh, NC276"-1617 following date: January 3151, 2013. And that the said Telepphone Number• t919)-newspaper in which said notice paper, document or legal P P g ken.plckBp7le�6376ncdenr.gov D � Persons "wishing ' to advertisement was published was, at the time of each and comment Von or ob- ct to, DW 'S roposed determination 1'o issue; every publication, a newspaper meeting all of the the re nested permit: are invied to submit' their comments in writ-, requirements and qualifications of Section 1-597 of the ing to the above ad., dress later than March 6. 2013. General Statues of North Carolina and was a qualified All eom-: `rents received rior to that date will �e con- newspaper within the meaning of Section 1-597 of the ;idered In the final de-' erminarion re hmit erIssuances Adinli General Statues of North Carolina. Signed this 31" day of January, 2013 2 (Signature of person making Sworn to and subscribed before me the 3151 day of January, 2013. expires the 51h day of October, 2013 (828) 232-5830 1 (828) 253-5092 FAX 14 O. HENRY AVE. I P.O. SOX 2090 I ASHEVILLE, NC 28802 G, y-� -24/3 Pickle, Ken From: Basilone Tim [tbasilone@horsehead.net] Sent: Monday, January 14, 2013 1:56 PM To: Pickle, Ken Cc: Forrest.westall@mcgillengineers.com Subject: RE: Comments on Draft Stormwater Permit Importance: High Ken, COrr�s�on Below I am providing comments on the latest Draft Permit and Staff Review Form. These same comments were made earlier, so nothing new — you've seen these, and we discussed some of them in prior meetings. We believe several of these comments merit specific attention; however we do not want to see the permit process stalled at this point in time. We anticipate the permit will be issued in draft for public comment, since our comments, provided below, were submitted once before and were not addressed in the latest draft. As before, please call me to discuss these comments, or if you'd like I am willing to come to Raleigh to meet with you. I look forward to hearing from you by the end of this week. Thank you for this opportunity to comment on the permit, Tim Staff Review Form Page 3, Permit Recommendations, Item 1 Analytical Monitoring — Although we agree with quarterly sampling, and note that this is more frequent monitoring than most standard industrial stormwater permits, we do not agree with the reasons cited for proposing the frequency. The risk factors are actually less than most industrial sites based on the design of the facility to prohibit stormwater pollution, and the potential for discharge of entrained contaminants from the operation. The facility should be a candidate for "no exposure" status based on the design for stormwater control. Quarterly sampling is appropriate within the context of an evaluation monitoring period; however, we believe that once a baseline is established and the plant begins operating the monitoring will demonstrate the effectiveness of the stormwater controls. Staff Review Form Page 3. Permit Recommendations, Item 3. Analytical Monitoring Parameters — a. Metals: The description provided should be eliminated and replaced with the following: Zinc, lead and cadmium are the most appropriate metals for monitoring purposes since these are the most abundant of the metals in the operation's feedstock. If there is an impact from process materials on stormwater, these metals are the most likely to be detected. b. Conventional Pollutants:rTN and TP"are excessive with respect to the operation. Please eliminate these parameters. Staff Review Form Page 2_Description of Actives I suggest replacing the information provided in this section with the following: _k Horsehead receives zinc oxide material, and refines it into high purity zinc metal. Byproducts include solid materials containing zinc, lead and cadmium, and very minor amounts of silver. Staff Review and Evaluation: Permit Recommendations: Analytical Monitoring, 44, and Page 9 of the Draft Permit. Please delay the application of the Tiered response actions until after completion of the evaluation period following the submittal of the summary report to the NCDENR. I believe this has merit because as part of the summary report a proposed alternative monitoring scheme, if applicable, will be provided — as described in the current language on page 9 of the draft permit. This alternative monitoring scheme will be based on the eight quarters of monitoring results that have been acquired, and may include but not necessarily be limited to, any or all of the following: ■ a recommendation for alternate benchmark levels based on characterization of stream impacts on receiving waters, ■ a recommendation for a No Exposure Exclusion ■ alteration of the required sampling frequency ■ alteration of the tiered activities required if a benchmark limit is exceeded In light of information provided above, we recommend that the NCDENR hold off on the establishment or application of any benchmarks until the monitoring and evaluation period is over, the report has been submitted for evaluation by NCDENR, and the permit is modified accordingly at that point in time. Using this approach the monitoring period would be used to establish benchmarks for use in a permit. The basis for this comment is consistent with our discussions and prior comments submitted to the NCDENR, (benchmark -levels are not related to stream impact or environmental .impairment in this. particular case, but are more so arbitrarily assigned. This being the case using benchmark levels such as 0.001. mg/L or 1 ug/L for cadmium, and 0.030 mg/L or 30 ug/L lead, 0.067 mg/L or 67 ug/L zinc, and 860 mg/L chlorides it is well within the realm of possibilities that metal and other concentrations at levels exceeding the benchmark originate from indigenous / natural sources and not the operating facility. In other words the benchmark levels are below levels that may exist under natural conditions. If this is the case, the tiered levels of activities, which are required, would likely prove to be fruitless in attempting to understand a cause at the facility, and consequently this would likely result in a waste of valuable resources in the attempt to mitigate the cause (to below benchmark levels). As discussed with you earlier, we believe benchmark levels if used, should be established with an appropriate buffer based on the potential for environmental harm to the receiving stream, and not set at arbitrary low levels that cannot be explained with respect to their relationship to any potential environmental impairment. General comment on Benchmarks --- We discussed benchmarks and their use during our last teleconference on September 14, 2012. The use of benchmarks is not appropriate for this new facility, which is designed to prohibit stormwater pollution from the operation. Instead, we propose quarterly monitoring with samples collected at the stormwater outfall to the Broad River and analyzed for parameters as mentioned in the section above. We propose the permit be written to require "monitoring only" for the first two years of the operation. Information obtained for the first eight quarters of operation should be recorded and summarized in a report to support a recommendation for either a stormwater permit containing benchmark levels established based on potential impact to the Broad River, or a "no exposure" application and site status. The report would be 1- �W_ submitted to the agency following the two year period of evaluation for review by DWQ. Based on this report the permit can be revised accordingly, or eliminated if the "no exposure" scenario is justified. The tiered system, if necessary, should be entered after the permit is revised accordingly, and recommendations in the report are addressed. The report would provide the raw data, an evaluation of the potential impact to the receiving waters based on the monitoring data and the conditions of the Broad River at the time of sampling, a recommendation on the need for benchmarks at this site, if appropriate a recommendation for the benchmark parameters and levels, and an evaluation of the site for "no exposure" status. If the "no exposure" scenario applies, an application for this status will be provided with the report. Since this is a new plant with no prior history available, and the design of the plant is such that stormwater is contained and controlled in areas of the operation, we believe the proposed approach allows for information to be gathered after the plant begins operating that will serve as a basis for developing a permit for the operation or justifying a "no exposure" scenario. Chlorides Analysis — Monitoring for.chlorides is not justified based on potential for this material to be present in stormwater for reasons not associated with the plant operations. This should not be a monitored parameter. Provide a "step -dawn" in analytical testing from quarterly to 2/yr after 3 years, conditional on results — In consideration of the proposed approach to monitoring, this should be evaluated based on results from the quarterly sampling over two years, along with the evaluation of a "no exposure" status for the site. Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412.788.4526 C 412.287.9871 TBasilone Horsehead.net From: Pickle, Ken [mailto:ken.pickle@ncdenr.gov] Sent: Tuesday, January 08, 2013 1:58 PM To: Basilone Tire Cc: Forrest.westall@mcgillengineers.com; Bennett, Bradley; Wilson, Susan A; Fox, Tim Subject: Stormwater Permit documents: Jan 2013 revised Staff Review Hi Tim, OK, attached below is the Staff Review in what I imagine is the final form. The attached Staff Review is little changed from the one that preceded it in November. That previous version incorporated the changes enumerated in my October 16, 2012 email. The more significant aspects of the previous version was that it eliminated the references to 'waste material' and 'kerosene', revised the monitoring parameters, revised the numerical risk rating, provided a rationale for two years of sampling without benchmarks triggering the Tiered response actions, and provided that DWQ would consider a monitoring results report from Horsehead after the two years of data are collected. What has changed in this Staff Review is: • Revised the name of the facility to, 'Horsehead Metal Products, Inc.' as per your instructions on the draft permit • Revised the address of the facility to the Hicks Grove Road address, per your instructions on the draft permit • Corrected the letterhead to show our new Governor and Secretary of NCDENR • Noted the revision date At this point, I think the Staff Review and the proposed Draft permit are parallel, with no inconsistencies between them. So, you have both documents now that would be required for us to go to public notice. I'll move forward with these documents toward the Wednesday, January 16 development of the public notice. Please let me know if you have further comments on either document. Best regards, Ken Ken Pickle Environmental Engineer NC©ENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919)807-6494 Email: ken. pickle@ncdenr.gov Website: http://i)ortal.ncdenr.ora/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** 4 Pickle, Ken From: Pickle, Ken Sent: Tuesday, December 18, 2012 11 A4 AM To: 'Basilone Tim' Cc: 'forrest.westall@mcgillengineers.com'; Bennett, Bradley; Wilson, Susan A; Fox, Tim Subject: RE: follow up Hello Tim, I apologize for the delay in responding to your previous attempts to contact me. I've been in and out of the office some, and I've been focused on other tasks some, since we last spoke a month ago. I had moved Horsehead to second priority while I tended to some other obligations, and based on our conversation that the realistic plant start-up would be in September. To answer your question, I see no remaining problems in the permit text; and am still intending to proceed as we discussed in our last couple of exchanges. I'll move back to Horsehead as the highest priority tomorrow, and I will have the final draft this week incorporating the items we agreed to on our last contact. I'll send that to you as soon as it's done, this week. I'll get the public notice into the required local paper in the first week in January. As mandated by North Carolina rule, we have a mandatory 30-day public notice period, followed by a mandated 15-day waiting period (45 days total). • Assuming no substantive public comment, there should be only minor, if any, changes to the permit text based on the public comment. I think we have been over the permit text to such a degree that I don't expect to incorporate any public comments, but anything is possible in that arena. Under this scenario, with public notice in the first week in January, I would anticipate final issuance of the permit by the end of February_. • if there is sufficient substantive public comment, the Director may determine that a public hearing is required. If so, our time frame would be extended by 2 -3 months_ I have no reason to anticipate that degree of public interest, and I think a public hearing is unlikely to be required by the Director. Have you had any indication of public interest in the facility? • Both scenarios appear to be well within the projected start-up date of September. Again, my apologies for failing to return your earlier contacts. You will have the final draft permit version for review by the end of the week. Best Regards, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. pickle@ncdenr.gov Website: htto://portal.ncdenr.org/web/wg/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Basilone Tim [mailto:tbasilone(a horsehead.ne] Sent: Tuesday, December 18, 2012 10:54 AM To: Pickle, Ken Subject: follow up Ken, I left you a voice mail and sent an e-mail last week. I'm getting pressure regarding the status of the stormwater permit, and have no answers other than you are going to issue the permit. I told this to my management last month. I expected to have the permit done and out for public review by now. Please advise if there are any problems with our comments and we need to discuss anything. I advised you a while back that I'd come to Raleigh to do this if necessary. Please provide a status update and a schedule for getting this permit issued. Thanks. Merry Christmas to you and yours, wishing you all the best, Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412.788.4526 C 412.287,9871 TBasilone(a)Horsehead.net t , Pickle, Ken From: Pickle, Ken Sent: Monday, December 17, 2012 10:09 AM To: 'forrest.westail@mcgillengineers.com' Subject: RE: Horsehead Thanks Forrest. I appreciate you filling in the blanks a little more for me. The possibility of a public hearing and its impact on Tim's necessary start-up is something that does retract some of the 'easing' I felt. We'd best be moving ahead, i see. Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.0ckle@ncdenr.gov Website: htti)://r)ortal.ncdenr.ora/web/wa/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Forrest Westall [mailto:forrest.westall@mcgillengineers.com] Sent: Monday, December 17, 2012 10:02 AM To: Pickle, Ken Subject: RE: Horsehead Hi Ken, Thanks for the prompt response. No revision to the expected start-up. The original date was around May. The revision to later in the year is still good as far as I know. I think that the timetable shift may "ease" some of the pressure, but Tim is very interested in having all permits in place well before start-up, He periodically gets concerned about the progress on the SW permit and he could decide that we waited long enough. I didn't realize that you had shifted priorities on the basis of the revision in the start-up date and I know Tim didn't as well. I also realize that since we applied in a timely fashion and even if a problem came up with permit issuance by start-up we could work out something in relation to getting the plant running, but that would not be a good situation for the company. I also don't want to worry too much, but we could get a request for a hearing. We didn't on the process discharge, but you never know. That means if the unexpected happens and a hearing was granted, we could be looking at an additional 30 days to schedule the hearing (min.) and then the hearing and any "open record" time following as well as the Statutory max timeline of 90 days (of course it doesn't have to be that long) for a report and then 15 days for a Director decision. If you have a draft (we requested a final review before notice), mid -Jan. and go to notice in Feb., the period would be over March. Adding in the other "worst case" timeline above we could be waiting until August or Sept. for a final permit. I don't think this would happen, but it pays to be early instead of late. Just my thoughts. l hope you can get a draft permit out for our review soon. Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone: 828.252.0575 1 Fax: 828.253.5612 Email: forrest:westallPmcgiilengineers.com I Website: www.mcgillenpineers.com, From: Pickle, Ken (mailto:ken. bickle@ncdenr.gov] Sent: Monday, December 17, 2012 9:39 AM To: forrest.westali@mcgillengineers.com Cc: Bennett, Bradley Subject: RE: Horsehead Thanks, Forrest for the communication and the information. I'll move back to the permit this week, and I'll respond to Tim and you. Approximately a month ago Tim had relayed to me that the facility start-up was delayed until September 2013, and so I turned my attention to other obligations. It appears that I misunderstood his information as a relaxing of the urgency/necessary timing of my remaining tasks. I'll work this week on getting the revised draft permit out to public notice in the first week in January. Forrest: Are you now reporting that Tim's estimate of a September 2013 start-up is no longer the best guess of start-up? Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. ickle ncdenr. ciov Website: http://Dgrtal.ncdenr.oM/web/wo/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Forrest Westall [ma !Ito:forrest.westall mcgillenginegrs.com] Sent: Monday, December 17, 2012 8:37 AM To: Pickle, Ken Subject: Horsehead Hi Ken, I hope you are well. I know Tim Basilone has sent you notes about the draft status. He continues to bug me about permit status. This note is just to you. Tim is going to get more militant about the draft permit. The facility is well under construction and though they won't make the spring for start-up they are under an AQ order for the Penn plant and will have to bring up the new facility as quick as they can. He is going to be under increasing pressure from the CEO and the Plant Manager about regulatory status. If I can be of any assistance, please let me know. If you can at feast shoot Tim a note on status that would at least let him know where you are. Thanks, Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone, 828.252.0575 1 Fax: 828.253.5612 Email: forrest.westall mcgillengineers.com I Website: www.mcgillengineers.com TIMOTHY R. BASILONIE Vice President - Environmental Affairs 4955 STEUBENVILLE PIKE WWW,HORSEHEAD.NET SUITE 405 TBASILONEOHORSEHEAU.NET PITTSBURGH, PA 15205 September 19, 2012 r��rd poi � 412.788.4526 �(� J �Sjl�'IJ rJ E.IJs 4t2.788.4526 r I ���_'J' I CORPORATION Leading the World in Zinc Recycling Mr. Ken Pickle, Environmental Engineer North Carolina Department of Environment and Natural Resources Be Division of Water Quality Stormwater Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 RE: Draft Industrial Stormwater NPDES Permit Horsehead Corporation Zinc Production Facility 1 Rutherford County, North Carolina .-�+�nY�'i4Fr7 CFI l�•.ttii 1-r�.' Dear Mr. Pickle: �...:.:_�..:,�.....-..a..�W_,-_�..._....��_x Thank you for the opportunity to comment on the Draft Industrial Stormwater NPDES Permit (Draft Permit) you provided on June 29, 2012" Furthermore, thank you for your continuing effort in working with us to develop this permit, and providing time for meetings and telephone conferences to discuss our permit application and the subject permit.'Our comments on the Draft Permit, the Staff Review and Evaluation Form (Staff Review Form), and the Regional Office comments are provided below. —These comments summarize our discussions, and are responsive to your requests from the conference call with you and the Regional Office on September 14, 2012, and comments provided earlier in e-mails to you." The overriding storm water management concept is to capture and control the disposition of all storm water falling into the operating area' This system is to prevent the uncontrolled discharge of potential pollutants to the discharge stream.The physical f �-_ facility is being designed to support this concept, and operating procedures will be developed to ensure management controls are documented and implemented. The first preference is to use the water in the operation, and as a second preference, only as necessary, to erect the water to the site storm water discharg� The facility is designed td&pture and contairi all storm water hat falls within the operating area of the site. This design will contain rainwat r alling in this area during the 100 year 24 hour storm event. Water captured in the area will be managed in one of three ways, as follows: If part of an individual (isolated) basin, water will be placed directly into the3 process or a tank within that production area, ;Y r d,p. r' ,k aRouted to the process water management system, or used to partially displacel process water (finished water provided by the Town) used by the operation, • amp ed 'and before discharge to the storm water outfall system. Storm water falling in areas outside the operating area and from rooftops, parking areal and landscaped areas will be discharged directly to the storm water outfall during the storm event. Details of this system are being developed and will be incorporated as part of the site operating procedures, and the Storm Water Pollution Prevention Plan (SWPPP). A map and table describing this system will be provided once the system design is completed. -- Comments on the Draft Permit, Staff Review Form and the Regional Office Comments are addressed below. Comments on the Staff Review Form Gy Page 1, Type of Activity and Page 2 Description of Activity_ The reference to receiving waste is incorrect. The facility will receive zinc oxide QrsPoe as raw material for the process which is a product manufactured at other �v�5'C Fa�f 5ls Horsehead facilities. Zinc oxide feed material contains some lead and cadmium, in addition to zinc. The reference to silver should be eliminated, since it is a very minor component of zinc oxide. ® Page 1, Special Permitting Issues, Risk Considerations, Location A! o 1 SG ; The assigned rating 6 is excessive for risk due to the site location. Since this is a rate 5�2 ��s new facility, the existing impairment mentioned in this section is a pre-existing condition located downstream and cannot be attributed to the new facility. Based s --t on the actual conditions, the rating should be in the low range of the risk scale. Raf,o��e . a r►aPa�. Axs w� nov 40 r &Page 1, Special Permitting Issues, Risk Considerations, Other Factors Rc 0n The assigned rating 10 is excessive for risk considering other factors. This is a Hoag) rdnew facility that is specifically designed, as described above, to prohibit stormwater contamination. To the contrary of the statement "proper operator 0 actions to a larger than normal degree" and other factors mentioned, during our discussions you indicated design of the stormwater management systems for this plant are exceptional. The design includes a stormwater management system whereby discharge of storm water from the operating area is not possible without specific action based on management authorization to release the water. If the agency's risk determination is to be used as a basis for permit decisions, the true risk of stormwater pollution from the site needs to be described. Our design presents less than normal risks for most industrial sites. Based on the actual conditions, the rating should be in the low range of the risk scale. Page 3, General Observations It would be appropriate to mention the level of stormwater control, and design of t� the facility to manage stormwater, which reduces and possibly eliminates risk of stormwater pollution from the operation. 0 Page 3, Permit Recommendations Item 1 Analytical Monitoring — Although we agree with quarterly sampling, and note that this is more frequent monitoring than most standard industrial stormwater permits, we do not agree with the reasons cited for proposing the frequency. The risk factors are actually ess than most industrial sites based on the design of the facility to prohibit stormwater pollution, and the potential for discharge of entrained contaminants Ju i2„�u from the operation. The facility should be a candidate for "no exposure" status based on the design for stormwater control. Quarterly sampling is appropriate within the context of an evaluation monitoring period; however, we believe that once a baseline is established and the plant begins operating the monitoring will demonstrate the effectiveness of the stormwater controls. Item 3, Analytical Monitoring Parameters — T) Fa Metals: The description provided should be eliminated and replaced with the following statement - Zinc, lead and cadmium are the most appropriate metals for monitoring purposes since these are the most abundant of the metals in the operation's feedstock. If there is an impact from process materials on stormwater these metals are the most likely to be detected. b. Organicslease eliminate the reference to kerosene or kerosene -like petroleum product. More appropriately, please reference the hydrocarbon material used in the process as ``hydrocarbon solution". The hydrocarbon solution is a key process ingredient. Monitoring for it & Grease is appropriate. c. Conventional Pollutants: TSS and pH are appropriate; TN and TP seem, No re�sa� excessive with respect to the operation. Please eliminate these parameters. Item 4, Benchmarks — We discussed benchmarks and their use during our last teleconference on O September 14, 2012. The use of benchmarks is not appropriate for this new .-� facility, which is designed to prohibit stormwater pollution from the operation. Instead, we propose quarterly monitoring with samples collected at the stormwater outfall to the Broad River and analyzed for parameters as mentioned 3 + r� in the section above. We propose the permit be written to require "monitoring only" for the first two years of the operation. Information obtained for the first eight quarters of operation should be recorded and summarized in a report to support a recommendation for either a stormwater permit containing benchmark levels established based on potential impact to the Broad River, or a "no exposure" application and site status. The report would be submitted to the agency following the two year period of evaluation for review by DWQ. Based on this report the permit can be revised accordingly, or eliminated if the "no exposure" scenario is justified. The report would provide the raw data, an evaluation of the potential impact to the receiving waters based on the monitoring data and the conditions of the Broad River at the time of sampling, a recommendation on the need for benchmarks at this site, if appropriate a recommendation for the benchmark parameters and levels, and an evaluation of the site for "no exposure" status. If the "no exposure" scenario applies, an application for this status will be provided with the report. Since this is a new plant with no prior history available, and the design of the plant is such that stormwater is contained and controlled in areas of the operation, we believe the proposed approach allows for information to be gathered after the plant begins operating that will serve as a basis for developing a permit for the operation or justifying a "no exposure" scenario. Comments on the Draft Permit ,/ Part II Page 2 of 11 b Secondary Containment Re uirements and Records The later portion of this section should be eliminated beginning on the seventh dine -and following the words "areas shall be maintained." You have indicated during prior meetings, calls and communications that the permit will not require anything on internal monitoring, but will rely entirely on discharge point monitoring for regulatory purposes. Specific conditions provided on internal monitoring for captured water are inconsistent with these prior discussions. Part II Page 5 of 11, Section B: Analytical Monitoring Requirements Please see the above sections in the Staff Evaluation discussing the Analytical Monitoring Requirements. Benchmarks and their use in the permit should be eliminated, including the tiered approach for monitoring. Instead, Horsehead is proposing a' -Monitor Only" status for the facility for two years (eight quarters) following startup. Monitoring will be conducted at the discharge point to the Broad River and include collection and analysis of samples for Zinc, Lead, Cadmium, Oil & Grease, TSS, and pH.C- Monitoring results over this period of time will be used to evaluate the effectiveness of the facility design and stormwater management scheme, which is 0 based on a strategy to prohibit stormwater discharge containing contaminants from the operation. As noted, the monitoring results obtained over the eight quarters will be summarized in a report for submittal to the DWQ, and in support of a revised stormwater permit with benchmark levels established based on potential impact to receiving waters, or a "no exposure" status. Part II Page 14of 11, Section D: On -site Vehicle Maintenance Monitoring Requirements Please eliminate this section; there is no vehicle maintenance facility or activity that will be conducted on site. Comments on the Regional Office Comments Require SVNTPPP to be developed for startup — An SWPPP will be developed for the site prior to startup of the facility. Address failure modes with a back-up plan identifying management actions in response to atypical operating conditions — The SWPPP to be developed prior to plant startup will address this matter. Add chlorides to the sampling scheme — Based on the proposed approach for stormwater management and the sampling scheme and parameters described above, this monitoring will provide sufficient data to assess stormwater from the facility site. Mnitoring for chlorides will add 7 ono -additional -benefits and is not justified. 7 Add Auarterly acute toxicity testing to the sampling scheme — The level of stormwater management on this site is extensive and well beyond anything required under any other permit for facilities in North Carolina. Aquatic Whole Effluent Testing is not a standard industrial stormwater requirement. Application to a site with control systems as described above is not reasonable. The inclusion of toxicity testing is unsupportable and inappropriate. Provide a "step-down" in analytical testing from Quarterly to 2/yr after 3 years, conditional on results — In consideration of the proposed approach to monitoring, this should be evaluated based on results from the quarterly sampling over two years, along with the evaluation of a "no exposure" status for the site. 5 Pickle, Ken From: Pickle, Ken Sent: Tuesday, October 16, 2012 12:16 PM To: 'Basilone Tim' Cc: forrest.westall@mcgillengineers.com; Wilson, Susan A; Fox, Tim; Bennett, Bradley; Georgoulias, Bethany Subject: RE: status update Hi Tim, I apologize for the delay. I've reviewed your September 19 letter, and I think we are in agreement on most of your points. There are some other points that I think should remain as per the Staff Review Sheet and the draft permit. Going down your list of comments, here's where I am now with the comments in your 9/19/2012 letter. A. Staff Review comments 1. Agree to revise reference to waste material as the source of the zinc. You report that your raw material has not been classified as a waste material. 2. No change to my assessment of the Location Risk as deserving a rating of 6. In my mind this rating is an intuitive assessment of the sensitivity and fragility of the receiving water, not so much a rating of the facility. On the basis of the characteristics noted in the Staff Review, this rating stands. 3. Agree to revise downward the Other Factors Risk rating to acknowledge that extraordinary control measures are planned for this site. 4. Agree to revise the General Observations note on page 3 to acknowledge the level of stormwaters control designed into the facility. S. Agree to revise the language referencing "increased risk factors noted above". No change to quarterly monitoring recommendation, however. 6. Agree to revise the monitoring metals to include Cd instead of Ag, based on your report that Cd would be more likely present than Ag. 7. Agree to replace the reference to kerosene with "hydrocarbon solution" based on your report that `kerosene' is not used, and that hydrocarbon solution is a more accurate description. S. No change to the inclusion of nitrogen and phosphorus monitoring. The materials are present in the manufacturing process. We can re -visit this once the sampling results begin to accumulate. 9. Agree to revise the rationale for monitoring, and to disconnect the trigger between the monitoring and the Tiered structure for the first two years of sampling. Since this is an individual stormwater permit, NC procedures allow us to modify the sampling program during the term of the permit, without having to again go through the full permit issuance procedures. This provision is an administrative time saver for us, and it provides our permittees a quicker way to react to data accumulated during the term of the permit. While we agree that the monitoring without the Tiers approach has benefits in a start-up scenario for a totally new industry in North Carolina, we are not at this time agreeing with the forward looking statements in your letter as to No Exposure, or adjusting benchmarks. We will look to the data, and to the site circumstances in two years for guidance on a protective approach with respect to those aspects. 10. Agree of course to follow through with these Staff Review changes as they relate to the provisions of the permit. Draft permit comments 1. Agree to revise secondary containment requirements in Part II B 2 (b). However, I believe the physical arrangement at each containment area should still contain manually activated valves or other locking mechanisms for the discharge to the stormwater system. Contact me to discuss if I misunderstand something about the physical arrangement in the numerous containment areas. Agree to revise monitoring requirements per the related discussion above for the Staff Review. 3. Agree to remove the vehicle maintenance section based on your report that this activity will not take place on site. C. Comments on Regional Office input 1. Acknowledge that an SPPP will be prepared in advance of site operations. 2. Acknowledge that the SPPP will contain failure mode evaluations. 3. No change to the RO suggestion to monitor for chlorides. This is a reasonable parameter to suspect at the site, and two years of data may be useful in assessing its presence in stormwater discharges. To be included in the permit. 4. Agree not to include a requirement for toxicity testing on the basis of the proposed containment system for heavy metal solutions, and on the intuitive assessment of dilution effects from the Broad River. Consideration of the usefulness of toxicity testing may be revisited after discharge data is accumulated. S. Agree to include a step-down provision from quarterly monitoring. Note that every step-down provision comes with a companion step-up provision that would re -institute quarterly monitoring. D. Additional revisions to the permit 1. We will be writing the permit for an effective period of less than the maximum allowable period of 5 years. We agree that a two-year study with quarterly data, and summary interpretations of the data by both Horsehead and DWQ will be a good way to move the permittee into permit conditions especially relevant to the risks at the site. So we see it happening like this: two years of data; and an initial permit duration of three years; and a revised, re -issued 5-yr permit to follow based on the results and the interpretation of the data. E. Additional information requests 1. The large basin down by the Broad River, is it concrete lined? Is it earthen? Will containment be achieved by compacted earth liner construction? If earthen liner, what's the compaction spec? 2. We are still unclear on how Horsehead will determine whether to release water from the process containment areas, or whether not to discharge it but to put it back into the process, one way or another. Is there a threshold concentration of zinc that identifies a material as salvageable? Is there a pH? What exactly are the criteria for allowing release of the contained materials into the stormwater discharge? Our schedule: I'm out of the office now for a week, but I can put the permit out for public notice the first week in November. Best Regards, Ken Ken Pickle ` Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 4 , -1 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. picklePncdenr.gov Website: htto://i)ortal.ncdenr.ora/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Basilone Tim [mailto:tbasilone@horsehead.net] Sent: Monday, October 01, 2012 11:22 AM To: Pickle, Ken Cc: forrest.westall@mcgillengineers.com Subject: status update ' Ken, Hope all is well. Please advise me as to where things stand with our Stormwater Permit. It's been nearly two weeks since we provided comments to you, this after discussing these with you by telephone. Please advise when you would like to meet to finalize the draft, as I indicated I will come to Raleigh to work with you on this. Please advise me as to your schedule for getting the permit issued. Thanks. Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724,773,2223 F 412.788,4526 C 412.287.9871 TBasilone(c�Horsehead.net Pickle, Ken From: Pickle, Ken Sent: Friday, November 02, 2012 4:06 PM To: Wilson, Susan A; Fox, Tim Subject: FW: Answers to Permit questions Importance: High FYI, Horsehead Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken. picklePncdenr.gov website: http://portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Basilone Tim[ma ilto:tbasiloneCalhorsehead.net] Sent: Friday, November 02, 2012 4:00 PM To: Pickle, Ken Cc: forrest.westallC�mcgillengineers.com; Staley Anthony Subject: Answers to Permit questions Importance: High Ke n, Per our conversation yesterday, i am providing the following information in response to questions raised in your e-mail concerning the subject draft stormwater permit: Answer to E.1. The stormwater basin adjacent to the river is being provided primarily for energy dissipation. Its inclusion in the stormwater discharge system is not required and is being provided to assure that all of the energy of the discharged water is effectively transferred into the Broad River with no impact to the River Bank or the River Bottom. The basin is constructed of compacted earth and isn't lined. A "fore -bay" area at the outlet of the site stormwater pipe includes a large concrete dissipation structure and a transition area for flow to move into the main part of the basin. Answer to E.2. Stormwater from the containment areas will be monitored for relevant analytical parameters including those to be monitored at the cutfall and as listed in the NPi7ES stormwater permit. Procedures for managing the subject water will be described in the SWPPP, and will include BMP's for minimizing contaminant levels from entering water that is captured in containment. This plan will be completed prior to startup of the facility, and will include thresholds as to whether the water will be placed into processor released to stormwater. Be advised that our line of thinking at this point is that the rule is to place all water back to process, and the exception is to release the water to the stormwater outfall provided analytical results warrant such. Please advise me if you need any additional information. I look forward to receiving the draft permit from you sometime next week. Thanks Ken, have a nice weekend. Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773,2223 F 412.788.4526 C 412.287.9871 TBasilone(a-)Horsehead. net Pickle, Ken From: Pickle, Ken Sent: Friday, November 09, 2012 11:43 AM To: 'Basilone Tim' Cc: forrest.westall@mcgillengineers.com; Bennett, Bradley; Wilson, Susan A; Fox, Tim Subject: in -progress draft permit and staff report Hi Tim, Here are the two documents we have been working on together. My next step is to send these out to public notice in a local newspaper and the NC register, and to EPA Region IV. I'll be working on the public notice next week. Not a big task. I have made the changes indicated in our last correspondence with a couple of exceptions. Overall there are three things I want to especially call your attention to, and solicit your comments. See Part II page 9 of 11 for the new permit provision that allows de -coupling the sampling results from the benchmark values and Tiered response actions for two years. I've written this up for eight data points minimum plus Horsehead's summary report, presumably proposing revisions to the monitoring activities under the permit conditions. Because this is an individual permit (not one of our General Permits), we have the authority to revise the elements of any monitoring requirements without the additional administrative procedures and delay involved in a complete permit re -issuance. In my last note to you, I reported that we would be writing the permit for a shorter than usual duration, three years instead of five years. As I got down to actually making the changes in other parts of the permit that were time -dependent, it just seemed to me that the shorter duration was not necessary. So, I'm intending to go with the standard 5-year duration on the permit. Two aspects of the permit were on my mind, plus an administrative consideration: o As far as my administrative consideration, we're all looking for ways to stretch ourselves to fit the amount of work in our unit. That's not going to change in the foreseeable future. I'd rather the Stormwater Permitting Unit address the renewal of this permit in five years, rather than three years. o We agreed to a step-down, step-up provision in the sampling frequency that would allow semi-annual sampling rather than quarterly sampling. I base the step-down provision on eight consecutive results below benchmarks. Well, the provision hardly makes any sense if we stick with a 3-yr term for the permit. (This may be moot, since the next item below speaks to the summary report that we will act on in year 3.) o You suggested a two year data gathering ("monitor -only") period without benchmarks and Tiers, and DWQ agreed. So, we are already in agreement to review the monitoring provisions during the third year and make the changes to the permit that seem prudent. it's easier administratively (no public notice, for one example) for us to make the monitoring changes than it is to go through a permit renewal process. Presently I don't see the need to go through a re -issuance with the extra administrative requirements and comparatively longer time frame, when North Carolina rules allow us to make monitoring changes essentially unilaterally. I have revised the secondary containment language to be consistent with the standard language in all other North Carolina Stormwater permits. Please take a look at that in Part 11 Section A. W W in -progress FINAL revised iorsehead draft N.. »orsehead_Staff ... Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. pickle(? ncdenr.gov Website: httQ://portal.ncdenr,org/web/wq ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** jr T Irk 0 IIIIIIIII4 4� , , , I � � .. - i , " ` '. " 1, IL II% IIIA If III10 Iq e, AREAAM Iz IIlk- I'�4 Iwox & IUME%NLOADING IIZ I4 AM UNLOkING V i IAREA 900 e i GRINDING 2M I-T, �x GYPSUM �OILER g;r ROOM BELT AREA %Q =NQ %dF FILTER in ABEA 1 1 QQ WAREHOUSE v MPR 0 OM 4 InRO IIL lot IIt ,4. 00, 4 v a II�ADWIN BUILDING ( 110 IIIlk, j, Ir IIIIZ 0 u I4 I�k 4 41 It EGEND FINAL ST ESTINATIO L D ORMWATER N IIll Nun OT BROAD RIVER UUMMINATEU PROPERTY AREA nRAWING M 6000 SMRM WATER 011JE&L IIIII4 I4 AREA CONTAMINATED SW TESTED AND CONFIRMED CLEAN SW = TRANSFORMER CONTAINMENT 5118 = HELD FOR DISPOSAL =CONTROLLED RELEASE TO STORM SEWER = AREA 0200 CONTAINMENT 419500 = RECYCLED BACK TO PROCESS =CONTROLLED RELEASE TO STORM SEWER = AREA 0600 CONTAINMENT 67222 = RECYCLED BACK TO PROCESS =CONTROLLED RELEASE TO STORM SEWER = AREA 0100/= CONTAINMENT 157871 RECYCLED BACK TO PROCESS =CONTROLLED RELEASE TO STORM SEWER = GYPSUM CONTAINMENT 40245 RECYCLED BACK TO PROCESS =N/A = ACID CONTAINMENT 5520 RECYCLED BACK TO PROCESS =CONTROLLED RELEASE TO STORM SEWER = EN PROCESS BUILDING ROOF 48503 RECYCLED BACK TO PROCESS =N/A = ELECTROLYTE TMK CONTAINMENT 20214 RECYCLED BACK TO PROCESS =CONTROLLED RD-EASE TO STORM SEWER CARNEGIL STRNTLGIC DLSIGN I NIT r KitIII L. L C ;Al MIsxTEw ELM FLOW RUNOFF DIRECTION FOREST CITY IN.C. RAL ARRANG PROPOSED STORM SEWER/CATCH BASIN STORM WATER MANAGRUM ELAN DPWry PR Imulm ins Im T T -D -0000-G-1004 * 141 1 1 1 I 1 l 1 D WG. N 0. E Pickle, Ken From: Basilone Tim [tbasilone@horsehead.net] Sent: Monday, November 12, 2012 1:03 PM To: Pickle, Ken Cc: forrest.westall@mcgillengineers.com; Staley Anthony; Harris James Subject: Comments on the latest draft permit Importance: High Thank you for the opportunity to comment on the draft permit. I appreciate your evaluation and response to our prior comments on the former draft which were submitted to you and discussed in meetings with you. Your comments in your e-mail regarding the permit duration are fine, 1 have no specific comment on this item or any comments on other matters in your e-mail concerning alteration of the sampling frequency (step down or step up), and the administrative aspects associated with permit modifications, with the exception of comments provided below to the degree they relate to these matters. Our comments: 1. Please use the following description of the facility on the first page of the permit: Horsehead Metal Products, Inc. 484 Hicks Grove Rd. Mooresboro, NC 28114 2. The facility will not commence operations until September 2013 or possibly later. This being the case, please adjust the effective date of monitoring under this permit to the date which the operation of the facility commences, adjust the language on Page 9 to reflect the eight quarters of monitoring will begin after startup, and-adjusfthe schedule.on PagLb-to`reflect the same: 3. Please consider delaying the application of the Tiered response actions until after completion of the evaluation period following the submittal of the summary report to the NCDENR. I believe this has merit because as part of the summary report a proposed alternative monitoring scheme, if applicable, will be provided — as described in the current language on page 9. This alternative monitoring scheme will be based on the eight quarters of monitoring results that have been acquired, and may include but not necessarily be limited to, any or all of the following: ■ a recommendation for alternate benchmark levels based on characterization of stream impacts on receiving waters. ■ a recommendation for a No Exposure Exclusion ■ alteration of the required sampling frequency ■ alteration of the tiered activities required if a benchmark limit is exceeded 4. In light of our comment in 43 above, we recommend that the NCDENR consider holding off on the establishment or application of any benchmarks until the monitoring and evaluation period is over, the report has been submitted for evaluation by NCDENR, and the permit is modified accordingly at that point in time. Using this approach the monitoring period would be used to establish benchmarks for use in a permit. The basis for this comment is consistent with our discussions and prior comments submitted to the NCDENR, benchmark levels are not related to stream impact or environmental impairment in this particular case, but are more so arbitrarily assigned. This being the case using benchmark levels such as 0.001 mg/L or 1 ug/L for cadmium, and 0.030 mg/L or 30 ug/L lead, 0.067 mg/L or 67 ug/L zinc, and 860 mg/L chlorides it is well within the realm of possibilities that metal and other concentrations at levels exceeding the benchmark originate from indigenous I natural sources and not the operating facility. - In other words the benchmark levels are below levels that may exist under natural conditions. If this is the case, the tiered levels of activities, which are required, would likely prove to be fruitless in attempting to understand a cause at the facility, and consequently this would likely result in a waste of valuable resources in the attempt to mitigate the cause (to below benchmark levels). As discussed with you earlier, we believe benchmark levels if used, should be established with an appropriate buffer based on the potential for environmental harm to the receiving stream, and not set at arbitrary low levels that cannot be explained with respect to their relationship to any potential environmental impairment. Please advise me if you would to discuss this further. I can meet with you in your office or by telephone to discuss potential alternative approaches to resolve these matters. Ken, you've done a lot of good work here, and we appreciate that. We look forward to working with you and remain committed to get this permit completed in the most reasonable manner and as quickly as possible. Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412.788.4526 C 412.287.9871 TBasilone(c-DHorsehead. net B Pickle, Ken From: Forrest Westall [forrest.westall@mcgillengineers.com] Sent: Tuesday, November 13, 2012 9:30 AM To: Pickle, Ken Cc: 'Basilone Tim' Subject: RE: in -progress draft permit and staff report Thanks Ken. I hope you are having a good week, Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone: 828.252.0575 1 Fax: 828.253.5612 Email: forrest.westall@mcgillengineers.comlWebsite: www.mcgillengineers.com From: Pickle, Ken [mailto:ken. pickle@ncdenr.gov] Sent: Tuesday, November 13, 2012 8:28 AM To: forrest.westall@mcgillengineers.com Cc: Basilone Tim Subject: RE: in -progress draft permit and staff report Thanks, Forrest, you are correct, my mistake. We don't have to provide notice to EPA, nor do we send them a review copy of the permit in advance of finalization of it. We do send them a paper copy when the permit is issued. Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. pickleCa)ncdenr.aov Website: http://portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations." From: Forrest Westall [mailto:forrest.westalMmcgillengineers.com] Sent: Monday, November 12, 2012 7:13 AM To: Pickle, Ken Cc: Basilone Tim Subject: RE: in -progress draft permit and staff report Al Thanks Ken. I am in contact with Tim and we are working on some comments. One issue that I noted in reading your e- mail is EPA review. We had not discussed this previously. Due to the NPDES Process WW permit, the facility is classified as a minor facility and a review by EPA of the process WW permit was not required. My understanding is that because the facility is classified as a minor, EPA review isn't required. Please clarify. Tim will be in touch concerning any comments we may have on the draft package. Take care, Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone: 828.252,0575 1 Fax: 828.253.5612 Email: forrest.westall@a mceillengineer_s.com 1 Website: www.mcgilleneineers.com From: Pickle, Ken fmailto:ken. l2ickleCd)ncdenr.gov] Sent: Friday, November 09, 2012 11:44 AM To: Basilone Tim Cc: Forrest.westall@mcgillengineers.com; Bennett, Bradley; Wilson, Susan A; Fox, Tim Subject: in -progress draft permit and staff report Hi Tim, Here are the two documents we have been working on together. My next step is to send these out to public notice in a local newspaper and the NC register, and to EPA Region IV. I'll be working on the public notice next week. Not a big task. have made the changes indicated in our last correspondence with a couple of exceptions. Overall there are three things I want to especially call your attention to, and solicit your comments. 1. See Part II page 9 of 11 for the new permit provision that allows de -coupling the sampling results from the benchmark values and Tiered response actions for two years. I've written this up for eight data points minimum plus Horsehead's summary report, presumably proposing revisions to the monitoring activities under the permit conditions. Because this is an individual permit (not one of our General Permits), we have the authority to revise the elements of any monitoring requirements without the additional administrative procedures and delay involved in a complete permit re -issuance. In my last note to you, I reported that we would be writing the permit for a shorter than usual duration, three years instead of five years. As I got down to actually making the changes in other parts of the permit that were time - dependent, it just seemed to me that the shorter duration was not necessary. So, I'm intending to go with the standard 5-year duration on the permit. Two aspects of the permit were on my mind, plus an administrative consideration: As far as my administrative consideration, we're all looking for ways to stretch ourselves to fit the amount of work in our unit. That's not going to change in the foreseeable future. I'd rather the•Stormwater Permitting Unit address the renewal of this permit in five years, rather than three years. We agreed to a step-down, step-up provision in the sampling frequency that would allow semi-annual sampling rather than quarterly sampling. I base the step-down provision on eight consecutive results below benchmarks. Well, the xz . ...... ... • jj 14/ All VW itz , t f Ao% NI -7- 76- 00 4N. 4"1 In Ld K�a Pickle, Ken From: Basilone Tim [tbasilone@horsehead.net] Sent: Wednesday, July 25, 2012 2:07 PM To: Pickle, Ken Cc: forrest.westall@mcgillengineers.com Subject: RE: Draft permit, staff report Ok Ken, plan on this meeting. I'll get an agenda to you beforehand and other information that applies. Thanks. Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412,788,4526 C 412.287.9871 TBasiloneCcDHorse head. net From: Pickle, Ken [mailto:ken.pickle@ncdenr.gov] Sent: Wednesday, July 25, 2012 1:29 PM To: Basilone Tim Cc: forrest.westall@mcgillengineers.com; Wilson, Susan A; Bennett, Bradley Subject: RE: Draft permit, staff report Hi Tim, That's good for me, and Asheville confirms they will participate via conference call. Thanks & see you then. Anything you can send in advance will help us have a productive meeting. Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. r)ickle@ncdenr.gov Website: htto://cortal.ncdenr.org/web/wci/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Basilone Tim [mailto:tbasilone@horsehead.net] Sent: Wednesday, July 25, 2012 1:00 PM To: Pickle, Ken Cc: forrest.westall@mcgillengineers.com Subject: RE: Draft permit, staff report Ken, How does Monday the 6"' work for you to meet at your offices? I'll plan on coming in on the morning flight from Pittsburgh scheduled to arrive at 10:30 AM. The flight in the afternoon is at 3:21 PM'. Could we plan to meet at around 11-30 AM and reserve two hours for the meeting? I know this is lunch time, but thought maybe we could grab a sandwich and work through. I'll need to depart around 1:30 PM to catch my flight back to Pittsburgh. Please advise if this works for you. Thanks. Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412,788.4526 C 412.287,9871 TBasilonea,Horse head, net From: Pickle, Ken [ma ilto:ken. pickle@ncdenr.gov] Sent: Monday, July 23, 2012 8:00 AM To: Basilone Tim Subject: RE: Draft permit, staff report Hi Tim, Both of those are good for me. Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. pickle@ncdenr.gov Website: http://portal.ncdenr_orQ/web/wci/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Basilone Tim[ma ilto:tbasilone(&horsehead.net] Sent: Saturday, July 21, 2012 5:51 PM To: Pickle, Ken Subject: RE: Draft permit, staff report Ken, It's looking like August 6 or August B. Are both of these dates available for you to meet in Raleigh? Please advise. Tim r • 1 Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724,773.2223 F 412.788.4526 C 412.287.9871 TBasilone _Horsehead. net From: Pickle, Ken [ma ilto:ken. gicklePncdenr.gov] Sent: Thursday, July 19, 2012 1:42 PM To: Forrest Westall; Basilone Tim Cc: Wilson, Susan A; Bennett, Bradley Subject: FW: Draft permit, staff report Hi Tim, Hi Forrest, received commen from the Asheville Regional Office on the proposed draft permit for Horsehead. Please see p. 4 of 4, attache . Spe A recommendations: • uire SPPP to be developed before start up. Note this is already required in the boilerplate (Part Ill Section A ). Oops, my oversight: during the discussion with ARO, I forgot that the draft permit already requires that the SPPP be in place on day one. ARO's comment emphasizes the importance that we attach to implementing the SPPP at this site. I'm not inclined to withhold the permit issuance for the completion of the SPPP, however. SPPP to address potential failure modes with a back-up Ian identifying management actions in response to atypical operating conditions. I like it. One path for us would be to revise the draft permit text to require some form of ARO prior revie and approval of the SPPP. Let's discuss. • Add chlorides to the monitoring suite. Reasonable, I like it. Draft permit to be revised to include chlorides. • Add quarterly acute tox testing. Reasonable given that heavy metals are of concern, I like it. Draft permit to be revised to include tox testing. • Provide a 'step-down' in analytical testing from quarterly to 2/yr after 3 years, conditional on results. I like it. Draft permit to be revised to include step-down provisions, conditional on results. After three years, ARO and Central Office to jointly evaluate results in response to a petition from the permittee for reduced monitoring. Gentlemen, we talked about a meeting in Raleigh to go over your comments on the draft permit, and on ARO comments. ARO will participate in the discussion, either by conference call, or in person. I know you're anxious to expedite our process, so let's have the meeting ASAP. Whatever you can supply as far as any pre -meeting outline of the topics and supporting ideas would help us prepare for an effective meeting. Over the next month, I'm available the remainder of July, except for July 26. I'm also available up through August 16, but not Friday, August 17 — Thursday, August 23. If you will suggest a couple of dates, we can see about ARO participation. Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken.12ickle@ncdenr.gov Website: http:I/I)ortal.ncdenr.org/web/wgLws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations." From: Wilson, Susan A Sent: Wednesday, July 18, 2012 11:58 AM To: Pickle, Ken Subject: RE: Draft permit, staff report Ken — here's the signed staff report/ARO comments. Thanks! Susan A. Wilson - Susan.A.Wifson ncdenr.Fzov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Quality - Surface Water Protection 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. From: Pickle, Ken Sent: Wednesday, July 18, 2012 11:51 AM To: Wilson, Susan A Subject: RE: Draft permit, staff report Ok, will let you know. kbp Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken.pickle2ncdenr.gov Website: htto://oortal.ncdenr.org/web/wa/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Wilson, Susan A Sent: Tuesday, July 17, 2012 1:18 PM To: Pickle, Ken Cc: Cranford, Chuck Subject: FW: Draft permit, staff report Ken — I have to sit in on the supervisors meeting.for Chuck on Aug. 1 . let me know when you plan this meeting — I think we'd like to be included (if not in person then via conf. call). Susan A. Wilson - Susan.A.Wilson@ncdenr.gov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Quality - Surface Water Protection 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax:828-299-7043 Notice. E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. From: Pickle, Ken Sent: Friday, July 13, 2012 12:52 PM To: Basilone Tim Cc: Forrest Westall; Bennett, Bradley; Wilson, Susan A Subject: RE: Draft permit, staff report Hi Tim, I spoke with the Asheville Regional Office this morning and received a verbal review of their issues/comments. They have some good observations, and have promised written comments NLT next Wednesday. Maybe we can schedule a meeting around August 1, one way or the other? Best Regards, In'i' Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919)807-6494 Email: ken. ickle@ncdenr.gov Website: htto.//oortal.ncdenr.ora/webJwg/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Tuesday, July 10, 2012 12:49 PM . To: 'Basilone Tim' Cc: Forrest Westall; Bennett, Bradley Subject: RE: Draft permit, staff report Hi Tim, Thanks for noting the issues. We'll be glad to meet with you on these items. I'll let you know ASAP after I have comments in hand from the Regional Office. See below my attempt to pare back the items that I don't think we have any disagreement on. My comments in red. I114wi Ken Pickle Environmental Engineer NCDENR i DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.pickle(c�ncdenr,gov Website: http lll)ortal.ncdenr.org/weblwg/`ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Basilone Tim[mailto:tbasiloneCcbhorsehead.net] Sent: Monday, July 09, 2012 4:13 PM To: Pickle, Ken Cc: Forrest Westall Subject: RE: Draft permit, staff report Ken, After you receive comments from the4'ne would like to meet with you to discuss our comments. At #his point you shed be advised of the following. 1 The facility will not process abut raw material that is a product "zinc oxide". My mistake. Not significant to my evaluatioapplication�ll change the Fact Sheet accordingly. 2. We need a more complete understanding of the risk evaluation and the basis for benchmark levels. Let's talk. It is not kerosene that is the carrier hydrocarbon but a product that has less aromatics than kerosene. We'll get the specific name for you. Probably not an issue for me whether it is kerosene, or kerosene -like. Is it a riws-'r-10 petroleum hydrocarbon? Probably not significant in the resulting elements of the permit text. I'll adjust the Fact Sheet accordingly. 4. Benchmark values - we need to discuss these because of specific discOL a characteristics for the site. Let's talk. Q 5. It appears as though the amount of monitoring in addition to the tiered levels is overly restrictive. Let's talk. 6. Described internal monitoring for water in secondary containment features is inconsistent with our prior discussions. OK, let's go over this again. We'd like to meet with you in Raleigh after you receive other comments. Thanks for the opportunity to review the drat permit at this early stage. Tim Timothy R. Basilone Vice President - Environmental Affairs Horsehead Corporation 4955 Steubenville Pike Suite 405 Pittsburgh, PA 15205 P 724.773.2223 F 412788.4526 C 412.287.9871 TBasilone aC7,Horsehead.net From: Pickle, Ken [ma ilto:ken. pickle(&ncdenr.gov] Sent: Friday, June 29, 2012 3:06 PM To: Basilone Tim; Forrest.westall2mcgillen4ineers.com Subject: Draft permit, staff report Hi Tim, Hi Forrest, Here is the draft permit, and our staff report, which is an abbreviated rationale document in support of the permit conditions. The staff report makes a condensed record of how we view the site and the application, and serves as the key communication tool between the initial application reviewers (me) and our Regional Office staff. Our standard step now is to solicit comments from the Regional Office. I've asked for comments back from the Asheville Regional Office by mid -July. By transmittal of this advance courtesy copy, I'm also soliciting your comments on the draft permit. Sorry for the delay beyond my most recent promise date: COB Friday, instead of COB Thursday. Best Regards, Ken Ken Pickle Environmental Engineer NCDENR i DWQ j Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919)807-6494 Email: ken, picklencclenr. ciov Website: htti)://i)ortal.ncdenr.org/w.eb/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** Pickle, Ken From: Pickle, Ken Sent: Tuesday, June 05, 2012 3:23 PM To: Ratcliffe, Judith Cc: Gadd, Laura; Georgoulias, Bethany; Bennett, Bradley Subject: RE: Broad River, Rutherford County J udy, Thanks for the help, I really appreciate it. Our stormwater permitting program typically would want to know about aquatic T&E species maybe 20 — 30 times per year. Would you be the best entry point into NHP information? How would we do that most conveniently for you all? Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service, Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. picklePncdenr.00v Website: http://portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Ratcliffe, Judith Sent: Tuesday, June 05, 2012 3:14 PM To: Pickle, Ken Cc: Gadd, Laura Subject: Broad River, Rutherford County Hi Ken, checked our records for aquatic species in the Broad River, Rutherford County, vicinity of the project and there are no records for any rare aquatic species. The site of the project itself appears to overlie one of our Programs Significant Natural Heritage Areas, Brice Rare Plant Site. This site provides habitat for a Federal Threatened. plant, Dwarf -flowered heartleaf (Hexastylis naniflora). The applicant may already be aware of this as our Program provided comments on this project in October 2011. If they have not already done so, they may wish to consult directly with Mara Alexander with the US Fish and Wildlife Service (828-258-3939 x238) and/or Rob Evans with the NC Plant Conservation Program (919-218-5774). I've cc: Laura Gadd, our Program Botanist, as she is responsible for our rare plant records. Please let me know if I can be of further assistance... Judy Judith Ratcliffe Freshwater Ecologist, Eastern Region .NC Natural Heritage Program 919-707-8628 judith.ratcliffe@ncdenr.gov www.ncnhp.org Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Tuesday, June 05, 2012 8:48 AM To: Ratcliffe, Judith Subject: FW: Sent via Google Maps: ken.oCkle@ncdenr.gov sent you: A Maps link Hi Judy, thanks for your note yesterday. Did you get the Google Map email? Was the link active? If not, here's another attempt with a site location: In Rutherford County, mile north of the NC -SC state line, %- % mile west of US 221, South bank of the Broad River, Tucked into the curl of the railroad line running NE and then NW, I'm interested in whether there are any T&E aquatic species from this point downstream some nominal distance; and whether that might impact the conditions that I write into my permit for this site. Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken.oickleCb)ncdenr.gov Website: http://portal.ncdenr.org/web/wg/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: noreply(agoogle.com [malto:noreplyCa.)google.com] Sent: Tuesday, June 05, 2012 8:39 AM To: Ratcliffe, Judith Subject: Sent via Google Maps: ken. pickleCa ncdenr.goov sent you: A Maps link This email was sent to you by a user on Google Maps: . +l. Hi Judy, thanks for your help. OK, here is Google Map's email capability. I hope this works for us. The site is the cleared area centered in the photo, and on the south bank of the Broad River in Rutherford County. One-half mile north of the NC -SC state line; one -quarter mile west of US 221. Two powerline ROWs run east -west in the vicinity, with the southern ROW cutting through the site. The site is located in the curl of the railroad where it turns from a northeast direction to a northwest direction. I've never used this from Google Maps so I'll follow up with another email to see if you received this one. Thanks again for your help! Ken Hi, I'd like to share a Google Maps link with you. Link: <http://maps.google.com/mays?hl=en&ie=UTF8&11=35.192784,- 81.850805&s n=0.025216 0.038409&t=h&z=15&vsrc=6> 9 'i Picyle, 4n From: Forrest Westall [forrest.westall@mcgillengineers.com] Sent: Monday, April 02, 2012 2:56 PM To: Pickle, Ken Cc: Bennett, Bradley Sub;-cct: RE: Horsehead application Thanks Ken. I will check with Tim Basilone so we can set a date and time. Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone:828.252.0575 1 Fax: 828.253.5612 Email: forrest.westall@mceiliengineers.com I Website: www.mcgillengineers.com From: Pickle, Ken [ma ilto:ken. picikie@ncdenr.gov] Sent: Monday, April 02, 2012 2:10 PM To: forrest.westall@mcgillengineers.com Cc: Bennett, Bradley Subject: RE: Horsehead application Hi Forrest, Yes, after I return might be a pretty good arrangement. Either the first or second week of May? Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. pickleCa ncdenr.gov Website: http://portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Forrest Westall [mailto:forrest.westall@mcgillengineers.com] Sent: Monday, April 02, 2012 1:23 PM To: Pickle, Ken Subject: RE: Horsehead application Thanks Ken. I left you a voice -mail on Friday about waiting until after your trip. How do you feel about that? I w� give you a call to discuss. r . Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone: 828.252.0575 1 Fax:828.253.5612 Email: forrest.westaIICcDmc i� Ile nginee rs.com I Website: www.mcgillengineers.com From: Pickle, Ken[maili`o:kerr.pickle@ncdenr.gov] Sent: Monday, April 02, 2012 12:43 PM To: forrest.westalL@mpgillengineers.com Cc: Bennett, Bradley; bill.sperry@mcgillengineers.com; ieff.bishop@Mcgillengineers.com Subject: RE: Horsehead application Hi Forrest, The check and three copies of the up-to-date Site Plan were stamped in today. This makes the complete package submittal date today, April 2, 2012. Ken Ken Pickle Environmental Engineer NCDENR l DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken.pickle@ncdenr.gov Website: http://portal.ncdenr.org/wpb/wq ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Forrest Westall [mailto:Forrest.westall@mcgillengineers.coml Sent: Thursday, March 29, 2012 9:01 PM To: Pickle, Ken Cc: Bennett, Bradley; bill.sperry@mcgillengineers.com; jeff.bishop@mcgillengineers.com Subject: RE: Horsehead application Hi Ken, I was out of the office today. I got your voice mail after 5 today and checked with our folks and found out we had addressed the fee issue. I apologize for the oversight on the check. We will provide the correct site drawing or make sure our reference to attachments is correct. I will touch base with our folks tomorrow to make sure. I will be back in touch on setting up a meeting. Thanks, W. Forrest �; Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone: 828.252.0575 1 Fax: 828.253.5612 Email: forrest.westall@mcgiilengineers.com I Website: www.mcgillengineers.com From: Pickle, Ken [mailto:ken.aickle@ncdenr.Aovl Sent: Thursday, March 29, 2012 2:58 PM To: bill.saerry@mcgillengineers.com Cc: forrest.westall(abmc igiliengineers.com; Bennett, Bradley Subject: RE: Horsehead application Bill, Forrest, I also note in just a quick check of the enclosures listed both in Mr. Basilone's transmittal letter and in the list of Attachments that the reference is to revision D of the site drawing. Unfortunately, the drawing in my 3 packages is revision C. Please include the most up to date site plan along with the check. Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken.0ckle@ncdenr.Aov Website: http://portal.ncdenr.org/web/wa/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Thursday, March 29, 2012 2:19 PM To: 'bill.sperry@mcgillengineers.com' Cc: 'forrest.westall@mcgillengineers.com' Subject: FW: Horsehead application Bill, Per your request. Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919)807-6494 Email: ken, ncdenr.gov Website: htti)://portal.ncdenr.org/web/wo/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Thursday, March 29, 2012 12.55 PM To:'forrest.westall@mcgillengineers.com' Cc: Bennett, Bradley; Chernikov, Sergei Subject: RE: Horsehead application Hi Forrest, The Horsehead package was stamped in yesterday. Upon first review this afternoon, I note that there is no permit application fee. The fee is $860, payable to NCDENR. We are aware of our promise to you and to Horsehead to expedite processing of the application. But, we cannot even enter the application into the tracking system and assign an application number, or otherwise process the application without the fee. Under most circumstances we send such submittals back to the applicant with a form letter noting the missing fee. Please send the check to me ASAP. Overnight would be best if you can manage that. I note that there was some confusion in delivery address for the package (initially directed to Mike Randall, I believe). Use this street address for me: NC Division of Water Quality Archdale Building 512 North Salisbury Street Raleigh, North Carolina 27604 Attention: Ken Pickle, Stormwater Permitting Unit Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Pickle, Ken From: Pickle, Ken Sent: Thursday, April 05, 2012 12:26 PM To:'forrest.westall@mcgillengineers.com'; bill.sperry@mcgillengineers.com Cc: Bennett, Bradley Sub;ect: Horsehead review in progress Hi guys, Here's my quick, first review of just the site plan, rev.D. I have these few questions on the various areas indicated on the drawing. Controlled Release of Clean Sw a • Area 100/300. Looks like the rectangular detention pond will have a valved discharge internal to the pond. Or is there some other configuration planned? • Area 200 Detention Pond: You have listed this as a controlled release area, but it's not clear on the drawing that there are physical provisions to convey any fluid in this area to the storm sewer. Please let me know how you will do that. • Area 600: Looks like the rectangular detention pond will have a valved discharge internal to the pond. Or is there some other configuration planned? • Transformer containment: It's not clear that there is a catch basin nearby in the storm sewer system. Do you intend to just open a valve and let the accumulated stormwater run 75' east across the paved area? Is there intended to be a piped connection? Is there a valved configuration of any sort? • Acid containment: Is there a valved configuration of any sort? Do you intend to pipe this to the catch basin immediately to the north? Or do you intend to release the contained stormwater to the paved surface? • Electrolyte tank containment: Looks like you intend to release to the catch basin immediately to the south of the tank containment. Right? Piping and valved configuration? Areas not released to 60" storm sewer: • Gypsum containment: This area is listed as not discharging, but yet I see a catch basin on the 60" storm sewer within the gypsum containment area. What's up with that? • Area 400, EW Process Building roof: This runoff is listed as being totally recycled back to the process. How will that be physically accomplished? Why? So, the roof runoff is not conveyed to the surface via downspouts? Areas with uncontrolled release to 60" stormwater: • Areas 500, 900, 1000, 1100, Lab, Boiler Room, Compressor Room: No comments. Included in this list just for completeness. Other: • 1 see two areas labeled Area 700 Reagents. Is this an error, or are there really two Areas 700? Is there an Area 800? • As I recall our discussions, the large open area on the north east corner of the site will be unused under current start-up plans. Horsehead should be sure that any subsequent utilization of this area is checked against potential stormwater impacts, and compliance with the terms of the eventual stormwater permit. • Would you remind me how the stormwater runoff from the industrial activity labeled 'WOX and Lime Unloading' will be handled? I can't remember if we discussed this, and I can't tell from the drawing. Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ j Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.pickle@ncdenr.gov Website: httpLUportal.ncdenr.ora/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** Pickle, Ken From: Pickle, Ken Sent: Tuesday, May 08, 2012 1:02 PM To: Bennett, Bradley Subject: Horsehead permit application Bradley, FYI, No Action: Met at length this morning with Forrest and Tim Basilone, the head horse for Horsehead. They wanted to: • Respond to my email add -info from April 5 (complete submittal received April 2); • Submit a new Site Plan; • Explain a slightly revised concept for containment at the site and provide sufficient description of it for my comfort; • Answer any questions I may have. I promised to produce a draft permit within 60 days of the application. I don't see any problem with this, since I have a good site plan and a pretty good general understanding of their manufacturing activities already in hand. I explained the next steps were for me to pick the monitoring parameters, and then to go over the individual permit template and boilerplate in order to be sure all the conditions fit the circumstances at this site. Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken; )ickle ncdenr.gov Website: htti)://Portal.ncdenr.orqlweblwq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations." Pickle, Ken From: Pickle, Ken Sent: Thursday, May 17, 2012 12:16 PM To:'forrest.westall@mcgillengineers.com' Cc: 'Basilone Tim'; Bennett, Bradley; Georgoulias, Bethany Subject: RE: SW Template Attachments: Individual Permit_Template_FINAL_1Mar2012,docx Hi Forrest, Here's the template we're using now. Some background on how I will convert this template into Horsehead's permit: • We start with the template and then Parts I and II are subsequently crafted/edited to be site specific, and to address DWQ's assessment of the nature and degree of the pollutant risk on the.site. The anticipation of crafting this part of the permit is what fuels our seemingly unrelated questions about processes, operations, and site conditions - - we want a comprehensive picture of what happens on a site so that we can assess the risk of the potential of pollutant releases via stormwater discharges. • Parts III and IV are the boilerplate provisions which we edit less frequently since the conditions contained therein are generally considered to be applicable for all of our stormwater permittees, regardless of site -specific conditions. • Note that the file is dated March 2012: this template evolves overtime as our experience grows implementing it. It is updated irregularly as we feel the need, usually based on our crisper understanding of exactly what federal rule requires of the agency (us) and the permittee, and how we might more effectively protect the water quality of North Carolina. • Although our work on an individual permit is based on the template, we typically review every sentence in the document to be sure there are no internal inconsistencies. Out of respect for the continuing reuse of the boilerplate in other permits, we may leave in boilerplate provisions that don't apply for the site conditions of a particular permittee, as long as they're not contradictory to other portions of the text. I'm scheduled to complete my first, internal, draft tomorrow. I'll contact you with any questions, but realistically, I don't expect to have any. I should have a courtesy early -review copy early next week. If you have comments on that version, I'll consider/incorporate/reject them and then start the 'Staff Report' step with the Regional Office. The RO will review the pre -draft version and comment on it. I'll then publish the official 'Draft' permit and send it to you for any other comments. Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken, oickle@ncdenr.gov Website: httr)://iportal.ncdenr.org/web/wq/­ws/­su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Forrest Westall [mailto:forrest.westall(a)-mcoillengineers.com] Sent: Wednesday, May 16, 2012 10:37 PM To: Pickle, Ken Cc: 'Basilone Tim' Subject: SW Template Hi Ken, At our most recent meeting we discussed the SW permit template you planned to use for drafting the Horsehead permit. You indicated you would share that with us. Could you please shoot me and Tim Basilone a copy of that for our review? Thanks for your help. Also, could you update us on the status of the drafting effort? I know you've had a lot to catch up on since returning from your trip, but just wanted to make sure that if there are any issues we need to address that we can get back to you quickly. I appreciate it. Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone:828.252.0575 1 Fax:828.253.5612 Email: forrest.westall@mcgillengineers.com I Website: www.mcgillengineers.com Pickle, Ken From: Pickle, Ken Sent: Thursday, March 29, 2012 2:19 PM To:'bill.sperry@mcgiIlengineers.com' Cc: 'forrest.westall@mcaillengineers.com' Subject: FW: Horsehead application Bill, Per your request. Ken Pickle Environmental Engineer NCDENR I DWQ ! Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken. r)ickle@ncdenr.gov Website: http://i)ortal.ncdenr.org/web/wgZwsLsu ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Thursday, March 29, 2012 12:55 PM To: 'forrest.westall@mcgillengineers.com' Cc: Bennett, Bradley; Chernikov, Sergei Subject: RE: Horsehead application Hi Forrest, The Horsehead package was stamped in yesterday. Upon first review this afternoon, I note that there is no permit application fee. The fee is $860, payable to NCDENR. We are aware of our promise to you and to Horsehead to expedite processing of the application. But, we cannot even enter the application into the tracking system and assign an application number, or otherwise process the application without the fee. Under most circumstances we send such submittals back to the applicant with a form letter noting the missing fee. Please send the check to me ASAP. Overnight would be best if you can manage that. I note that there was some confusion in delivery address for the package (initially directed to Mike Randall, I believe). Use this street address for me: NC Division of Water Quality Archdale Building 512 North Salisbury Street J.--, WT . Raleigh, North Carolina 27604 Attention: Ken Pickle, Stormwater Permitting Unit Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken.aickle(ftcdenr.Qov Website: httt)://Portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Tuesday, March 27, 2012 11:50 AM To: 'Forrest.westafl@mcgillengineers.com' Cc: Bennett, Bradley Subject: RE: Horsehead application Forrest, There's one other aspect that might provide some additional light on our need to meet and discuss the application. We will be issuing a stormwater permit. There is no Authorization to Construct permit for stormwater. So, our review of the application will not be an engineering review of the details of the pollution control facilities. We will issue the permit based on the following: • Is there a Site Plan drawing that identifies the property boundaries, the location of manufacturing activities, the Stormwater conveyances, stormwater BMPs (if any), and the discharge points? o We need this as just general information —what does the site look like? Can our inspectors make their way around the site with the Site Plan to provide some perspective of how it all goes together? a We need this to assure ourselves that the applicant has correctly identified all his Stormwater discharge points. Is there some identification of the raw materials, ingredients, additives, by products, waste products, and final products? o We need this to know what parameters to put into the permit in order to monitor for the appropriate potential pollutants. Is there a clear delineation between wastewater and stormwater, and is it clear that the two different waters are effectively segregated from each other by virtue of the physical elements of the manufacturing operations? o We need this to be sure that the permittee understands that our permit authorizes the discharge of stormwaters, but not wastewaters. hope I haven't mis-led the permittee by my interest in his process, his facility, his operations. I have asked a lot of questions about those things. Those aspects are not permit application review points. My interest in them is only from the perspective that all of that surrounding knowledge helps knit together the whole in my mind, and helps me feel that my part (the stormwater permit) is consistent with all the rest of the site conditions. At this point, I need to drop back to strictly what are the application review points. My interest in all the surrounding knowledge is at an end. So, I don't need further explanation of their process, their site, their operations. Hence my uncertainty as to why we need to meet. (Of course, real world conditions can always present circumstances that don't fit my nice neat compartmentalization.) ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.pickle@ncdenr.gov Website: htto://i)ortal.ncdenr.ora/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Tuesday, March 27, 2012 11.16 AM To:'forrest.westall@mcgillengineers.com' Cc: Bennett, Bradley Subject: Horsehead application Hi Forrest, I listened to your voice message this morning. It's good to know that the application is either in the mail, or already here. Thanks for the heads -up. We will attend to it quickly. Yes, a meeting shortly after we receive the application might be helpful. I suggest we tentatively schedule it, and allow DWQ the prerogative of calling it off if we don't see any need to meet. Early the week of April 9 might be best. o Do you think we will need to meet? I think we talked through the concepts pretty well. I guess the details will show how well we communicated with each other on the concepts. o If you think now that we certainly will need to meet, my question would be, why? Let us know in advance why so that the meeting can be as productive as possible. o I mean, unless there is something peculiar, we don't need Horsehead to talk us through their application. Do we? We have a couple of complicating issues wrt our time to meet that week. o We were scheduled to be moving personnel and office furniture all. around Archdale the week of April 9- 13. But, as soon as Bradley sent around the move schedule this week, we got news of a delay based on another agency's constraints. Now we are not sure when we will be moving. It may be.that the week will be totally free from moving activities. It may not. o Bradley and Dave Goodrich are coordinating the move for multiple units in DWQ. So, Bradley's availability during that week is uncertain, in part because the actual date of the move is now uncertain. o I have a.limited window that week: a meeting with a non -perm ittee and his attorney seeking special concessions on stormwater permitting conditions, and enlisting the assistance of Representative Owens on Thursday afternoon. And, I'll be out of the office Friday in preparation for leaving on vacation in Italy for the next two weeks. (Through May 1.) o Hence my suggestion that we tentatively schedule the meeting early in the week. That may only give us a little more than a week to do a cursory review of the submittal, but that's typically all that is required anyway to spot a snag in an application. Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken. Pickle@ncdenr.gov Website: http://portal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** Pickle, Ken From: Forrest Westall[forrest.westall@mcgillengineers.com) Sent: Thursday, December 08, 2011 7:47 AM To: Pickle, Ken Cc: Bennett: Bradley; Chernikov; Sergei, Karoly, Cyndi; Matthews, Matt, Wakild, Chuck; 'Basilone Tim'. 'Cooper Darin'; jeff.bishcp@rncgillengineers.com; keith..lebbgm.-gillengineers.corn Subject: RE: Horsehead Meeting November 29, 2011 Hello Ken, Thanks for the follow-up and the confirmation on the substation and the distinction about stormwater originating within the production area. We will be sure to address your comments about the access and perimeter roads in the final site layout and design. We appreciate the time you provided last Tuesday to meet with Darin, Tim and me so we could review the site stormwater considerations for this new facility in Rutherford County. As we noted, the NPDES process waste water permit has been issued and construction of the facility has commenced. The meeting last week served as a follow-up to our preliminary discussions in May when Horsehead Corporation was completing the site selection process. We left the May meeting with a general agreement with DWQ on a conceptual approach for managing stormwater. At that time we also committed to return to DWQ with a more specific site plan once production layout was completed. At yesterday's meeting we provided detail as to the site layout and our approach for development of an NPDES stormwater permit application for the facility. Your input has been and continues to be very helpful in guiding our development of a permit application. In follow-up to our recent discussion and in addition to the comments you have already made in your follow-up, I am providing this summary to highlight important observations and conclusions that were reached. We will now proceed with development of an application package with the clear direction you provided, confident that the information submitted will be consistent with our understanding. We believe that this will lead to a quick review. During the meeting a copy of the production layout design plan was provided for your use. The plan provided highlighted areas and facility activities. In addition we described our approach for managing stormwater from individual and collective areas of the facility. We appreciate your comments and agreement with our overall approach for managing stormwater at the facility. We plan to develop a draft of the application for your review, and then finalize the application based on your comments for submittal to the Department. Key points we agreed to during our discussion are as follows: ■ You advised that all stormwater from within production areas (the area referred to in this correspondence as the "developed site"), would need to be included under the NPDES stormwater permit and monitored accordingly • We agreed that stormwater will be managed under an established management plan to meet the requirements of the permit. The management plan will include provisions for managing stormwater from production areas, including capability for accumulating and using this water for production processes or discharging it based on results of sample analyses. Stormwater managed in these areas was referred to during our discussions as being "discretionary water" for process use or discharge. • Stormwater will be routed to one point of discharge, which will be the sole discharge monitoring point in the NPDES stormwater permit. Discharge baselines for various parameters will be established for performance monitoring ■ After discussing the general plan for managing storm water at the site, you advised that the following information should be included with the NPDES stormwater permit application: A site plan showing the production layout, stormwater collection and containment areas, and stormwater channels leading to the discharge point A map delineating the area(s) of stormwater generation regulated under the NPDES permit A site stormwater management plan describing details as to how storm water on the site will be managed, including process and non -process areas. Provisions described in the plan will be included in a stormwater PPP developed following finalization of the permit and before commencement of facility operations 1 As we discussed, permit acquisition is still on the critical path for finalizing construction and commencing operations in a timely manner. The Department's cooperation, timely review and action on the NPDES permit for process discharge water was a very important factor in Horsehead's selection of this site. Similarly, we appreciate your commitment to work with us in providing a timely review of our application, and issuing a NPDES stormwater permit for the facility without delay. We plan to provide a draft of our permit application to you for comment. Based on comments from your review, the permit application will be revised and finalized for submittal to the Department for review. We believe this approach will result in a complete and accurate permit application, and that following submittal will enable the Department to analyze the application and issue a permit promptly. Thanks again. Please let me know if you have any questions. Forrest Forrest R. Westall, Sr., PE McGill Associates, P.A. PO Box 2259 Asheville, NC 28802 Physical Location: 38 Orange Street, Asheville Phone 828-252-0575 Fax 828-253-5612 forrest. we stall kmcgillen ineers.com From: Pickle, Ken [mailto:ken.pickle@ncdenr.gov] Sent: Wednesday, November 30, 2011 9:53 AM To: Forrest.westali@mcgillengineers.com Cc: Bennett, Bradley; Chernikov, Sergei Subject: Horsehead meeting yesterday Hi Forrest, Good meeting yesterday from my perspective. I hope you and your client feel the same. Thanks for taking the trouble to go over the physical facts with me. A few things occurred to me that were not addressed, or not completely addressed, yesterday: As presented yesterday, Horsehead will have a lab on site, and they will be doing their own analyticals for the NPDES stormwater permit. Please note: for the permit reporting their lab must use the EPA Methods. I assume that for internal process QA/QC Horsehead might intend to use analytical methods other than EPA Methods. That's OK for their internal process QA/QC, but it doesn't satisfy the NPDES requirement under federal regulation for the water quality analyses undertaken in direct response to permit requirements. However, there is a provision in the federal rule that will allow us to accept alternative methods. They just need to come forward and request our approval in advance if methods other than the EPA Methods are contemplated. We will pass the request on to our inorganic lab folks for review. Of course, it goes without saying that an acceptable method must go down to an MDL/PQL that will be below the benchmarks. • On the issue of lab certification, two aspects are of note here. If they will be running analyticals for Sergei's wastewater permit, then the lab must be state certified for the analyses related to the wastewater permit limit parameters. However, for NPDES stormwater permit testing, DWQ certification is not required. Stormwater analyticals are a special case, and are not required to be by certified labs/staff. However, however - - Even if not certified, the lab must . - --` still use the EPA Methods for stormwater analyses, as required by federal rule - - or they must have our approval of alternative methods. Just chatted with Bradley, and we think that the substation east of the railroad is not dart of he industrial activity, and would not have stormwater discharges regulated under the NPDES stormwater program. We had already reached this tentative conclusion in our meeting,' but I had promised to check on it for us. The substation will not be subject to the stormwater permit. • Just to reiterate the point about the perimeter site roads: Drainage from the site roads is considered stormwater from industrial activity. Yesterday Horsehead related their intent to capture that runoff. Just to clarify: Roads are typically designed with a crowned cross-section - - It appears that Horsehead must either design a sloped but un-crowned cross section draining to the inboard side, or must include runoff capture features on the outboard side of the road to capture that runoff and direct it back to the inside. It's my impression that an un-crowned road is an unusual feature, and typically must be the subject of deliberate focus during the site design process. kbp Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.Qickle@ncdenr.00v Website: httR://portal.ncdenr.org/web/wg/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** 3 �ec 1 2Q !1 Permit NCO089109 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Horsehead Corporation is hereby authorized to discharge wastewater from a facility located at Rutherford County Production Facility Forest City Rutherford County to receiving waters designated as the Broad River in the Broad River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective December 1, 2011. 2 This permit and authorization to discharge shall expire at midnight on July 31, 2013. Signed this day November 11, 2011. Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC001109 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective, Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Horsehead Corporation is hereby authorized to: 1. • After constructing the wastewater treatment facility, operate it in accordance with th existing wastewater treatment system onsisting of the following components: 7 Automatic sampler low Instrumented flow measurement, and A, Diffuser The facility is located near Forest City, Rutherford County; and 2. Discharge from said treatment works at the location specified on the attached map into the Broad River which is classified C waters in the Broad River Basin. Permit NCO089109 A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below: EUVI ENT CHARACTERISTICS LIT �S'' MONITORING REQUrREMENT$ ., Monthly Average Daily Maximum Measurement Frequency Sample r+ype S ple M Loeation;__ Flow (MGD) 0.62 rContinuous -/Recording I or E Total Suspended Solids Monthly Composite E NH3-N Quarterly Composite E Total Aluminum Quarterly Composite E Antimony Quarterly Composite E Arsenic Quarterly Composite E otal Cadmium 350 ug/L 2,143 ug/L Monthly Composite E Chlorides Quarterly Composite E Total Chromium Quarterly Composite E Total Cobalt Quarterly Composite E Total Copper Quarterly Composite E Fluoride 315.8 mg/L 315.8 mg/L Monthly Composite E Total Iron Quarterly Composite E notal Lead 4,386 ug/L 4,829 ug/L Monthly Composite E Total Nickel Monthly Composite E Total Tin Quarterly Composite E Total Zinc Quarterly Composite E pH2 Weekly -I Grab E Chronic Toxicity- Quarterly Composite E Turbidity4 Monthly Grab E, U, D NOTES: 1, Sample Locations: I - Influent, E - Effluent, U - upstream (50 ft. upstream of the discharge), D - downstream (50 ft. downstream of the discharge). 2. The pH shall not be less than 6.0 standard units or greater than 9.0 standard units. 3. Chronic Toxicity (Ceriodaphnia) P/F Q 0.57%; Jan., April, July and October; See condition A(2) of the Supplement to Effluent Limitations and Monitoring Section of this permit. 4 The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50 NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the discharge cannot cause turbidity to increase in the receiving stream. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR FOAM VISIBLE IN OTHER THAN TRACE AMOUNTS. Permit NCO089109 SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SPECIAL CONDITIONS A (2). CHRONIC TOXICITY PASS/ FAIL PERMIT LIMIT (QUARTERLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised November 1995, or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or,significant mortality is 0.57% (defined as treatment two in the procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The tests will be performed during the months of January, April, July and October. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DWQ Form AT-1 (original) is to be sent to the following address: ` Attention: North Carolina Division of Water Quality Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. Permit NCO089109 SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SPECIAL CONDITIONS (Continued) If the Permit -tee monitors any pollutant more frequently then required by this permit, the results of such monitoring shall be included in the calculation & reporting of the data submitted on the DMR & all AT Forms submitted. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Pickle, Ken From: Forrest Westall(forrest.westall@mcgillengineers.com] Sent: Tuesday, July 05, 2011 7:18 AM To:. Pickle, Ken Cc: Bennett, Bradley; Chernikov, Sergei; Karoly, Cyndi; 'Basilone Tim'; 'Cooper Darin'; jeff.bishop@mcgillengineers.com Subject: RE: Horsehead Hi Ken, Thanks for the note. I was out last week and didn't get a chance to respond. We appreciate the offer to review preliminary permit packages for he SW permit. We will certainly take you up on that and agree that we want to avoid any delay due to not including information needed for your review. The term "final site facility layout plan" as used in Mr. Basilone's letter describes a full civil/utilities layout including all site drainage and any storwmater retention/capture/treatment facilities planned, showing each drainage area and the associated point of discharge to surface waters. All outfalls from the site would be shown. In addition, using the review process you outline will give us the opportunity to identify any additional information on the detailed site plan that you will need to complete the permit review. Thanks again, Forrest Forrest R. Westall, Sr., PE McGill Associates, P.A. PO Box 2259 Asheville, NC 28802 Physical Location: 38 Orange Street, Asheville Phone 828-252-0575 Fax 828-253-5612 forrest.westall@mcgillengineers.com ✓ From: Pickle, Ken[maiIto: ken. pickle(-Oncdenr.govl Sent: Thursday, June 30, 2011 7:46 AM To: forrest.westall mcgillengineers.com Cc: Bennett, Bradley; Chernikov, Sergei; Karoly, Cyndi Subject: Horsehead Hi Forest, I just reviewed Mr. Basilone's letter of 6/13/2011. 1 have a comment on one bullet item, as follows: "Horesehead will submit a storm water permit application for the site as soon as the final site facility layout plan is completed. This is expected to occur in the early fall" I'd be glad to do a courtesy review of the site plan earlier, at maybe 50% or 75% or 90% complete, whatever is convenient for the consultant developing the site layout. You may be familiar with a common dynamic in a design house, where the least important aspect of the project delays it because no one did an early review. Why wait until the "final site facility layout plan is completed"? Please consider coming to see me early, and bringing progress drawings on every aspect that you think may have a Bearing on our eventual review in support of the stormwater permit application. Heads up: Please note that the meaning of "site layout" can vary from engineer to engineer. l don't want us to overlook that the information most important to us in the review for a stormwater permit might also be called the "site civil", or the "site drainage" drawing or drawings. I've seen "site layout" drawings for industrial facilities that are little more than survey staking drawings. That won't be sufficient. Ken Pickle, Ken From: Forrest Westall [Forrest.westall@mcgillengineers.com] Sent: Thursday, May 12, 2011 6:43 AM To: Pickle, Ken Cc: Bennett, Bradley; Chernikov, Sergei; Belnick, Tom; Wakild, Chuck; Matthews, Matt Subject: RE: Horsehead stormwater permitting ✓Thanks Ken, Based on your comments, you are out for a week. I hope you have a good time off. I will pass along your comments to the company and we will formulate a plan for SW based on our site knowledge and when we can determine the exact configuration of the production facility/activity site. As you note, timing is the critical factor in terms of moving forward with this site and the prospective permit processing timeline when we submit an application will be important. At this point I don't see a huge issue with getting a SW permit consistent with the construction of the facility. Take care, Forrest • M W S-S"O`C •1f -A'T £ S "Building Partnerships by Providing Superior Service with Professional Integrity" Forrest R. Westall, Sr., PE McGill Associates, P.A. PO Box 2259 Asheville, NC 28802 Physical Location: 38 Orange Street, Asheville Phone 828-252-0575 Fax 828-253-5612 Forrest.westall@mcgillengineers.com i/ From: Pickle, Ken [mailto:ken.pickle@ncdenr.gov] Sent: Tuesday, May 10, 2011 1:05 PM To: forrest.westall@mcgillengineers.com Cc: Bennett, Bradley; Chernikov, Serge! Subject: Horsehead stormwater permitting Hi Forrest, nice to see you yesterday. I've left a voice message, but I'm out of the office for a week starting tomorrow. if you need to discuss further in the interim, please contact Bradley. A few items stuck in my mind from the discussions yesterday. • As to schedule: o Our unit is doing a pretty good job these days with issuing individual stormwater permits on a quick time frame. The individual permits have a built-in 30-day public notice period, and a built-in 15-day delay between end of public comment period and our earliest issue date. Our recent performance has been very good at holding the permitting process to that core time element plus a little at the front end to make the application complete, and a little time after receipt of the complete application to turn our individual permit template into an individual permit for Horsehead. We routinely send the applicant an advance courtesy copy to be sure that he finds the provisions of the permit feasible. He has an opportunity for further comment during the 30-day public comment period. We would not routinely include a public hearing; with the caveat that if the Director determines that sufficient public interest has been expressed for a public meeting, we will hold one. That would delay the time frame. But, as Sergei reported — and it's just as true for the Stormwater Unit as for his unit — minor stormwater individual permits are issued typically without public hearings. In my eight years in SPU, I've participated in just two industrial individual permits that led to public hearings. Others in the SPU have done it less frequently than I have, if at all. o As was identified in the meeting yesterday, it seems more like the time element of concern will be the preparation of a site plan at a sufficient level of completion to allow a meaningful review of the stormwater application — subdrainage areas (topo), drainage area divides (finished grade plan), conveyances (ditches, curb lines), passive vegetative measures if any, etc. I can discuss with you our likely review points when you all get down to developing the site plan. o We will look at the potential for pollutants to escape the site via the stormwater. So, the slide presented yesterday with a listing of materials proposed on site is already 90% of the way there, I guess. • As to what gets permitted, and what risks and what exposures will be part of the new site: (Forrest, l realize that you may be well aware of all of the following, I'm presenting it for thoroughness, ie to describe the universe of stormwater permitting as it applies to our current understanding of Horsehead, and to refresh and sharpen the boundaries in our minds as to the stormwater discharge permitting process.) o Capturing the 'dirty side', to use my imprecise words, is a good concept. As Sergei said, we see it frequently in OCPSF, and it's no biggie for us. Just to clarify the administrative perspective, in NPDES once the intent is established that those runoff flows will be commingled with the wastewater collection system, it's all magically wastewater, and the Stormwater Permitting Unit has no concern with the flows. That's Sergei's permit, and his concern, not ours. o Concerning the 'clean side' flows: These remain NPDES stormwater discharges and subject to an NPDES stormwater discharge permit. Considering all possible areal sources of stormwater discharges, we would look at it like this: ■ Starting around the main processing areas: Horsehead intends to capture those flows and direct them to either/both the process as 'make up water', or to the wastewater treatment system. We can remove these dirty -side flows from further consideration in the stormwater permitting process. No longer our concern in SPU. The number used in the meeting for just a place -holder was about 30A. • That leaves those areas that are still areas of industrial activity, but might be characterized as less risky from a pollutant generating perspective. The number used in the meeting as just a place holder was SOA total site grading, which minus the 30A leaves 20A, as I understood the discussion. The discharge of runoff from this 20A area must be authorized by a NPDES stormwater discharge permit. ■ For the undeveloped portion of the 190A site, those flows from the remaining 140A (190A-50A = 140A) would be considered as not part of the 'area of industrial activity', and would not be subject to the authority of the NPDES stormwater rules. Our stormwater permit would not regulate the runoff from that area. This would include any woodlands; pasture; crop lands; areas of pre-existing but now proposed to be abandoned development; and even perhaps facility yard if it's not used for any other industrial purpose and is clearly separated from the industrial activities. Please note: the federal NPDES rules criterion for regulating the runoff from these areas via stormwater discharge permit is whether or not there is any industrial act_ _ivitY - - not whether or not there is any potential for exposure, or any likelihood of pollutant release. We like it if there is limited exposure, or limited potential for pollutant release, but it's not our basis for permitting. That's not always intuitive to some applicants. I suspect Horsehead already understands this, but it bears repeating. o Concerning what the required elements of a stormwater permit would be: ■ A written management plan specifically serving the objective of controlling stormwater pollutants. We call this the SPPP, Stormwater Pollution Prevention Plan. Z Monitoring of discharge flows for pollutants potentially present on site. Monitoring results will be compared to state-wide benchmark values. Lab results below benchmark values require no response except submittal to DWQ Central Files. Lab results in excess of benchmark values do not constitute a permit violation, but rather are a call to the permittee to investigate the source of the high value, evaluate the feasibility of a corrective response, and if feasible to make that response. Typically individual permits have either 2/yr or 4/yr sampling requirements. Stormwater BMPs are not typically required in an individual permit, but we have written them into individual permits if our understanding of the site conditions suggests that a facility can't possibly meet benchmark values without them. BMPs may also subsequently be required if the permittee repeatedly fails to meet the benchmark values despite attempts at pollutant source control. I'll be out on vacation starting tomorrow. If you have any follow-up questions in the next week, contact Bradley. Ken (919) 807-6376 Pickle, lien From: Sent: To: Subject: Attachments: Ken, Please see attached. Thank you! Sergei Chernikov, Sergei Tuesday, November 22, 2011 10:55 AM Pickle, Ken RE: Horsehead zinc reclamation plant 89109-perm it-2011. docx Sergei Chernikov, Ph.D. Environmental Engineer II Complex Permitting Unit Phone: 919-807-6393, fax 919-807-6495 1617 Mail Service Center Raleigh, NC 27699-1617 Express mail: 512 North Salisbury St. Raleigh, NC 27606 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Seat: Tuesday, November 22, 2011 10:37 AM To: Chernikov, Sergei Subject: FW: Horsehead zinc reclamation plant Hi Sergei, I'm getting prepared for a meeting with Forrest Westall and Horsehead next week. In a phone call Friday, Forrest made reference to the monitoring parameters in the wastewater permit: can you send me an electronic copy of that permit so that I can see what he was referring to? The meeting is tentatively set up for Tuesday, Nov 29, 1:00-3:00 in the Land Quality conference room on the 51h floor. If you have anything to discuss with them, we can make time for you to do that. Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.oickle@ncdenr.Aov Website: httR://[)ortal.ncdenr.org/web/wq/­ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Forrest Westall [mailto:forrest.westall@mcgillengineers.com] Sent: Monday, November 21, 2011 2:34 PM To: Pickle, Ken Cc: Bennett, Bradley; Georgoulias, Bethany; Chernikov, Sergei Subject: RE: Horsehead zinc reclamation plant Thanks Ken. This information is helpful. You indicated you are available the week of the 28th. I'm trying to check the schedule of the company representative, but if you are available the 29th could you tentatively set aside some time late morning or early afternoon to go over the site plan and discuss our approach to SW management on the site? Just let me know, Have a good afternoon, Forrest Forrest R. Westall, Sr., PE McGill Associates, P.A. PO Box 2259 Asheville, NC 28802 Physical Location: 38 Orange Street, Asheville Phone 828-252-0575 Fax 828-253-5612 forrest.westall cr,mcgillengineers.com From: Pickle, Ken [mailto:ken.pickle@ncdenr.gov] Sent: Monday, November 21, 2011 11:10 AM To: forrest.westall@mcgillengineers.com Cc: Bennett, Bradley; Georgoulias, Bethany; Chernikov, Sergei Subject: Horsehead zinc reclamation plant Hi Forrest, nice to speak with you this morning. Just to restate: As we discussed, I am not aware of any instance in which the NPDES industrial stormwater program identified a design storm approach in our permitting. Our permit has benchmark values that serve to alert the site manager when pollutants at a level of concern are being discharged. The permit calls on the site manager to react when he becomes aware of those levels of concern. Our approach might be considered a performance spec —'Just meet the numbers, however you can.' As you requested, please see attached below the narrative discussion and the tabulation of the benchmarks that could appear in any of our stormwater permits. ✓ J The Gn ividuual permit application will ask what materials have the potential to be present on site. Typically we will assess the significance of the materials, and will write the individual stormwater permit to address the risks in accordance with our assessment. Where we conclude that significant risk is present, we will write that parameter into the individual permit, along with its benchmark. For example, if Horsehead tells us that zinc and lead are certainly present, and that arsenic will be present in trace amounts, we will probably include all three in the stormwater monitoring program. If you tell us that kerosene is present, we may look at including TPH, or maybe the BETX suite. We .Jill certainly include as a matter of course the conventional pollutant measures TSS and pH. If you tell us that nitric acid or ammonia or other nitrogenous materials are on site in significant amounts, we will probably include Total Nitrogen in the monitoring suite. If you tell us that the facility's QA/QC lab uses 2 gallons of sulfuric acid per year, we don't care (ie, we assess the risk as insignificant), and that limited usage by itself would not be reflected in the required monitoring. A benchmark exceedance is not the same as a permit limit violation. The semantics are relevant here. Both are numerical measures of performance, but while a limit violation is a permit violation, a benchmark exceedance is not. It is instead a call to site management to acknowledge the exceedance, to investigate the cause, to evaluate feasible corrective measures, and to determine whether to implement such measures. Our stormwater permits are structured to allow the permittee several attempts to address benchmark exceedances before DWQ steps in to help resolve high discharges of stormwater pollutants. This is the 'Tiered' structure that can be observed in several of our General Permits. I've also provided a link below to our General Permit NCG03 for metal industries so that you can see how it works. Typically the Tiered structure is like this: • If the permittee has no benchmark exceedances: 'Keep up the good work. ' • One benchmark exceedance: acknowledge, investigate, evaluate, implement response actions if feasible. Try to fix it.' No DWQ involvement. • Two consecutive benchmark exceedances for the same parameter at the same outfall: All of the actions above for one exceedance, plus begin monthly monitoring. 'Try to fix it.' No DWQ involvement. • Three exceedances for the same parameter at the same outfall: As per above: 'Try to fix it.' No DWQ involvement. • Four exceedances for the same parameter at the same outfall during the term of the permit: Permittee must contact the DWQ Regional Office and request assistance in resolving the continuing discharge of stormwater pollutants. The DWQ RO may grant relief: or at the other end of the spectrum may direct the installation of BMPs, as per the broadest view of all the circumstances and DWQ RO judgment. 'We're here to help you fix it.' As we discussed, the NPDES stormwater permitting program is an end -of -pipe program. I'm not aware of any provision in the federal NPDES stormwater rules for a dilution approach for industrial stormwater. We do not have the same history or authority as the NPDES wastewater program, as far as considering the dilution factor into the Broad River, and back -calculating wastewater permit limits based on a Reasonable Potential Analysis. Please let us know early if you see a need to explore further the Broad River dilution approach. This idea takes us out of just a routine permitting approach, and calls on us to evaluate programmatic consistency and impact, as well as equitable treatment of other permittees, as well as consistency with the federal NPDES stormwater rules and whether we have authority to act based on dilution. If you choose to pursue it, conclusive discussion of this idea must include those up the chain from me. -_ • Here are the two attachments and the link to a General Permit to show you roughly how we would write up a Tiered structure for Horsehead. http://portal.ncdenr.org/c/document library/get file?uuid=fde771c4-fe8e-44ad-ab70-323334845d33&groupld=38364 Forrest, I'm here through Wednesday this week, and back in the office on Monday next week if we need to talk, or to schedule a site plan review together. Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919)807-6494 Email: ken. pickleAncdenr_gov Website: http:/Zportal.ncdenr.ora/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** Pickle, Ken From: Pickle, Ken Sent: Tuesday, November 29, 2011 6:07 PM To: Georgoulias, Bethany; Bennett, Bradley Subject: RE: Horsehead zinc reclamation plant FYI, No Action: Met this afternoon with Forrest and the folks from Horsehead. No problems, as far as I can see. • We did touch on the topic of dilution in the Broad River, and the fact that stormwater benchmarks are lower than some of the wastewater limits. i first acknowledged that it could be viewed as an inconsistency, and began a defense of this aspect of our program. However, Forrest was enthusiastic about the acceptability of our end of pipe benchmark approach, and was not interested in my beginning defense: point resolved acceptably to all, apparently, without me having to get into it. I'm not sure what misapprehension was active here, but we were all smiling after a while. He stated that a permit application would be forthcoming, and I did not detect any residual objection to the `end -of -pipe' approach in our program. He challenged us to beat Sergei's 30-day turnaround time which, with suitable bravado, I sniffed at. I went over NCG17, as an example of the SPPP and the Tiered approach. They seemed content with their obligations under any similarly constructed permit (an NCS, in their case.) ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken.pickle@ncdenr.gov Website: http://portal.ncdenr.org/web/wcl/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Tuesday, November 22, 2011 3:27 PM To: Georgoulias, Bethany; Bennett, Bradley Subject: RE: Horsehead zinc reclamation plant FYI, No Action Read further only if you have a special interest. Just took a look at Sergei's permit for Horsehead. Here's the issue for Forrest, I think, that stormwater benchmarks are lower than wastewater limits: Parameter NCO089109 Wastewater discharge limits Potential NCS benchmark Apparent discrepancy? Comment Flow 0.62 MGD mo. avg. - T55 Monitor only 100 mg/L Ammonia-N " 7.2 mg/L Aluminum 0.75 mg/L Antimony 0.09 mg/L Arsenic 0.36 mg/L Cadmium 350 ug/L mo. avg : 2143 ug/L daily max 1 ug/L x 3 orders of magnitude Chlorides Monitor only 860 mg/L Chromium " " 1 mg/L Cobalt 0.03 mg/L Copper 0.007 mg/L Fluoride 315.8 mg/L : 315.8 mg/L 6 mg/L x 2 orders of magnitude Iron Monitor only 1 mg/L Lead 4386 ug/L : 4829 ug/L 30 ug/L x 2 orders of magnitude Nickel Monitor only 0.26 mg/L Tin - Zinc 0.067 mg/L pH 6-9 6-9 Chronic Toxicity Monitor only - Turbidity Instream < 50 NTU, or no increase Instream < 50 NTU, or no increase Considering the above, and based on recollection of our phone calk, it wouldn't surprise me for Forrest to highlight the following aspects of the currently proposed site design: • There are three natural drainage features on the property, but converting all that pasture and woodland to an effectively impermeable plant site means that the three features are not hydraulically equipped to handle the increased flow; with the result that trying to utilize the three features would result in significant erosion and head cutting. There is a 90' steep slope from the terraced plant site to the fiat ground around the river. The combination of topography and increased flow argues against trying to use the existing features for stormwater conveyance. Instead, Horsehead will capture all the excess site runoff and direct it to a single outfall pipe directly into the Broad River. (`Excess site runoff, because a portion of the site runoff will be utilized in the process. So, there may be discharges only in large events, or when the facility is not operating -- I'm not exactly clear on when discharges would occur.) Given the great dilution in the Broad River, even at low flow, and as reflected in the relatively high wastewater limits above, does it make sense to have such low benchmarks for the stormwater discharges? Essentially Forrest's argument may be: If Sergei's analysis quantifies the pollutant limits necessary to protect the Broad River for a 365d/yr discharge, shouldn't the less frequent, more diluted stormwater benchmarks be at least as high, if not higher? The facility has already been through the DAQ, and the emissions into the atmosphere are ok with our brothers and sisters in DAQ. So, if it's already authorized to be in the environment, then DWQ shouldn't double count those heavy metals just because some of them fall out on the plant site and are washed off in the runoff. NOTE: It sounds like Horsehead and Forrest will be coming forward with a site plan that makes no attempt at BMPs or any stormwater treatment. The primary raw material here is EAFD(?) Electric Arc Furnace Dust - - it's chockfull of heavy metals — obviously, because zinc and plumbum are their products. Our assessment for the potentiol for polluted runoff should consider the hazardous nature of heavy metals. The first counters that come to mind are: • The benchmarks are not permit limits. They are flags for the site manager so that he can be vigilant in insuring that pollutants from industrial sites do not accidentally slip off his site in stormwater runoff. It makes sense for us to require response actions as outlined in our individual permit template in order to have site managers serious about the discharge of pollutants from their sites. • For intractable conditions DWQ can grant relief from the benchmarks. • Where accumulated data can show that pollutants are not present and not discharged from the site, DWQ can easily re -open the individual permit and amend the monitoring requirements as to frequency and parameter. First let's characterize the discharges from this unusual industrial facility (there are none exactly like it in the world, and only a few even reclaiming EADF by any process), and let's err on the side of protecting the environment, and then let's back off where accumulated data shows that we have been overly cautious. • If the site is indeed clean, there shouldn't be a problem meeting these benchmark values. • If there is a problem, then perhaps street sweepers, or additional roofing, or bioretention cells in hot spot sources, or grassed conveyances could help. At least try to do something if heavy metals are leaving your site. • We acknowledge that for some, it may be counterintuitive that stormwater benchmarks would be lower than wastewater limits. But each program has their own set of procedures and rules that determine how we permit industrial facilities. An attempt to reconcile the two programs is a programmatic endeavor that we don't have the resources to attempt at this point in time. Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.oickle@ncdenr.gov Website: htto://Rortal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Georgoulias, Bethany Sent: Tuesday, November 22, 2011 7:49 AM To: Pickle, Ken; Bennett, Bradley Subject: RE: Horsehead zinc reclamation plant .- , k4' If he can tell us a way to do it consistently for everybody, I'm all ears. Bethany Georgoulias Environmental Engineer NCDEN^ i DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6372 Fax: (919) 807-6494 NEW Website: http://portal.ncdenr.org/web/wq/ws/su E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Pickle, Ken Sent: Monday, November 21, 2011 1:42 PM To: Bennett, Bradley; Georgoulias, Bethany Subject: FW: Horsehead zinc reclamation plant FYI, No Action, Heads up: The perspective that if there is no resulting WQS violation, it's ok to discharge pollutants crept into the discussion today with Forrest. It sounds like it's tied to his thoughts about the dilution capacity in the Broad River, and the RPA procedure. We have previously rebuffed this approach in other circumstances. Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919) 807-6494 Email: ken.pickle@ncdenr.gov Website: http://yortal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Pickle, Ken Sent: Monday, November 21, 2011 11:10 AM To: 'Forrest.westall@mcgillengineers.com' Cc: Bennett, Bradley; Georgoulias, Bethany; Chernikov, Sergei Subject: Horsehead zinc reclamation plant Hi Forrest, nice to speak with you this morning. • Just to restate: As we discussed, I am not aware of any instance in which the NPDES industrial stormwater program identified a design storm approach in our permitting. Our permit has benchmark values that serve to alert the site manager when pollutants at a level of concern are being discharged. The permit calls on the site manager to react when -he becomes aware of those levels of concern. Our approach might be considered a performance spec —'Just meet the numbers, however you can.' • As you requested, please see attached below the narrative discussion and the tabulation of the benchmarks that could appear in any of our stormwater permits. o The individual permit application will ask what materials have the potential to be present on site. Typically we will assess the significance of the materials, and will write the individual stormwater permit to address the risks in accordance with our assessment. Where we conclude that significant risk is present, we will write that parameter into the individual permit, along with its benchmark. For example, if Horsehead tells us that zinc and lead are certainly present, and that arsenic will be present in trace amounts, we will probably include all three in the stormwater monitoring program. If you tell us that kerosene is present, we may look at including TPH, or maybe the BETX suite. We will certainly include as a matter of course the conventional pollutant measures TSS and pH. If you tell us that nitric acid or ammonia or other nitrogenous materials are on site in significant amounts, we will probably include Total Nitrogen in the monitoring suite. If you tell us that the facility's QA/QC lab uses 2 gallons of sulfuric acid per year, we don't care (ie, we assess the risk as insignificant), and that limited usage by itself would not be reflected in the required monitoring. o A benchmark exceedance is not the same as a permit limit violation. The semantics are relevant here. Both are numerical measures of performance, but while a limit violation is a permit violation, a benchmark exceedance is not. It is instead a call to site management to acknowledge the exceedance, to investigate the cause, to evaluate feasible corrective measures, and to determine whether to implement such measures. o Our stormwater permits are structured to allow the permittee several attempts to address benchmark exceedances before DWQ steps in to help resolve high discharges of stormwater pollutants. This is the 'Tiered' structure that can be observed in several of our General Permits. I've also provided a link below to our General Permit NCG03 for metal industries so that you can see how it works. Typically the Tiered structure is like this: ■ If the permittee has no benchmark exceedances: 'Keep up the good work. ' ■ One benchmark exceedance: acknowledge, investigate, evaluate, implement response actions if feasible. Try to fix it.' No DWQ involvement. ■ Two consecutive benchmark exceedances for the same parameter at the same outfall: All of the actions above for one exceedance, plus begin monthly monitoring. 'Try to fix it.' No DWQ involvement. ■ Three exceedances for the same parameter at the same outfall: As per above: 'Try to fix it.' No DWQ involvement. ■ Four exceedances for the same parameter at the same outfall during the term of the permit: Permittee must contact the DWQ Regional Office and request assistance in resolving the continuing discharge of stormwater pollutants. The DWQ RO may grant relief: or at the other end of the spectrum may direct the installation of BMPs, as per the broadest view of all the circumstances and DWQ RO judgment. 'We're here to help you fix it.' • As we discussed, the NPDES stormwater permitting program is an end -of -pipe program. I'm not aware of any provision in the federal NPDES stormwater rules for a dilution approach for industrial stormwater. We do not have the same history or authority as the NPDES wastewater program, as far as considering the dilution factor into the Broad River, and back -calculating wastewater permit limits based on a Reasonable Potential Analysis. Please let us know early if you see a need to explore further the Broad River dilution approach. This idea takes us out of just a routine permitting approach, and calls on us to evaluate programmatic consistency and impact, as well as equitable treatment of other permittees, as well as consistency with the federal NPDES stormwater rules and whether we have authority to act based on dilution. If you choose to pursue it, conclusive discussion of this idea must include those up the chain from me. • Here are the two attachments and the link to a General Permit to show you roughly how we would write up a Tiered structure for Horsehead. «File: Individual Permit Benchmarks Final.doc>> «File: Individual Permit Benchmarks Rationale Fina1.doc http:/Iportal.ncdenr.org/cldocument library/get file?uuid=fde771c4-fe8e-44ad-ab70-323334845d33&groupId=38364 Forrest, I'm here through Wednesday this week, and back in the office on Monday next week if we need to talk, or to schedule a site plan review together. Thanks, Ken Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken. pickle(a)ncdenr.gov Website: http:/Zportal.ncdenr.org/web/wcl/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** r:� W TIMOTHY R. BASILONE Vice President - Ernlirorrrnental Affiairs 4955 STEUBENVILLE PIKE WWW.HORSEHHAO.NET 724.773.2223 SUITE 405 TBASILONE@HORSEHEA4-NET 412.788.4526 PITTSBURGH, PA 15205 June 13, 2011 Mr. Charles Wakild, Deputy Director North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Ve ✓1 0 �S'iE� IEAD� CORPORATION Leadixy the World in Zinc Recycfins ii JUN 1 5 2011 - RE: May 9, 2011 Meeting— ---� -_, Division of Water Quality Horsehead Corporation, Proposed Production Facility, Rutherford County Stormwater NPDES Permitting and 401 Certification Processes Dear Mr, Wakild-, I'd like to thank you and others from NCDWQ, including Mr. Matt Matthews, Ms Cyndi Karoly, Mr. Bradley Bennett, Dr. Sergei Chernikov and Mr. Ken Pickle, for giving Horsehead Corp. (Horsehead) the opportunity to meet with you on May 9, 2011 and discuss the potential plans for constructing a zinc production facility in Rutherford County, North Carolina. Horsehead and our consultant, McGill Associates, appreciate information you provided concerning stormwater NPDES permit issues and the 401 certification processes. You provided valuable information with regard to requirements dealing with these subject areas that would apply to Horsehead's proposed facility. At the meeting.. Horsehead provided a summary of the company's business, a description of the new plant and processes invo ved to produce zinc metal, and noted the importance of this new production facility to our business plan. As we indicated in our meeting, understanding the permittmg_process and securing necessary permits in a.timely manner for the sites under consideration is a critical component in making a decision as to the site that will be selected for this facility. The PowerPoint presentation provided at the meeting contains business confidential information. A copy of the presentation was not provided to you, but we request that ke production process design information for the facility and site be protected under State and Federal law, and that this informationbe treated as Business Confidential. 7 "5tns1�ess L., inuSf refe�fo c�nftCPe�N�f Peawro,nt l p^ �Pn� lc' P 117fl the/-e/i7, As we pointed out during the meeting, the information provided about the facility and the site is preliminary and represents a general description of the operation of this proposed facility. We are continuing with our facility design efforts and establishment of the final operating criteria for the plant. Horsehead and associated consultants for this project are available to answer any questions that you may have and welcome the opportunity to discuss stormwater and 401 permitting requirements for the proposed facility. Discussions during the meeting were beneficial for our understandin of the State's stormwater and Section 401 permitting processes, and provided information required to obtain these permits. Furthermore, we gained valuable insight as to the time required by fhe agw ency for review of the permit applications, and the decisions the agenc must make to process the permit requests. Below is a summary of information obtainer meeting to clarify our understanding of points made during our discussions. y �erpi r.J�tdt ♦ Horsehead currently plans to configure the site in such a way that any we �binF precipitation on the site that may be exposed to feedstock or final product/co- said. product materials will be managed and used for the facility's production process. [The NCDNR indicated that the permit for this stormwater would be evaluated under the NPDES process wastewater permit and not under a stormwater permit, ♦ NCDWQ characterized this approach generally as a site with a ormwater �n N Pv�S''sfp�MWaT"« drainage are having two separate collections terns: a "clean' side and a �`�noFs `'�S�"wale nod' re gt2fC� r"potentiall�ontaminated" side. The "clean" rtion of the facility drainage � p p� would include drainage from the impervious non -process surfaces on the site dc�ua/ c.Jo%�S the MP��ing (rooftops, non -process holding areas, and parking areas) and the landscaped areas related to the site development, of including the areas of the property left in a `3 ♦ NCDWQ indicated that a stormwater NPDES permit would be required for the "clean" drainage and that this permit would essentially be directed at S d y r ! spp k e rPDUtre r+ei S wt t, � rftirwTeh.a45 characterization of the_drainage systems identification of outfalls and provisions -for the qualitative periodic monitoring of stormwater runoff from included areas over the permit period, and development of a stormwater management plan for the areas draining to the "clean" collection system, Because there is currently no general permit for the Non -Ferrous Metals production SIC, the NCDWQ would be required to process a permit application under the individual NPDES Stormwater Permit portion of the program, �w, ,�-I / tell :<ip.n k,hi Io sa6,,,,f f J• w.l� ♦ Horsehead and consultant representatives' will work in conjunctio with the NCDWQ to develop alll o t e mformation requiredjto provide a complete NPDES permit application for the facility's stormwater discharges that fal under this program, '�ar�'nolarl.f.� ♦ LHorsehead and NCDWQ will coordinate activities to manage information development for the compilation o.f_a cones 1p ete permit application,; and to develop a schedule for securing a permit in the timeliest manner possible, J� ♦ NCDWQ agreed to provide direct and quick communication by phone and e-mail to address any questions related to the application and to resolve any issues in a timely manner and to keep the review_process moving, tine w i 3 do a kf- p rT_), ,�' �rMe%, lgrooe s5� Iq /5 /I r9 -Course 1-�[rSC��C°�c� � MtErii! aS�' do -�i�ei� par' ach)r°��� r ♦ NCDWQ appointed Mr. Ken Pickle as the primary point of contact for 4K 411- n Ou1• 0775ersr communication on the stormwater permit application process, "'aJ de /01'&' ♦ Horsehead will submit a stormwater permit application for the site as soon as the final site facility layout plan is completed. This is expected to occur in the early fall, ♦ Following submittal of a complete application NCDWQ advised that three to four " T2nt Jis would be required for the development of a final draft permit for public notice under State requirements, ♦ Horsehead anticipates that the only stream/wetland impacts under Sections 404 and 401 of the Clean Water Act to be for an effluent dischar e utfall structure on the Broad River and possibly a water intake structure for process water on the River both of which likely can be covered under the Corps of Engineers Nationwide Permit for utility activities and North Carolina's General Certification for these activities, ♦ It is understood that a complete site evaluation for waters and wetlands will need to be performed, and Horsehead will obtain such information before finalization of any applications, ♦ NCDWQ agreed to work in coordination with Horsehead to secure a complete 401 Certification application once final proposed impacts can be established, ♦ Based on the identified impacts, NCDNR and Horsehead will establish quick response lines of communication by e-mail and phone to resolve any questions about the application and the processing of a final 401 Certification, ♦ Ms. Cyndi Karoly, NCDWQ Branch Chief for the stormwater and 401 programs will be the initial point of contact, the review process will be assigned to the appropriate staff for the stream/wetland impacts that are planned, ♦ NCDWQ indicated that all communication with Horsehead related to any comments received from staff or the public would occur in a timely manner, and that if further public review was required, the Division would move this process along as quickly as possible to a final determination � /on pending approvals and permits. 9 n/Q cs.�/t✓o our fJZ�f: fuf r7ar�dOr d�`- /�C �r %� c�c�tans-.,Can d/Se �✓���rm�rr� Z7 we ram.!/ have in dTf� iqq �o `mev� %s �rocp,tS Mr. Ken Pickle has already provided several pieces of information and feed -back a/o� �$5� u,ck- ar TAankJ following our meeting. We appreciate his responsiveness in helping us to develop our �o si61e approach to stormwater management on the site. scfs �h� sr`a Commitments made by the NCDNR during our meetin provide information that is critical or completing our site evaluation process. Horsehead looks forward to working with the NCDNR on this important project. As you are aware this new production saIs 74e hook �a�.f�Rs �►vQ o� fhc 6'/"/ #'e' Rofs fh� SPri%�q o� fie facilit re resents a tar a commitment of resources and technology by Horsehead or the {7aar� production of zinc and other non-ferrous metal products. , A1411 sire we knorJ o11�er r" &fa %s. In relation to permitting requirements under the stormwater program, McGill Associates will serve as our primary resource for development and submittal of a complete it application. Mr. Forrest Westall at McGill Associates will assist in coordinating R&mation flow between Horsehead and the NCDNR. Mr. Westall can be contacted at 828.231.6840 (cell) or 828.252.0575 (office). We appreciate your assistance and that of NCDWQ's staf in helpin us t define the stormwater permitting re uirements fort is sitgj Please feel free to contact me with any questions you may have. Sincerely, �f� ��d►i`�ts✓ t 5 p eC[-1 � t a < . C:1�� [� c,�5n' �' d � tie• -f'� Timothy R. Basilone VA e e d dam` f d"`� t� Pig ES re v j" w'e� et 4.aC �at `� o 'I u1'� Sco�G o r �u41 © r4rfose.. �nd -tie con wGr5 a 1 i o w {� le t 4- w 2 i ou r cc Forrest Westall, McGill Associates best �x� �ora"��'" ^f°r "" 4-i Darin Cooper, Horsehead Corp. t OLLr Verba( t to P o{rl- G o� l� n o+ b� -�- a it.e r PerrnlLf,v.c3 p19roC2ss -r,f i4�+�5 �� ,�41� Servt as cur Pr-Erna<�i Tr°soare e` � ra3en ar �e�e�Z�-ion side. ` w'o� dSSit}- in �ocx �rtt3� �utQ Im4� rma4�ton -t-�o� a enc`f or aleje�a� tan Gan'7of- S•/�°c'% foi�seh�z� Permit NCO089109 SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SPECIAL CONDITIONS A (2). CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QUARTERLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised November 1995, or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 0.57% (defined as treatment two in the procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The tests will be performed during the months of January, April, July and October. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Porm (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DWQ Form AT-1 (original) is to be sent to the following address: Attention: North Carolina Division of Water Quality Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge'of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin inunediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. Permit NCO089109 SUPPLEMENT TO EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SPECIAL CONDITIONS (Continued) If the Permittee monitors any pollutant more frequently then required by this permit, the results of such monitoring shall be included in the calculation & reporting of the data submitted on the DMR & all AT Forms submitted. NOTE: - Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. From: Forrest Westall[mailto:forrest.westall@mcgillengineers.com] Sent: Thursday, December 08, 20117:47 AM To: 'Pickle, Ken' Cc: 'Bennett, Bradley'; 'Chernikov, Sergel'; 'Karoly, Cyndl'; 'Matthews, Matt; 'Wakild, Chuck'; 'Basilone Tim'; 'Cooper Darin';'jeff.bishop@megillengineers.com;'kelth.webb@mcgillenglneers.com' Subject: RE: Horsehead Meeting November 29, 2011 Hello Ken, Thanks for the follow-up and the confirmation on the substation and the distinction about stormwater originating within the production area. We will be sure to address your comments about the access and perimeter roads In the final site layout and design. We appreciate the time you provided last Tuesday to meet with Darin, Tim and me so we could review the site stormwater considerations for this new facility In Rutherford County. As we noted, the NPDES process waste water permit has been issued and construction of the facility has commenced. The meeting last week served as a follow-up to our preliminary discussions in May when Horsehead Corporation was completing the site selection process. We left the May meeting with a general agreement with DWQ on a conceptual approach for managing stormwater. At that time we also committed to return to DWQ with a more specific site plan once production layout was completed: At yesterday's meeting we provided detail as to the site layout and our approach for development of an NPDES stormwater permit application for the facility. Your input has been and continues to be very helpful In guiding our development of a permit application. In follow-up to our recent discussion and In addition to the comments you have already made In your follow-up, I am providing this summary to highlight important observations and conclusions that were reached. We will now proceed with development of an application package with the clear direction you provided, confident that the information submitted will be consistent with our understanding. We believe that this will lead to a quick review. During the meeting a copy of the production layout design plan was provided foryour use. The plan provided highlighted areas and facility activities. In addition we described our approach for managing stormwater from Individual and collective areas of the facility. We appreciate your comments and agreement with our overall approach for managing stormwater at the facility. We plan to develop a draft of the application for your review, and then finalize the application based on your comments for submittal to the Department. Key points we agreed to during our discussion are as follows: ■ You advised that all stormwater from within production areas (the area referred to in this correspondence as the "developed site"), would need to be included under the NPDES stormwater permit and monitored accordingly ■ We agreed that stormwater will be managed under an established management plan to meet the requirements of the permit. The management plan will include provisions for managing stormwater from production areas, including capability for accumulating and using this water for production processes or discharging it based on results of sample analyses. Stormwater managed in these areas was referred to during our discussions as being "discretionary water" for process use or discharge. ■ Stormwater will be routed to one point of discharge, which will be the sole discharge monitoring point in the NPDES stormwater permit. Discharge baselines for various parameters will be established for performance monitoring ■ After discussing the general plan for managing storm water at the site, you advised that the following Information should be Included with the NPDES stormwater permit application: A site plan showing the production layout, stormwater collection and containment areas, and stormwater channels leading to the discharge point A map delineating the area(s) of stormwater generation regulated under the NPDES permit A site stormwater management plan describing details as to how storm water on the site will be managed, Including process and non -process areas. Provisions described in the plan will be Included In a stormwater PPP developed following finalization of the permit and before commencement of facility operations As we discussed, permit acquisition is still on the critical path for finalizing construction and commencing operations in a timely manner. The Department's cooperation, timely review and action on the NPDES permit for process discharge water was a very Important factor in Horsehead's selection of this site. Similarly, we appreciate your commitment to work with us In providing a timely review of our application, and Issuing a NPDES stormwater permit for the facility without delay. We plan to provide a draft of our permit application to you for comment. Based on comments from your review, the permit application will be revised and finalized for submittal to the Department for review. We believe this approach will result In a complete and accurate permit application, and that following submittal will enable the Department to analyze the application and Issue a permit promptly. Thanks again. Please let me know if you have any questions. Forrest Forrest R. Westall, Sr., PE McGill Associates, P.A. PO Box 2259 Asheville, NC 28802 Physical Location: 38 Orange Street, Asheville Phone 828-252-0575 Fax 828-253-5612 forrest.westall _ me ig Ilengineers.com From: Pickle, Ken [mailto:ken.pickle@ncdenr.gov) Sent: Wednesday, November 30, 2011 9:53 AM To: forrest.westall@mcgiliengineers.com Cc: Bennett, Bradley; Chernikov, Sergel Subject: Horsehead meeting yesterday H1 Forrest, Good meeting yesterday from my perspective. I hope you and your client feel the same. Thanks for taking the trouble to go over the physical facts with me. A few things occurred to me that were not addressed, or not completely addressed, yesterday: As presented yesterday, Horsehead will have a lab on site, and they will be doing their own analyticals for the NPDES stormwater permit. Please note: for the permit reporting their lab must use the EPA Methods. i assume that for internal process QA/QC Horsehead might Intend to use analytical methods other than EPA Methods. That's OK for their internal process QA/QC, but it doesn't satisfy the NPDES requirement under federal regulation for the water quality analyses undertaken In direct response to permit requirements. • However, there is a provision in the federal rule that will allow us to accept alternative methods. They just need to come forward and request our approval in advance if methods other than the EPA Methods are contemplated. We will pass the request on to our inorganic lab folks for review. • Of course, it goes without saying that an acceptable method must go down to an MDL/PQL that will be below the benchmarks. • On the issue of lab certification, two aspects are of note here. • if they will be running analyticals for Sergei's wastewater Permitthen the lab must be state certified for the analyses related to the wastewater permit limit parameters. • However, for NPDES stormwater permltesting, DWQ certification is not required. Stormwater analyticals are a special case, and are not required to be by certified labs/staff. However, however - - Even If not certified, the lab must still use the EPA Methods for stormwater analyses, as required by federal rule - - or they must have our approval of alternative methods. • Just chatted with Bradley, and we think that the substation east of the railroad is not part of the Industrial activity, and would not have stormwater discharges regulated under the NPDES stormwater program. We had already reached this tentative conclusion in our meeting, but i had promised to check on It for us. The substation will not be subject to the stormwater permit. Just to reiterate the point about the perimeter site roads: Drainage from the site roads is considered stormwater from industrial activity. Yesterday Horsehead related their intent to capture that runoff. Just to clarify: Roads are typically designed with a crowned cross-section - - It appears that Horsehead must either design a sloped but un-crowned cross section draining to the inboard side, or must include runoff capture features on the outboard side of the road to capture that runoff and direct it back to the Inside. its my impression that an un-crowned road is an unusual feature, and typically must be the subject of deliberate focus during the site design process. kbp Ken Pickle Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mall Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6376 Fax: (919) 807-6494 Email: ken.pickle@ncdenr.gov Website: htto,de o web w ws su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content Is exempt by statute or other regulations.** ATTACHMENTS TO EPA FORM 3510-2F GENERAL INFORMATION HORSEHEAD CORPORATION RUTHERFORD COUNTY PRODUCTION FACILITY ✓�.Jiv� wo� CAo /-"//S nAT��ion, x DWG. No. E-0000-G-1004 D Forest City N.C. SX/EW Plant, Genera�lJ Arrangement, Storm Water Management Plan, Horsehead Corporation,.prepared by Carnegie Strategic Design Engineers, LLC, Release Date March 1, 2012. • Continuation of. Part IV. Narrative Description of Pollutant Sources, B. narrative description of significant materials..., management practices to minimize contact by these materials with storm water... • Narrative describing the facility's operation, feedstock materials, reagents and products produced. • Letter from Horsehead Corporation to Mr. Charles Waklid, Deputy Director, North Carolina Division of Water Quality, dated June 13, 2011. • E-mail correspondence between Mr. Ken Pickle, North Carolina Division of Water Quality, and Mr. Forrest Westall, McGill Associates, P.A. dated November 30, 2011 and December 8, 2011 respectively. • Copy of the State of North Carolina, Division of Water Quality, Permit to Discharge Wastewater under the National Pollutant Discharge Elimination System, Permit No. NC0089109. Continuation of: Part IV. Narrative Description of Pollutant Sources B. Narrative description of significant materials..., management practices to minimize contact by these materials with storm water runoff..., materials loading and access areas, and the location, manner, frequency in which pesticides... (Page 2 of 3, EPA Form 3510-2F (1-92)) Solvent solutions and other stock materials will be used in an extraction process, including limestone, sulfuric acid (AR grade), sulfuric acid (93%), Sodium hypochlorite (12%), hydrochloric acid, Iime, manganese, peroxide, kerosene, strontium carbonate, flocculants, dehpa [Di-(2-ethylhexyl)phosphoric acid], carbon, sodium hydroxide, sodium hydrosulfide, ammonium chloride, soda ash, and sodium chloride. Liquid materials will be brought to the plant in rail cars and tanker trucks and will be unloaded to storage tanks. Solid materials will be purchased in bags, supersacks or containers and stored in covered storage areas, with the exception of lime, limestone, and soda ash which will be pneumatically offloaded to process bins. Along with metallic zinc products, solid byproducts from the process will be stored at the site, including gypsum and several varieties of solid material containing heavy metals that will be bagged or containerized for transport by rail or truck to industrial operations as raw materials or recycled at Horsehead facilities. a r Horsehead Corporation NPDES Stormwater Permit Rutherford County, North Carolina Horsehead Corporation is the leading recycler of zinc bearing waste generated by North American steel mini -mills, and the largest producer of zinc in the United States. Construction is underway on a new zinc production facility located in Rutherford County, just south of the Town of Forest City. The facility will have limited air emissions and will discharge a clean brine process waste water. This newly constructed facility upon startup in the future will apply a proprietary hydrometallurgical process (solvent extraction / electro winning) for producing high grade zinc metal from two primary feed materials including waelz oxide (a.k.a. crude zinc oxide) and zinc metal drosses and skims recovered from galvanizing operations. The production process includes use of feed materials in an aqueous and hydrocarbon based solvent extraction process to produce a zinc rich electrolyte solution for use in a cell house where an electro winning process is applied to produce metallic zinc. Similar technology is commonly used to produce metallic copper from mined copper ore feed material in the western United States. The facility will have the capacity to produce approximately 148,000 tons of Special High Grade (SHG) Zinc metal annually. The following tables provide information on Feedstock Materials, Reagents, and Products and By-product Materials that will be used and produced at the facility: FEEDSTOCK MATERIALS FEEDSTOCK MATERIALS QUANTITY (tons/year) Zinc Oxide (Zn0) 228,000 Galvanizer Skimmings 28,500 REAGENTS REAGENT QUANTITY tons/year) REAGENT QUANTITY (tons/year) Limestone 36,000 2 (De ha 150 111.1 (Self i-ricaci& 41,300 Carbon 58 14. i�__,NaCIO (12%) > 5,825 3 cNH�CI 44 Ic z HCL _) 3,900 NaOH 11 Lime 1,608 NaHS 4 1j Peroxide 975 Mn Sulphate 2,218 6 Kerosene 600 iQ NaCl 1,200 g Sr Carbonate, 165 NaCO3 4,400 Floe ) 86 1 So CIO . €ems PRODUCTS 1 BY-PRODUCTS PRODUCT QUANTITY (tons) ear) PRODUCT QUANTITY (tons) ear Zn SHG 148,000 Final Residue 2,800 Zn CGG/PW 8,000 Non -Zinc Bearing Metallics 1,132 Gypsum 61,000 Metallic Cement 536 Lead Concentrate 9,200 Crud Residue 156 Glaubers Salt 13,000 PLINT Residue 32,000 I_W42.104-10A(,a The objective of the proposed storm water management plan is to manage all storm water for discharge from the facility through a single monitored outfall to the Broad River. Storm water from various areas of the facility will be managed according to the following scheme: 1. Storm water falling into various operating/production areas will be collected in segregated collection basins underlying or. adjacent to these areas, as designated, will be analyzed for likely pollutants to determine its disposition. Based on analytical results, the water will be discharged to the storm water system, used in production process operations, or possibly treated prior to discharge. This water is referred to as "discretionary storm water" for discussion purposes. 2. Storm water drainage from standard commercial or landscaped areas and perimeter roadways, roofed areas having no contact with industrial processes. This water will be discharged directly to the storm water system leading directly to the storm water outfall. This water is referred to as "non - discretionary storm water", and 3. Storm water falling into a few designated operation areas will be collected in segregated collection basins underlying the designated area(s) and used for production process operations at all times, and not discharged to the storm water system. 4. Storm water from undeveloped areas (fill and vegetated areas not affected by plant activities) will be discharged through energy dissipation into natural drainage channels. Storm water from described areas 1 and 2• above will discharge to the single monitored outfall for the facility. Storm water drainage from areas described in item 3 above will not be discharged but will be used in the production process, and storm water drainage from areas described in item 4 above, including unaffected surrounding property, will discharge into natural drainage channels. r ? 4j, J > Ist 2j �'`� o.r?(�1'—`` V 4 . V, V j V;5' CI 41 10 0 /•E I T American Zinc Products tv 0 N N I V, NCS000562 American Zinc Products LLC N Latitude: 350 11' 36" N w E Longitude: -810 50' 59" W County: Rutherford S Receiving Stream: Broad River Stream Class: C Map Scale 1:24,000 Index Number: 9-(36.5) (Broad River Basin) ME9116 4, Facility Location From: Belnick, Tom Sent: Wednesday, May 04, 2011 1:39 PM To: Bennett, Bradley; Karoly, Cyndi Cc: Chernikov, Sergei Subject: FW: Horsehead Corporation, Rutherford County Site ✓ Just to double check that a stormwater permitting rep can attend this meeting that was requested by Forrest and Horsehead Corp. It's been set for Monday May 9, 1pm, 9fcr, and will be focused on whether there are any stormwater permitting needs. We already covered wastewater permitting during a previous meeting with the applicant. Sergei will still plan to attend from the wastewater side, just in case there is need for a combined SW/WW permit. Tom Belnick Supervisor, Complex NPDES Permitting Unit NC DENR/Division of Water Quality 1617 Mail Service Center, Raleigh, NC 27699-1617 (919) 807-6390; fax (919) 807-6495 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Forrest Westail[mailto:forrest.westall@mcgillengineers.com] Sent: Monday, April 18, 2011 5:40 PM To: Belnick, Tom; Bennett, Bradley Chernikov, Sergei Cc: Matthews, Matt; Karoly, Cyndi; Poupart, Jeff; Wakild, Chuck Subject: Horsehead Corporation, Rutherford County Site Hello, W As a follow-up to our discussion on this proposed facility, the Company would like to discuss the(stormwater implications) of the plant. As we noted in our meeting on the 7th the site drains to a section of the Broad River that is class C waters and is outside of any Phase II area. The company is looking atiseveral options concerning stormwater management We very briefly discussed at our meeting how DWQ might address stormwater permitting and if that process will be a separate permit r incorporated into the process discharge. We would like to schedule something the week of May 9 in sleigh to review this issue. The best days for me are Monday the 91h and Friday 131h, but we would like to work within your schedule. Please let me know of your availability that week. Thanks, Forrest Forrest R. Westall, Sr., PE McGill Associates, P.A. PO Box 2259 Asheville, NC 28802 Physical Location: 38 Orange Street, Asheville Phone 828-252-0575 Fax 828-253-5612 forrest.westall@mc ilg lengineers.com wJ _ Sergei — what does this facility make? Presumably not Horseheads — that would be agricultural, not industrial activity, and outside of our authority. Ken From: Georgoulias, Bethany Sent: Friday, May 06, 2011 10.27 AM To: Bennett, Bradley; Pickle, Ken Subject: RE: Horsehead Corporation, Rutherford County Site Bradley, I can be there if I'm back by 1 PM that day. I'll do my best, but will have to let you know that morning. Unfortunately I'm typically gone between 12:30-1:30. -Bg Bethany Georgoulias Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6372 Fax: (919) 807-6494 NEW Website: http://portal.ncdenr.org/web/wq/ws/su E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. ✓ From: Bennett, Bradley Sent: Wednesday, May 04, 2011 1:44 PM To: Pickle, Ken; Georgoulias, Bethany Subject: FW: Horsehead Corporation, Rutherford County Site Hey Guys, I think I neglected to forward this around to anyone earlier. I am planning to attend, but if one of you is also available it would be very useful. I think NPIDES Industrial issues may be the most important ones for the project. It may be worthwhile for us to talk to Forrest before the meeting also. Thanks BB Bradley Bennett Stormwater Permitting Unit NC Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone: (919) 807-6378 Fax: (919) 807-6494 Email: bradley.bennett@ncdenr.gov (New Email Address) Web: http://portal.ncdenr.org/web/wq/ws/su Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. C Fox,`Tim From: Harris James <jharris@horsehead.net> Sent: Friday, June 28, 2013 2:25 PM To: Fox, Tim Cc: Herbert, Laura C; Kucken, Darlene; Howell Charles Subject: RE: Utility Corridor Inspection Report Tim, I spoke with our project engineer in Pittsburgh and obtained dates for the actions shown below. Please review. 1. Develop the Sediment Removal Plan for the wetlands and obtain approval from Tim Fox to implement. (Complete) 2. Finish the installation of the underground utility pipes on the corridor road (complete by July 5, 2013) 3. Scoop out the sediment in front of the silt fence at the pinchpoint (complete by June 28, 2013) 4. Begin vacuuming the sediment from the wetland on July 8, 2013 (complete by July 31, 2013) 5. Install the process effluent diffuser in the river by Basin 1. (Start date: July 15, 2013 - Completion date: August 15, 2013) 6. Seed and mat the slopes on the corridor road to establish permanent ground cover (August 31, 2013) 7. Activate usage of the 54 inch stormwater drain pipe to Basin 1 (July 11, 2013) Let me know if you have questions. All of these dates could be extended if we experience adverse weather conditions. If the weather holds, we plan on completing the jobs by the date indicated. I will be in the office on Monday, Tuesday and Wednesday of next week. If you have questions, let me know. Thanks, Jim Harris Environmental Manager Horsehead Metal Products, Inc. 484 Hicks Grove Road Mooresboro, NC 28114 C 828.748.5283 F 828,245.8931 iharris@horsehead.net From: Fox, Tim [mailto:tim.foxOncdenr.gov] Sent: Wednesday, June 26, 2013 2:53 PM To: Harris James Cc: Herbert, Laura C; Kucken, Darlene Subject: Utility Corridor Inspection Report Jim, Attached is my inspection report regarding the issues along the Utility Corridor. would like to discuss storm water management (Utility Corridor), Sediment removal deadline dates, and approve a plan of action regarding stability and ground cover along the corridor road to ensure that this does not occur again. 0 9 '`i Thank you for reporting the issue and responding quickly. Darlene and I will be back out in the near future. If you can respond to these issues we can discuss during are next inspection. As I discussed with you I will not write a Notice of Violation for this event unless the Sediment Removal is not executed and final cleanup is not resolved. If there are any changes or deviations to the Sediment Removal Plan please let me know for approval. If you have any further questions let me know. Thanks, Tim (828) 296-4664 Tim Fox - tim.fox ncdenr. ov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Quality - Surface Water Protection 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: Email correspondence to and from this address may be subject to the NC Public Records Law and may be disclosed to third parties. 0 0 Site Inspection Report Site Number: WT000681 Site Name: Horsehead Utility Corridor Site Address: County: Rutherford Directions: Latitude: Site Owner Name: Horsehead Holding Corporation Inspection Date: 06/11/13 Reason for Inspection: Routine Inspection Type: Site Inspection (non -DOT) Inspection Contact Person: On -Site Representative(s): Primary Inspector: Timothy R Fox Secondary Inspector(s): Facility compliance Status: ❑ Compliant Program Area: Construction SW (NCG010000) Question Areas: 0 NCG010000 Permit Inspection Summary: Region: Asheville Longitude: Not Compliant Phone: Phone: 828-296-4500 The Division of Water Quality was notified on May 23, 2013 of a large rainfall event (2.9 inches) that occurred at The Horsehead Project Site. Sediment deposition occurred to approximately 1500 plus feet of stream and a wetland area. Erosion Control measures were in place but were compromised during the event. A Sediment Removal Plan has been submitted and approved since the date of this report. Further evaluation of storm water control on the site (Corridor Roadway), Sediment Removal Plan deadline dates, and further conversation of stability and ground cover along the corridor roadway is needed to ensure that further damage does not occur. Please provide appropriate response to issues listed above. Page: 1 0 Site Number: WT000681 Owner: Horsehead Holding Corporation Inspection Date: 06/11/13 Inspection Type: Site Inspection (non -DOT) Reason for Visit: Routine NCGO10000 Permit # Is this inspection related to a DLRldelegated program inspection? If Yes, what was the DLR/delegated program inspection date? Is the site following its E&SC Plan as per DLR or delegated program? Is the site maintaining their E&SC measures as per DLR or delegated program? Is a copy of the approved E&SC plan on site? Is a rain gauge present on -site or is MPE in use for the site? Is rain gauge data or MPE data recorded? Are inspection records complete? Is the site compliant with other conditions of the NCG010000 permit? Comment: Evaluation of Storm Water Mangement is needed onsite (See Summary). Vn Mn MA IUC ■00D 0611 112013 ■n❑❑ ■nnn ■ ❑ Cl 0 ■000 ■Cl00 ■nnn 0 0 0 0 Page: 2 0 0 Fox, Tim From: Forrest Westall [Forrest.westall@mcgillengineers.com] Sent: Monday, May 28, 2012 2:32 PM To: Fox, Tim; Susan.Wiison@ncdenr.gov; Cranford, Chuck; Herbert, Laura C Cc: mark. cathey@mcgillengineers.com-, 'Jeff Bishop'; ben. cathey@mcgillengineers.com; jay.stewart@mcgillengineers.com; mike.dowd@mcgillengineers.com; keith.webb@mcgillengineers.com Subject: Meeting With Horsehead Corporation Hello, In talking with Tim Fox and Laura Herbert, we have scheduled a meeting to discuss the Horsehead site in Rutherford County for June 7 at 1 PM at cur Offices on 55 Broad Street. Mr. Tim Basilone the VP for Environmental Relations will be present. The meeting follows discussions that Mark Cathy and I had with Tim Fox and a brief discussion I had with Laura Herbert on Friday May 16. The general objective of the meeting will be to discuss the steps that have been taken to increase the level of construction site environmental coordination. If there are any questions about this meeting please let me know. Thank you, Forrest Forrest R. Westall, Sr., PE Principal McGill Associates, P.A. 38 Orange Street I Asheville, NC 28801 Phone: 828.252.0575 1 Fax: 828.253.5612 Email: forrest.westall@mcgillengineers.com I Website: www.mcgillengineers.com 0 • Fox, Tim From: Pox, Tim Sent: Thursday, May 17, 2012 12:27 PM To:'forrest.westall@mcgillengineers.com' Cc: Cranford, Chuck; Wilson, Susan A Subject: Horse Head NOV Mr. Westall, I just wanted to clarify and communicate some issues and concerns that we discussed regarding the NOV that was sent by our agency on May 9, 2012. First we have been notified that there was previous sediment damage witnessed to the stream in question in the past from a utility line Running across the property. If you have additional pictures or information that would help with our evaluation we would welcome to review. The NOV that was sent out in May will only address new or fresh sediment that occurred from a breach in the silt fence along the roadway above the wetland area on the project. This will not include pre-existing historic sediment damage. There was fresh sediment damage from the breached silt fence that deposited in the wetland area and stream. As I have discussed I would like to re-evaluate the area again to determine if a cleanup of the new sediment will be required and the area remediated. During our meeting yesterday we determined that there was no approved plan for a small section of the plan above the wetland area. It is my understanding that Odom engineering will provide a revision for this area to Land Quality which will hopefully correct any further issues. Please let me know if you need further clarification or have further questions. Obviously with a project of this size improving coordination and Communication is vital. Thank you for your continued professionalism and if you would like to meet on -site to look at the area in question that would be great. If anyone has any further questions please let me know. Tim Tim Fox - tim.fox(@ncdenr.gov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Quality - Surface Water Protection 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: Email correspondence to and from this address may be subject to the NC Public Records Law and may be disclosed to third parties. 0 r_1 LJ Fox, Tim From: Fox, Tim Sent: Wednesday, May 23, 2012 1:18 PM To: 'mark.cathey@mcgillengineers.com'; Herbert, Laura C; 'David Odom'; jay.stewart@mcgillengineers.com; jbalmer@horsehead.net; Idavis@smeinc.com Cc: Koontz, Charles; Kucken, Darlene, Forrest.westall@mcgillengineers.com Subject: RE: May 16 Site Meeting Results All, just wanted to respond concerning the DWQ Nov and the discussion we had on 5/16/2012. As Mark already indicated We met with Forrest and discussed the Nov and they provided photo documentation of previous site and stream conditions for the area in question. I will be re-evaluating the stream over the next couple of weeks and will let McGill know when that visit will be. Our requirements would include obtaining a response to the NOV and once the approved plan for this area in question is approved. Install the proper measures as per the plan and maintain. I will keep you updated. Thanks, Tim From: Mark Cathey [mailto:mark.cathey@mcgillengineers.com] Sent: Monday, May 21, 2012 8:49 AM To: Herbert, Laura C; 'David Odom'; jay.stewart@mcgillengineers.com; jbalmer@horsehead.net; Idavis@smeinc.com Cc: Koontz, Charles; Kucken, Darlene; Fox, Tim; Forrest.westall@mcgillengineers.com Subject: RE: May 16 Site Meeting Results Laura, Thank you for the summary of our May 16 meeting. I wanted to respond to make sure everyone is on the exact same page. My comments of clarification follow yours in red text. Please let me know if you have any additional comments. In addition, Forrest Westall and I met with Tim Fox -on Friday and reviewed the previous documentation that Forrest had prepared back in the fall of last year relative to the previously impacted stream adjacent to the corridor. McGill will be responding to the NOV this week and will follow up with scheduling a site visit with Tim and other DWQ representatives following our response. Thanks! Action Items: 1) Revise and submit to our office Phase 1 plans to include the following: a. Incorporate Odom and McGill Sections together in one plan so that revised plan is a "stand alone" plan. Per site discussions at conclusion of our meeting, this "stand alone" plan will only be an overall site plan with all submitted plans identified, but the existing naming convention of submitted phases will remain unchanged. Future submittals for any new disturbed areas will be stand alone plans, but will be added to overall site plan to keep everyone informed. 9 0 b. Include "gap" area (with appropriate measures) for the section between the McGill plan area and the Odom plan area. Odom Engineering will be submitted revised plans this week to include this area. c. Include the connector roads with appropriate measures between Phase 1 and "The Additional Grading" plan across the railroad. Odom Engineering will be submitted revised plans this week to include this area. d. Include any planned changes such as the proposed retaining wall or "on the ground" changes. All parties are working on a final resolution of the retaining wall currently. Odom Engineering will submit revisions on retaining wall and/or other changes just as soon as available. e. Include the soil storage "mountain" with appropriate slope stabilization measures and temporary and permanent erosion control measures (such as benching and water diversion) as needed. Odom Engineering is working on a revision for the soil stockpile area and will submit necessary revisions to Land Quality. f. Include any changes to the sediment basin by the river, including updated drainage/stormwater calculations. McGill has completed draft revisions for the area between the sediment/stormwater pond at the river and the power line ROW. These will be submitted to Land Quality as soon as they are finalized. 2) Place temporary groundcover on the utility road (McGill section of the plan) as soon as possible. This was being performed on Friday, completed today if weather allows. 3) Place groundcover on any final slopes as soon as possible and temporary groundcover on non -active areas. The contractor was working on this Friday as well. 4) Reseed with rye grain all slopes (per the approved plan) that were planted with rye. Will need to cut back the rye prior to this to allow room for the rye grain to grow. The contractor is aware of this, but I will ask Jay Stewart to check on the schedule of completing this and report back to you ASAP. 5) Appropriately protect all of the inlets of the storm drains near the construction office trailer. This has been discussed with the contractor. I will ask Jay Stewart to report back to you on the schedule of completing this as well. 6) For any future expansions of disturbed area equal to or exceeding 1 acre, submit a new plan to cover this expansion (not a revision). Acknowledged. Mark Cathey, PE Senior Project Monager McGill Associates, P.A. 55 Broad Street I Asheville, NC 28801 Phone: 828.252.0575 ( Mobile: 828.231.6845 E Fax: 828.252.2518 Email: mark.cathev@mcgillengineers.com J Website: www.mcgillengineers.com From: Herbert, Laura C[mailto:laura,.herbert@ncdenr.gov] Sent: Friday, May 18, 2012 11:26 AM To: David Odom; mark.catheyPmcgillengineers.com; jay.stewart(.amcgillengineers.com; ibalmerO)horseheacl.net; Idavis@smeinc.com Cc: Koontz, Charles; Kucken, Darlene; Fox, Tim Subject: May 16 Site Meeting Results Thank you all for your time on Wednesday during the inspection. It was nice to meet all of you. Below is a summary of our discussions at the site and the action items resulting from these discussions. Let me know if you have any comments or questions. Please note that these include only the Land Quality items. Tim can update you all with the DWQ follow- up items. Action Items: 7) Revise and submit to our office Phase 1 plans to include the following: a. Incorporate Odom and McGill Sections together in one plan so that revised plan is a "stand alone" plan. b. Include "gap" area (with appropriate measures) for the section between the McGill plan area and the Odom plan area. c. Include the connector roads with appropriate measures between Phase 1 and "The Additional Grading" plan across the railroad. d. Include any planned changes such as the proposed retaining wall or "on the ground" changes. e. Include the soil storage "mountain" with appropriate slope stabilization measures and temporary and permanent erosion control measures (such as benching and water diversion) as needed. f. Include any changes to the sediment basin by the river, including updated drainage/stormwater calculations. 8) Place temporary groundcover on the utility road (McGill section of the plan) as soon as possible. 9) Place groundcover on any final slopes as soon as possible and temporary groundcover on non -active areas. 10) Reseed with rye grain all slopes (per the approved plan) that were planted with rye. Will need to cut back the rye prior to this to allow room for the rye grain to grow. 11) Appropriately protect all of the inlets of the storm drains near the construction office trailer. 12) For any future expansions of disturbed area equal to or exceeding 1 acre, submit a new plan to cover this expansion (not a revision). Once again, thank you for your time and efforts and we look forward to working with you. Please forward onto anyone I may have missed on the distribution list (I only gathered a few cards). Sincerely, Laura Herbert Laura Herbert, P.E. Regional Engineer Division of Land Resources - Land Quality Section NCDENR-Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Tel:828-296-4500 Fax:828-299-7043 Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties unless the content is exempt by statute or other regulation. 0 0 Fox, Tim From: Fox, Tim Sent: Thursday, May 17, 2012 12:27 PM To: 'fcrrest.westall@mcgillengineers.com' Cc: Cranford, Chuck; Wilson, Susan A Subject: Horse Head NOV Mr. Westall, I just wanted to clarify and communicate some issues and concerns that we discussed regarding the NOV that was sent by our agency. on May 9, 2012. First we have been notified that there was previous sediment damage witnessed to the stream in question in the past from a utility line Running across the property. If you have additional pictures or information that would help with our evaluation we would welcome to review. The NOV that was sent out in May will only address new or fresh sediment that occurred from a breach in the silt fence along the roadway above the wetland area on the project. This will not include pre-existing historic sediment damage. There was fresh sediment damage from the breached silt fence that deposited in the wetland area and stream. As I have discussed I would like to re-evaluate the area again to determine if a cleanup of the new sediment will be required and the area remediated. During our meeting yesterday we determined that there was no approved plan for a small section of the plan above the wetland area. It is my understanding that Odom engineering will provide a revision for this area to Land Quality which will hopefully correct any further issues. Please let me know if you need further clarification or have further questions. Obviously with a project of this size improving coordination and Communication is vital. Thank you for your continued professionalism and if you would like to meet on -site to look at the area in question that would be great. If anyone has any further questions please let me know. Tim Tim Fox - tim.fox@ncdenr.eov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Quality - Surface Water Protection 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 Notice: Email correspondence to and from this address may be subject to the NC Public Records Law and may be disclosed to third parties. lqw ------- '-- - ----_------ NPDES STORMWATER CONSTRUCTION COMPLIANCE INSPECTION REPORT NPDES PERMIT NO: NCG 010000 DATEOF INSPECTION: INSPECTION H: PROJECT NAME: Horsehead Coporation PROJECT DESCRIPTION (check one): ❑Residential ®Commercial ❑Other: 1. TYPE OF INSPECTION ❑ 1) At least once every 7 calendar days, or ❑2) At least once ever, 14 calendar days/24 hrs of the end of a storm event 0.5 inches or greater. IL WEATHER CONDITIONS 1) Weather conditions during inspection: clear 2) Weather conditions since last inspection, including rainfall information: Ill. SITE AND PLAN REVIEW Are the following required items available for regulatory review: ❑Y❑N SWPPP ❑Y❑N Copy of the General Permit ❑Y❑N DHEC Coverage Letter ❑Y❑N NOI ❑Y❑N Weekly inspection forms ❑Y❑N Co-permittee agreements or contractor certification statements IV. BEST MANAGEMENT PRACTICES ❑Y❑N 1) Is construction entrance/exit properly installed? ❑Y❑N 2) Is perimeter silt fence/other controls properly installed? ❑Y❑N 3) Did any 13MPs fail to operate as designed or prove inadequate? * If Yes, Identify BMPs and location(s): ❑Y❑N 4) Are additional BMPs needed? *If Yes, indentify BMI's needed and which location(s): ❑Y❑N 5) Do any 13MPs require maintenance? * If Yes, provide location(s) and description(s): ❑Y❑N 6) Is construction activity following phasing/sequencing plan? ❑Y❑N 7) Has construction activity ceased for 14 days or more? ❑Y❑N 8) If activity has ceased. have temporary stabilization measures been installed within 14 days? If No, identify locations needing stabilization: ❑VON 4) Are litter, construction debris, oils. fuels, building products. & construction chemicals being properly addressed and/or removed? *If No. identify locations: V. FINAL STABILIZATION ❑Y❑N 1) Have land disturbing activities site permanently ceased? ❑Y❑N 2) Are there any areas of active erosion evident? If Yes, identify locations): ❑Y❑N 3) Does the permitted area have 70% permanent vegetative cover (i.e. grass or other cover) OR have equivalent measures installed? VI. OFFSITE IMPACTS FROM PROJECT 1) Are there any offsite impacts? ❑No ❑Yes, where? ❑Public right of way ❑Adjoining Property ❑Wetlands ❑Creek/River ❑Lake/fond []Other (please specify). 2) If answering "Yes", indicate the location and describe the impact: VII. DEFICIENCIES/ CORRECTIVE ACTIONS Were deficiencies noted in this inspection previously listed in a monthly report? ❑ Yes ❑ No If Yes, identify locations): Vlll. STORM WATER POLLUTION PREVENTION PLAN UPDATES ❑VON 1) Does the SWPPP need to be modified? ❑Y❑N 2) Has the SWPPP been modified since the last inspection? If so, note the date(s): IN. COMMENTS Inspector:.lav Stewart Title/Qualifications: CEPSCI 0724 MRM -aC" -MVZ MZM; 0 T- Ni W�.j(/i.MA ra tv, iN f IXa A7x44 6-_zj. O9L-W 111pp'� 1�,, :g g ejg lE 6 ftv - lxl.5��­ I JI. . 'Ti g�4� �y� LgmG :'JA zie Ca. L^f1W A .4 1 k 5f OPPMV C 5 �v A . L -i6 .3 _ a• s� J-=��'�'ss�. wrS%'i`�-1 �. - i '�vrr. f � r1.`, � lam• s ?;r.,s• .�'�':.7� -= :iw-�>'�'.-�=>'4':�: ire, �:.-•r �^=i 55 _C�L t�� ol in, FS A53.WP A-1 p� kog gw PONC, ww NOW p 05 PIP!, Ag N, ZZ Z� � W�p� ;Xi 4 - a� K_!R JIM Al A, FY , FAV a2 LMA ,KI SM1N�: V TIikNNd 'Pshlk T L]