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HomeMy WebLinkAboutNCS000057_Fact sheet binder_20240124 DEQ / DEMLR FACT SHEET FOR NPDES INDUSTRIAL INDIVIDUAL STORMWATER PERMIT DEVELOPMENT Basic Information for Permit Issuance and Renewals: Permit Writer/Date Brianna Young 1/22/2024 Permit Number NCS000057 Owner/Facility Name Venator Chemicals,LLC/Venator Chemicals,LLC 2819/Inorganic chemical manufacturing SIC(NAICS)Code/Category 32532/Pesticide and Other Agricultural Chemical Manufacturing Basin Name/Sub-basin number Yadkin Pee-Dee/03-07-12 Receiving Stream/HUC UT to Rocky River/030401050106 Stream Classification/Stream Segment C/ 13-17 Is the stream impaired on 303 d list]? Yes- See Section 2 below Any TMDLs? No Any threatened and/or endangered species? No Any compliance concerns? See Section 2 below Any permit mods since lastpermit? See Section 1 below New expiration date 2/28/2029 Comments on Draft Permit? See Section 6 below Section 1. Facility Activities and Process: Venator Chemicals, LLC is a chemical manufacturer that produces pesticides and inorganics for wood preserving, agricultural, and industrial companies. Products produced include alkaline copper quaternary (ACQ), copper chromated arsenate (CCA), arsenic acid, and other copper-based pesticides; binary salts of aluminum, calcium, magnesium, manganese, copper, zinc, lithium, and sodium; and nitrates, nitrites, chlorides, and acetates. Per the permit file history, the facility has also produced metal nitrates (calcium, magnesium, aluminum, manganese, copper, lithium, and zinc), metal chlorides (aluminum, magnesium, zinc, and manganese), metal acetates (magnesium, lithium, and zinc), organic biodegradables (organic biocide, D-Blaze fire retardant [diammonium phosphate], and wax-based water repellants), and organic chemicals (castor oil and derivatives, emulsifiers, and organic pesticides Imidicloprid and Tebuconazole). Per the permit renewal application, the previous owner, Chemical Specialties, Inc. (CSI), requested an increase of the benchmark values for copper and zinc to 150 µg/L and 300 µg/L, respectively. CSI stated the implementation of various BMPs period did not correlate to any decreases in the discharge values for copper or zinc (CSI states zinc is due to the large quantity of galvanized roofing and chain link fence, and tire dust from fork trucks and tanker trailers). CSI additionally states previous water samples collected by CSI from the Rocky River indicate higher values for copper and zinc upstream of their facility than downstream. Per the permit renewal application, the previous owner CSI stated the following site operations have changed since the last permit renewal: • Approximately 80% of copper is received in "chopped" form and transported in super sacks. Page 1 of 9 • Wood preservative industry has transitioned from metal-based to organic based chemistries based on biodegradable biocides called ITAs or chloroisothiazolinones. The volumes of CCA and arsenic acid are minimal with launch of the new organic products. o Production of organic based products includes storage and handling of new organic chemicals (castor oil and derivatives, emulsifiers, and organic pesticides Imidicloprid and Tebuconazole). • Discontinued handling organic based products Dowanol, Tergitol, and Texanol. Per information submitted by the permittee on 1/5/2023, the textile plant which produced Magnesium Chloride solution has been idled. The storage tanks are empty and the secondary containment pit has been cleaned out via pressure washing. Stormwater from this area is analyzed, inspected, and discharged. Containerized products (totes, drums, bags of finished products and raw materials) are stored in warehouses. When stormwater is collected, it is either pumped to the permitted wastewater treatment system or collected in tanks for reuse back in process. A few containments are pumped to stormwater after a visual inspection and/or analytical testing. Nonhazardous waste and recycle collection containers are exposed to stormwater. There are a small amount of totes which are stored outside. The site also has a tanker parking area which is exposed to stormwater. Site has stormwater gate valves where applicable. Per an inspection performed by the regional office in November 2022, no concerns were noted at the time with the facility or the outfalls. Per previous inspection reports, the facility had been in operation since the 1960s and the bioaccumulation of wood preservation constituents are likely prevalent in the soils and on equipment scattered throughout the site. Small flakes of copper were seen on the pavement in the vicinity of the unloading area that are exposed to rain events. Historical manufacturing activities at this facility may have played a part in the sources of zinc levels, but a large part of the site was covered by galvanized metal buildings and galvanized metal piping was found throughout the site. Items produced by the facility included calcium nitrate, zinc nitrate, copper nitrate and sodium nitrate. Outfall SW001: Drainage area consists of truck scales, facility buildings, above ground storage tanks, lined lagoon, loading docks/areas, and parking lots. Outfall SW002: Drainage area consists of truck scales, firewater tank, facility buildings, and above ground storage tanks. Why Industrial Sites with Stormwater are Subject to a Permit: Federal NPDES regulations define stormwater discharge associated with industrial activity in 40 CFR §122.26 (b)(14) as: "the discharge from any conveyance that is used for collecting and conveying storm water and that is directly related to manufacturing,processing or raw materials storage areas at an industrial plant. The term does not include discharges from facilities or activities excluded from the NPDES program under this part 122. For the categories of industries identified in this section, the term includes, but is not limited to, storm water [sic] discharges from industrial plant yards; immediate access roads and rail lines used or traveled by carriers of raw materials, manufactured products, waste material, or byproducts used or created by the facility; material handling sites; refuse sites; sites used for the application or disposal of process waste waters (as defined at part 401 of this chapter); sites used for the storage and maintenance of material handling equipment; sites used for residual treatment, storage, or disposal; shipping and receiving areas; manufacturing buildings; storage areas (including tank farms) for raw materials, and intermediate and final products; and areas where industrial activity has taken place in the past and Page 2 of 9 significant materials remain and are exposed to storm water. For the purposes of this paragraph, material handling activities include storage, loading and unloading, transportation, or conveyance of any raw material, intermediate product, final product, byproduct or waste product. The term excludes areas located on plant lands separate from the plant's industrial activities, such as office buildings and accompanying parking lots as long as the drainage from the excluded areas is not mixed with storm water [sic] drained from the above described areas." Section 2. Monitoring Information and Compliance History: • May 2012 to December 2022, benchmarks exceeded for: o Outfall 001: Zinc 13x, Copper 23x, Fecal coliform 16x o Outfall 002: TSS Ix, Zinc 5x, Copper 20x, Fecal coliform 12x • Sampling data also provided January 2013 to November 2014 for zinc, copper, and fecal coliform at additional sampling points: o #1 Tanker Parking: Copper 4x, Fecal coliform 2x o #2 ACQ Tank Farm Roof Drain: Zinc Ix o #3 Storm drain behind#4 warehouse: Zinc 2x, Copper 4x, Fecal coliform 2x o #4Main drain bypass at QC lab: Zinc 4x, Copper 4x o #5 Runoff pipe at fire water tank: Zinc Ix, Copper Ix, Fecal coliform Ix o #6 Bldg 001 (NE corner): Zinc 2x, Copper Ix o #7 Bldg 001 (NW corner): Zinc 2x o #8 Dock#3: Zinc lx, Copper I o #9 Downspout front of T-142: Zinc 4x, Copper I o #10 Downspout front of Bldg 023: Zinc 4x, Copper Ix o #11 Downspout pipe west of T-138: Zinc lx, Copper I o #12 Downspout SW corner Bldg 024: Zinc 4x, Copper Ix o #13 Drain at N side of Bldg 230/230: Zinc 4x, Copper 4x, Fecal coliform I o #14 Downspout at W side of loading dock(Bldg 230): No exceedances o #15 French drain at SE Bldg 231: Zinc 2x, Fecal coliform 2x o #16 Curbside drain at ACQ drive (N upstream): Copper 4x, Fecal coliform 4x o #17 Curbside drain at ACQ drive (S downstream): Zinc Ix, Copper 4x, Fecal coliform 3x o #18 Outfall 1: Zinc 4x, Copper 4x, Fecal coliform 4x o #19 Outfall 2: Zinc lx, Copper 4x, Fecal coliform 2x o #20 Rocky River(upstream): Copper 2x o #21 Rocky River(downstream): Copper 2x • Previous inspection reports note copper and zinc exceedances • Per the permit renewal application submitted January 2023, in 2021 CT-87, EL2 was released onto the pavement but material stopped and collected before it reached the storm drains, soil or water. 303(d) listing: Rocky River 13-17a C 34.1 FIN M les �21 From souroe to mouth of Reedy Creek PARAMETER IR CATEGORY CRFFERIA STATUS REASON FOR RATING 3031)YEAR [Turbidity(50 NTU,AL,FW miles) F—IlExceeding Criteria I 1 1 2020 6enthos(Nar,AL,FW) b--I Exceedin Criteria Fair,Poor or Severe Bioclassification 1998 Page 3 of 9 Rocky River 13-17b2 =C — 8.3 FW Miles 137fl From Mallard Creek to Reedy Creek PARAMETER IR CATEGORY CRITERIA STATUS PM REASON FOR RATING 303D YEAR [Turbidity(50 NTU,AL,FW miles) �V7 lExceedin Criteria L 2008 Benthos(Nar,AL FW) �V7 lExceedin Criteria Fair,Poor or Severe BiodassrfTcation 2008 upper Q µgJl,AL,FW) �h__J Exceedin Criteria I�se_s_qment gacy Category 5 Total Metals 2008 Threatened/Endangered Species: There are no threatened/endangered species at the point of discharge, however, downstream the Carolina Darter(Etheostoma collis;NC status: SC) and Eastern Lampmussel (Lampsilis radiata; NC status: T) are present. Section 3. Proposed Monitoring for Stormwater Discharges: The Division considered potential pollutants from past and present industrial activities and data was submitted for May 2012 to December 2022. Quantitative sampling included pH, TSS, COD, fecal coliform, copper, manganese, zinc, O&G, total nitrogen, TKN,Nitrate+Nitrite, and total phosphorus. Parameters are based on potential pollutants in the drainage area, sampling results, and in some cases, dependent upon future activities (e.g., ash removal through the drainage area). Below is a table of the proposed monitoring for each outfall at the Venator Chemicals, LLC site. Outfalls SWO01 and SWO02 Quarterly monitoring Total Suspended Solids BASIS: Potential pollutant from drainage area and BMP effectiveness (TSS) indicator. Quarterly monitoring H BASIS: Pollutant indicator and important to interpreting toxicity potential p of metals. Quarterly monitoring Total Rainfall BASIS: Discharge potential indicator Quarterly monitoring Non-Polar Oil &Grease BASIS: Potential pollutant from lubricants; Method 1664 SGT-HEM targets petroleum-based O&G Quarterly monitoring Monthly Oil Usage BASIS: Potential pollutant from drainage area Quarterly monitoring BOD BASIS: Discharge potential indicator Page 4 of 9 Quarterly monitoring COD BASIS: Discharge potential indicator Quarterly monitoring Fecal Coliform BASIS: Potential pollutant from drainage area(based on monitoring data submitted with renewal application) Quarterly monitoring Total Nitrogen BASIS: Nitrate+Nitrite is a potential pollutant from drainage area(based on monitoring data submitted with renewal application) Quarterly monitoring Aluminum BASIS: Potential pollutant from drainage area(based on monitoring data submitted with renewal application) Quarterly monitoring Total Arsenic BASIS: Potential pollutant from drainage area(based on monitoring data submitted with renewal application) Quarterly monitoring Chloride BASIS: Potential pollutant from drainage area(based on monitoring data submitted with renewal application) Quarterly monitoring Total Copper BASIS: Potential pollutant from drainage area Quarterly monitoring Total Magnesium BASIS: Potential pollutant from drainage area(based on monitoring data submitted with renewal application) Quarterly monitoring Total Sodium BASIS: Potential pollutant from drainage area(based on monitoring data submitted with renewal application) Quarterly monitoring Total Zinc BASIS: Potential pollutant from drainage area Quarterly monitoring Total Hardness BASIS: Monitoring for hardness dependent metals present Stormwater Benchmarks and Tiered Response: Rather than limits,North Carolina NPDES Stormwater permits contain benchmark concentrations. Stormwater benchmarks are numerical action levels for stormwater monitoring. Benchmarks are not effluent limits, and benchmark exceedances are not permit violations. Benchmarks provide facilities a tool for assessing the significance of pollutants in stormwater discharges and the effectiveness of best management practices (BMPs). Benchmark concentrations are intended as guidelines for the facility's development and implementation of the Stormwater Pollution Prevention Plan (SWPPP). Page 5 of 9 Benchmark exceedances require the permittee to increase monitoring, increase management actions, increase record keeping, and/or install stormwater BMPs in a tiered program. The permit establishes a tiered approach to specify actions the permittee must take in response to analytical results above benchmark concentrations. The tiered structure of the permit provides the permittee and DEMLR wide flexibility to address issues that may arise with one or more parameters and/or outfalls. Metals benchmarks are calculated to mimic acute water quality standards and with the guidance of DWR. NC DWR follows established federal procedures for calculating acute standards when developing the benchmarks. Just like the acute standards, metals benchmarks normally reflect one half of the calculated Final Acute Value (the "1/2 FAV"). In most cases, translation into total recoverable values is based on an assumed hardness of 25 mg/L and a total suspended solids (TSS) concentration of 10 mg/L. Acute standards protect aquatic life from negative impacts of short-term exposure to higher levels of chemicals where the discharge enters a waterbody. The Stormwater Permitting Program applies this approach because of the ephemeral nature of rainfall events. The Division may evaluate results to determine if a smaller suite of parameters for some outfalls is adequate to characterize potential pollution or BMP effectiveness. For example, one or more metals or other parameters may serve as an adequate tracer for the presence of ash pollution during disturbance or ash removal in specific drainage areas at this site. For parameters that do not have a stormwater benchmark, the Division may develop a benchmark value if appropriate toxicity data become available or if rising trends in concentrations suggest a persistent source. A summary of the benchmarks in the draft permit, and their basis, is below: Parameter Benchmark Basis Total Suspended 100 mg/L National Urban Runoff Program(NURP) Study, 1983 Solids TSS H 6 s.u. —9 s.u. NC Water Quality Standard(Range) Non-Polar Oil & Review of other state's daily maximum benchmark Grease 15 mg/L concentration for this more targeted O&G;NC WQS that EPA Method 1664 does not allow oil sheen in waters (SGT-HEM BOD 30 mg/L BPJ; Based on Secondary Treatment Regulation(40 CFR 133.03 COD 120 mg/L BPJ; Generally found at levels 4x BOD5 in domestic wastewaters Fecal Coliform 1000 col/100 Based on geometric mean of 10+ samples/year mL Total Nitrogen 30 mg/L TKN+Nitrate+Nitrite Benchmarks (Expressed in mg/L of N Aluminum Total 750 µg/L 1/2 FAV Arsenic Total 340 /L 1/2 FAV Chloride 860 mg/L EPA's National Recommended Water Quality Criteria Copper Total 10 /L Acute Aquatic Criterion, 1/2 FAV Magnesium 32 mg/L 1/2 FAV Total Sodium Total 865 mg/L 1/2 FAV Zinc Total 126 /L Acute Aquatic Criterion, 1/2 FAV Page 6 of 9 Stormwater Pollution Prevention Plan: The proposed permit conditions reflect the EPA and NC's pollution prevention approach to stormwater permitting. The Division's maintains that implementation of Best Management Practices (BMPs) and traditional stormwater management practices that control the source of pollutants meets the definition of Best Available Technology (BAT) and Best Conventional Pollutant Control Technology(BCT). The permit conditions are not numeric effluent limitations but are designed to be flexible requirements for implementing site-specific plans to minimize and control pollutants in stormwater discharges associated with the industrial activity. Title 40 Code of Federal Regulations (CFR) §122.44(k)(2) authorizes the use of BMPs in lieu of numeric effluent limitations in NPDES permits when the agency finds numeric effluent limitations to be infeasible. The agency may also impose BMP requirements which are "reasonably necessary" to carry out the purposes of the Act under the authority of 40 CFR 122.44(k)(3). The conditions proposed in this draft permit are included under the authority of both of these regulatory provisions. In essence, the pollution prevention and BMP requirements operate as limitations on effluent discharges that reflect the application of BAT/BCT. Flexibility in Tier Responses: Tier Two actions provide an opportunity for the permittee to propose an alternative monitoring plan for approval by the Region: • Alternatively, in lieu of steps 2 and 3, the permittee may, after two consecutive exceedances, exercise the option of contacting the DEMLR Regional Engineer as provided below in Tier Three. The Regional Engineer may direct the response actions on the part of the permittee as provided in Tier Three, including reduced or additional sampling parameters or frequency. • If pursuing the alternative above after two consecutive exceedances, the permittee may propose an alternative monitoring plan for approval by the Regional Engineer. The permit therefore allows the permittee to petition the Regional Office for monitoring changes sooner than Tier Three (upon any four benchmark exceedances) and gives guidance on one option to take. For example, the permittee may request that mercury only be monitored semi-annually under the tiers, or that only parameters over the benchmark be monitored more frequently. In this way, changes to the monitoring scheme for any outfall could be handled outside of a permit modification. Other Proposed Requirements: • It is standard for Stormwater Pollution Prevention Plan(SWPPP)requirements to include an annual certification that stormwater outfalls have been evaluated for the presence of non- stormwater discharges, and if any are identified, how those discharges are permitted or otherwise authorized. • Requirement to submit a request for permit modification if the facility identifies or creates any new outfalls, removes outfalls, or alters any drainage area that changes potential pollutants. • The Division expects the permittee to apply best professional judgment and consider the safety of its personnel in fulfilling sampling obligations under the permit. • Federal regulations require electronic submittal of all discharge monitoring reports (DMRs). If a state does not establish a system to receive such submittals, then permittees must submit DMRs electronically to the EPA. • Quarterly QualitativeNisual Monitoring to assure regular observation of outfalls throughout year. Page 7 of 9 Section 4. Changes from previous permit to draft: • Regulatory citations have been added • Monitoring increased from semi-annually to quarterly for all parameters (qualitative and quantitative) • "No discharge" clarifications made • eDMR requirement added • Feasibility study and online SWPPP certification requirements have been removed per updated Stormwater Program requirements • Outfall specific monitoring implemented • Boilerplate language moved into body of the permit; boilerplate no longer attached • Benchmarks updated for parameters per guidance from DWR Standards group on stormwater benchmarks • Monitoring for total hardness added for all outfalls as monitoring for hardness dependent metals is required • Total recoverable copper and total recoverable zinc updated to Total Copper and Total Zinc o Now subject to Tiered Response with benchmark exceedances • Owner name updated on cover sheet • Monitoring added for fecal coliform, BOD, aluminum, chloride, sodium, total nitrogen(for nitrate+nitrite), arsenic, and magnesium as information submitted with permit renewal application indicate these pollutants are onsite therefore there is a potential to be discharged o Monitoring for arsenic added as products produced contain arsenic; removed from previous permit as values below benchmark • Monitoring for total hardness added as monitoring for hardness dependent metals are required • BMP condition(Part K)has been updated Section 5. Changes from draft to final: • Part B-7 missing text added per draft permit comments • Part I-1 reference corrected per draft permit comments • Part B-13 missing text added per draft permit comments Section 6. Discussions with the Facility and Regional Office: • Initial contact with facility: 11/1/2022 • Initial contact with Regional Office: 11/1/2022 • Draft sent to CO peer review: 11/15/2023 • Draft sent to Regional Office: 12/15/2023 • Final permit sent for supervisor signature: N/A Section 7. Comments received on draft permit: • Jonna Stein (Venator Chemicals, LLC; via email 1/15/2024): o Part B-7. Facility Inspections (page 8 of 39). The last sentence on this page just ends. It looks as if there is missing text, please kindly confirm. Page 8 of 9 ■ DEMLR response: The missing text has been corrected. o Part I-1. Compliance Schedule (a) Facilities applying for permit renewal (page 30 of 39). I believe the reference should be to B-8. Secondary Containment Plan not B-9. Spill Prevention and Response Procedures. Please kindly confirm. ■ DEMLR response: The text has been corrected to reference Section B-8. o Is there still an annual report and if so, is it electronic or paper format for submission? In the existing permit in section Part III "Standard Conditions for NPDES Stormwater Individual Permits", Section E Reporting Requirements, Item 1 Discharge Monitoring Reports paragraph 2 (page 8 of 10), it states that: "The permittee shall submit an Annual Summary Data Monitoring Report to the appropriate DWQ Regional Office by March 1 of each year. The submittal shall be on forms supplied by the Division." In the draft permit I did not find any requirement for annual reporting but wanted to check before discontinuing the practice. Please kindly confirm. ■ DEMLR response: The annual report is still required, however, it does not need to be submitted to the Division. Please see the updated Part B-13.e. of the permit. o We discussed applying for relief from benchmarks, can you send me to the appropriate NCAC regs that discuss this. ■ DEMLR response: Tier relief is discussed in Section D-2 footnote 1 and Section D-6.£ of the permit. Page 9 of 9 salisbtu•Y `Post Publisher's Affidavit Of Publication ublication STATE OF NORTH CAROLINA Nu.1757742 ROWAN COUNTY NORTH CAROLINA ENVIRONMEN- TAL MANAGEMENT COMMISSION INTENT TO ISSUE Before the undersigned, a Notary Public of said county and NPDES STORMWATER DISCHARGE state, duly commissioned, qualified, and authorized by law PERMITS to administer oaths, personally appeared JOHN CARR,who The North Carolina Environmen- being first duly sworn, deposes and says that he is PUB- tal Management Commission proto issue NPIDES LISHER of the SALISBURY POST,published, Issued and en- wateor discharge permit(s) tostorm- the tered as second class mail in the city of Salisbury, in Rowan person(s) listed below. Public County, North Carolina, that he is authorized to make this comment or objection to the draft permits is invited. Written com- affidavit and sworn statement,that the notice or other legal ments regarding the proposed advertisement, a true copy of which was attached hereto permit will be accepted until 30 days after the publish date of this was published in the SALISBURY POST, on the following notice and considered in the final dates: determination regarding permit issuance and permit provisions. The Director of the NC Division 12/21/23 of Energy, Mineral, and Land Resources (DEMLR) may hold a public hearing should there be a significant degree of public inter- est. Please mail comments and/ and that the said newspaper in which such notice, paper or information requests to DEMLR document or legal advertisement was published at the time at 1612 Mail Service Center, Ra- of each and every such publication, a newspaper meeting leigh,NC 27699-1612. all the requirements and qualifications of Section 1-597 of 0 Venator Chemicals, LLC [PO the General Statutes of North Carolina, and was a qualified Box 1330, Harrisburg, NC 28075- renewal of newspaper within the meaning of Section 1-597 of the Gen- permit NCS000057eo the Venator eral Statutes of North Carolina, Chemicals, LLC facility in Cabar- rus County.This facility discharg- es to an unnamed tributary to the Rocky River in the Yadkin Pee- At a cost of $124.90 Dee River Basin. Account#: 311828 Interested persons may visit DEM- Tagline: SP-Venator Chemicals LR at 512 N.Salisbury Street,Ra- leigh,NC 27604 to review informa- tion on file.Additional information on NPDES permits and this notice may be found on our website: https://deq.nc.gov/about/divi- si ons/energy-mine ral-an d-land-re- sources/stormwater/stormwater- (signature of person makin affidavit rogram/stormwater-public-notices, g ) or by contacting Brianna Young at brianna.young@deq.nc.gov or 919-707-3647. Sworn and subscribed before me on 12/21/23. Publish 12/21/23 Notary Public My commi,ss od Mkes�5/02/2026 < � �. Young, Brianna A From: Jonna Stein <jonna_stein@venatorcorp.com> Sent: Monday,January 15, 2024 8:04 AM To: Young, Brianna A Cc: Kevin Robinson; Gerri Bowman; Kelly Bailey; Ruth Wintersgill; Gary Conroy;Justin Phillipson Subject: [External] Comments on Draft NPDES Stormwater Permit NCS000057 Attachments: 0535_001.pdf CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Brianna, Thanks for taking time to review the permit and answer questions regarding the draft permit last week. As we discussed please find attached a few minor comments on the permit. Also just for informational purposes, we discussed applying for relief from benchmarks, can you send me to the appropriate NCAC regs that discuss this. Thanks again for the assistance and we look forward to our final permit. Best regards, Jonna Stein EHS Manager Venator Chemicals LLC 5910 Pharr Mill Road PO Box 1330 Harrisburg, NC 28075 From:Young, Brianna A<Brianna.Young@deq.nc.gov> Sent: Friday, December 15, 2023 10:16 AM To:Tim Smart<tim_smart@venatorcorp.com> Cc:Jonna Stein <jonna_stein@venatorcorp.com> Subject: Draft NPDES Stormwater Permit NCS000057 caution[EXTERNAL E-MAIL]: Please exercise opening links and Good morning, Please find attached a copy of the draft NPDES stormwater permit for Venator Chemical, LLC (NCS000057).A hard copy of this draft permit will be placed in the mail to Timothy Smart. Please provide any comments on this draft permit by January 22, 2024. Thank you, Brianna Young, MS(she/her) Industrial Individual Permits Coordinator i Stormwater Permitting Program NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Young@deg.nc.sov(e-mail preferred)PLEASE NOTE NEW EMAIL ADDRESS 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. The Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. Email 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. 2 VENATOR January 11, 2024 NC DEMLR Stormwater Permit Program Attention: Brianna Young 1612 Mail Service Center Raleigh, NC 27699-1612 Subject: Comments on Draft Stormwater Permit NCS000057 Dear Ms. Young As we discussed on our call this afternoon, please find below the following minor comments on the draft permit. Comment 1 Part B-7. Facility Inspections (page 8 of 39). The last sentence on this page just ends. It looks as if there is missing text, please kindly confirm. Comment 2 Part I-1.Compliance Schedule (a) Facilities applying for permit renewal (page 30 of 39). 1 believe the reference should be to B-8. Secondary Containment Plan not B-9. Spill Prevention and Response Procedures. Please kindly confirm. Comment 3 Is there still an annual report and if so, is it electronic or paper format for submission? In the existing permit in section Part III "Standard Conditions for NPDES Stormwater Individual Permits", Section E Reporting Requirements, Item 1 Discharge Monitoring Reports paragraph 2 (page 8 of 10), it states that: "The permitee shall submit an Annual Summary Data Monitoring Report to the appropriate DWQ Regional Office by March 1 of each year. The submittal shall be on forms supplied by the Division." In the draft permit I did not find any requirement for annual reporting but wanted to check before discontinuing the practice. Please kindly confirm. Thank you for the opportunity to comment on the draft permit and for your time this afternoon. Please contact me at 704-455-4171 or jonna stein cDvenatorcorp.com if you need additional information. Sincer Jonna Stein Environmental Health and Safety Manager 5910 Pharr Mill Road, Harrisburg, NC 28075, USA Tel:704-455-5182 Fax:704-454-7390 info@venatorcorp.com www.venatorcorp.com Young, Brianna A From: Young, Brianna A Sent: Thursday,January 26, 2023 4:05 PM To: Eplin,Jerry W Cc: Leonard, Shannon; Gigante, Matthew J; Khan, Zahid Subject: RE: NCS000057 BMP question Thanks,Jerry. I have made the change. Brianna Young, MS(she/her/hers) Industrial Individual Permits Coordinator Stormwater Permitting Program NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Young@ncdenr.gov(e-mail preferred) 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public during this challenging time. From: Eplin,Jerry W<jerry.eplin@ncdenr.gov> Sent:Thursday,January 26, 2023 3:56 PM To:Young, Brianna A<Brianna.Young@ncdenr.gov> Cc: Leonard, Shannon <shannon.leonard@ncdenr.gov>; Gigante, Matthew J <matthew.gigante@ncdenr.gov>; Khan, Zahid <zahid.khan@ncdenr.gov> Subject: RE: NCS000057 BMP question I guess we need to modify slightly, due to removing the monitoring plan section. Number 4 probably needs to be modified as you see below. PART E. MANDATORY BEST MANAGEMENT PRACTICES (BMPs) The Permittee shall implement the following BMPs at this facility and shall include these BMPs in the facility's SPPP: 1. The Permittee shall ensure entryways and loading/unloading areas near manufacturing areas where copper exposure could occur are cleaned-up after use, and that cleaning procedures are conspicuously posted within the affected work areas. Any spills of material shall be cleaned-up by the end of the work shift, or before if rainfall is expected prior to the end of the work shift. 2. The Permittee shall perform routine evaluations of BMPs intended to reduce copper and zinc exposure and shall identify practices or areas in need of improvement. 3. The Permittee shall implement BMPs to reduce copper and zinc exposure,including but not limited to: storing empty drums/totes/bales under cover and requiring clean-up resulting from handling and storing of the powdered, liquid, and scrap copper and zinc materials. For BMPs that have already been implemented,the Permittee shall ensure those practices are maintained as long as they effectively reduce copper and zinc exposure. 4. For areas the Permittee has determined to be primary contributions to copper and/or zinc in runoff from this facility,the Permittee shall continue to assess BMPs intended to reduce copper and zinc release and exposure from industrial activities,reduce other sources of copper and zinc contamination,and/or capture and treat the runoff with engineered controls. 5. Within 1 year from the effective date of this permit,provide NCDEQ DEMLR a report documenting the history of benchmark exceedances for this location,the current status of BMP exceedances, a listing of the BMPs implemented to address the exceedances, and a discussion of potential BMPs that have been evaluated but not implemented. From: Young, Brianna A<Brianna.Young@ncdenr.gov> Sent:Thursday,January 26, 2023 2:29 PM To: Eplin,Jerry W<ierry.eplin@ncdenr.gov> Cc: Leonard, Shannon<shannon.leonard@ncdenr.gov>; Gigante, Matthew J <matthew.gigante@ncdenr.gov>; Khan, Zahid <zahid.khan@ncdenr.gov> Subject: RE: NCS000057 BMP question Thanks, all. Below is the updated permit condition. Please confirm this looks good. PART E. MANDATORY BEST MANAGEMENT PRACTICES (BMPs) The Permittee shall implement the following BMPs at this facility and shall include these BMPs in the facility's SPPP: 1. The Permittee shall ensure entryways and loading/unloading areas near manufacturing areas where copper exposure could occur are cleaned-up after use,and that cleaning procedures are conspicuously posted within the affected work areas. Any spills of material shall be cleaned-up by the end of the work shift, or before if rainfall is expected prior to the end of the work shift. 2. The Permittee shall perform routine evaluations of BMPs intended to reduce copper and zinc exposure and shall identify practices or areas in need of improvement. 3. The Permittee shall implement BMPs to reduce copper and zinc exposure,including but not limited to: storing empty drums/totes/bales under cover and requiring clean-up resulting from handling and storing of the powdered, liquid, and scrap copper and zinc materials. For BMPs that have already been implemented,the Permittee shall ensure those practices are maintained as long as they effectively reduce copper and zinc exposure. 4. For areas the Permittee has determined to be primary contributions to copper and/or zinc in runoff from this facility,either through the above Monitoring Plan or by other means,the Permittee shall assess BMPs intended to reduce copper and zinc release and exposure from industrial activities,reduce other sources of copper and zinc contamination, and/or capture and treat the runoff with engineered controls. The BMPs assessment and recommendations may focus on copper and zinc sources attributable to industrial activities and materials,but the report should list any other influences that are suspected to, or were determined to, contribute significant amounts of copper and zinc to the stormwater discharge. 5. Within 1 year from the effective date of this permit,provide NCDEQ DEMLR a report documenting the history of benchmark exceedances for this location,the current status of BMP exceedances, a listing of the BMPs 2 implemented to address the exceedances, and a discussion of potential BMPs that have been evaluated but not implemented. Brianna Young, MS(she/her/hers) Industrial Individual Permits Coordinator Stormwater Permitting Program NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Young@ncdenr.gov(e-mail preferred) 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public during this challenging time. From: Eplin,Jerry W<lerry.eplin@ncdenr.gov> Sent:Thursday,January 26, 2023 2:12 PM To:Young, Brianna A<Brianna.Young@ncdenr.gov> Cc: Leonard, Shannon <shannon.leonard@ncdenr.gov>; Gigante, Matthew J <matthew.gigante@ncdenr.gov>; Khan, Zahid <zahid.khan@ncdenr.gov> Subject: FW: NCS000057 BMP question Brianna: We agree with your assessment that most of the provisions of Section E are still needed for this facility. Our recommendation is: • Leave#1 unchanged. • Change#2 to say, "The Permittee shall perform routine evaluations of BMPs intended to reduce copper and zinc exposure and shall identify practices or areas in need of improvement." • Leave#3 unchanged. • Delete#4. • Change the number for#5 to "#4" and then delete the line about "establishing a schedule", as you proposed. • Add a new#5 as follows: "Within 1 year from the effective date of this permit, provide NCDEQ DEMLR a report documenting the history of benchmark exceedances for this location,the current status of BMP exceedances, a listing of the BMPs implemented to address the exceedances, and a discussion of potential BMPs that have been evaluated but not implemented." Brianna: The new#5 described above is needed because although the facility has done some additional monitoring and identified some potential sources,they are still having results above the benchmarks. This new#5 will challenge them to tabulate their data, document what's been done, and think about other things they could be doing... Please let me know if you have questions or comments. 3 From:Young, Brianna A<Brianna.Young@ncdenr.gov> Sent:Wednesday,January 25, 2023 4:04 PM To: Khan, Zahid <za hid.khan@ncdenr.gov> Cc: Leonard, Shannon <shannon.leonard@ncdenr.gov>; Gigante, Matthew J <matthew.gigante@ncdenr.gov> Subject: NCS000057 BMP question Good afternoon, I am working on the renewal application for the Venator Chemicals stormwater permit NCS000057.The previous permit had a BMP section requiring them to do some investigation and BMP implementation (see below). Do you all feel they need to maintain this condition, or parts of this condition? Based on their monitoring data, I recommend we keep#1,#2, #3, and most of#5 (excluding the line "The Permittee shall establish a schedule...". Do you have any thoughts on this? SEC-riUiv K: MANDA-l'URY BES-I' MAruAUEMEN'i' PRAC'FICIEs (HMPS) The Peri-nittee shall implement the following BMPs at this facility and shall include these 13MPs in the facility's SPPP: 1, The Permittee shall ensure entryways and loading/unloading areas gear rna n u factu ri ng areas where upper exposure could occur are cleaned-up after use, and that cleaning procedures are conspicuously posted within the affected work areas. Any Spills of material shall be Cleaned-up by the end of the work shift, or before if rainfall is expected prior to the end of the work shift. . The Permittee shall ensure routine evaluations by employee task groups of BMPs intended to reduce copper and zinc exposure and shall identify practices orareas in need ofimprovement. 4 . The Permittee shall implement B M Ps to red ate copper and zinc exposure, including but r at limited to: storing empty€lrums/totes/bales under cover and requiring clean-up resulting From handling and storing of the powdered, liquid, and scrap capper and zinc materials. For BM Ps that have already been implemented, the Permtttee shall ensure those practices are maintained as long as they effectively reduce copper and zinc exposure. 4. The Permittee shall devise a Monitoring Plan for sampling runoff From segregated areas [fnr exarnple, the roof drains and loading unloading areas) to determine where the primary contributions of capper and zinc to stormwa ter occur at the site. The permittee may also include performing upstream and downs trea m monitoring during rain events of the receiving stream to help identify to what extent the facility may he contributing to the stream's impairment For copper. This Monitoring Plan shall be submitted to DWQ for review and approval within four months of the effective date of this permit [bye September 1, 20121. The Monitoring Flan should require sampling (grab samples) be conducted during measurable storm events. In addition to other parameters the Permittee deems useful, the Permittee shall analyze copper and zinc concentration and estimate flaw volume for each sampled event If averages will be used, the plan should include criteria about hove+ many samples are required, If the Permittee will evaluate the proportion of contribution to the total mass of copper and zinc in runoff From the entire Site, measurements should be taken concurrently at stormwater discharge outfalls. Revisions to the Monitoring Plan shall not require a revision to the Stormwater Permit.Any revision of the Monitoring flan after the initial review and approval of DWQ shall be accomplished by mutual agreement between DQ and the Permittee. 5. For areas the Fermittee has determined to be primary►contributions to copper and/or zinc in runoff From this facility, either through the above Monlitoring Plan or by other means, the Permittee shall assess BM Ps Intended to reduce capper and zinc release and exposure From industrial activities, reduce other sources of copper and zinc contamination,and/or capture and treat the runoff with engineered controls. The Permittee shall estab]Jsh a schedule to implement selected BMPs and shall submit a status report to DWQ outlining progress two and a half years following the effective date of this permit[by November 30, 014]. The BM Ps assessment and recommendations may Focus on copper and zinc sources attributable to industrial activities and materials, but the report should list any other influences that are suspected to, or were determined to, contribute significant amounts of copper and zinc to the storrnater discharge. Brianna Young, MS(she/her/hers) Industrial Individual Permits Coordinator Stormwater Permitting Program NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR) Brlanna.Young@ncdenr.gov(e-mail preferred) 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 5 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 D E NORTH CAROLINA - Department of Environmental Quality Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public during this challenging time. 6 Young, Brianna A From: Jonna Stein <jonna_stein@venatorcorp.com> Sent: Wednesday,January 25, 2023 3:22 PM To: Young, Brianna A Subject: RE: [External] Venator Chemicals SW Permit Renewal CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Brianna, your assessment is accurate. Q From:Young, Brianna A<Brianna.Young@ncdenr.gov> Sent: Wednesday,January 25, 2023 2:58 PM To:Jonna Stein <jonna_stein@venatorcorp.com> Cc: Kevin Robinson <kevin_robinson@venatorcorp.com>; Gerri Bowman <gerri_bowman@venatorcorp.com>; Ruth Wintersgill <ruth_wintersgill@venatorcorp.com> Subject: RE: [External] Venator Chemicals SW Permit Renewal caution[EXTERNAL E-MAIL]: Please exercise opening links and Good afternoon Jonna, I am reviewing the information you provided a few weeks ago and had one follow-up question. Could you please clearly identify what industrial activities take place in each drainage area?What I could determine based on the maps provided is below: Outfall SWO01: Drainage area consists of truck scales,facility buildings, above ground storage tanks, lined lagoon, loading docks/areas, and parking lots. Outfall SWO02: Drainage area consists of truck scales,firewater tank, facility buildings, and above ground storage tanks. Thank you, Brianna Young, MS(she/her/hers) Industrial Individual Permits Coordinator Stormwater Permitting Program NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Young@ncdenr.gov(e-mail preferred) 919-707-3647(office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public during this challenging time. 1 From:Young, Brianna A Sent:Thursday,January 5, 2023 1:48 PM To:Jonna Stein <jonna stein@venatorcorp.com> Cc: Kevin Robinson <kevin robinson@venatorcorp.com>; Gerri Bowman <gerri bowman@venatorcorp.com>; Ruth Wintersgill <ruth wntersgill@venatorcorp.com> Subject: RE: [External] Venator Chemicals SW Permit Renewal Happy New Year to you as well! Thank you for sending this information. I will reach out with any questions once I have had a chance to review everything. Brianna Young, MS(she/her/hers) Industrial Individual Permits Coordinator Stormwater Permitting Program NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Young@ncdenr.gov(e-mail preferred) 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public during this challenging time. From:Jonna Stein <jonna stein@venatorcorp.com> Sent:Thursday,January 5, 2023 1:28 PM To:Young, Brianna A<Brianna.Young@ncdenr.gov> Cc: Kevin Robinson <kevin robinson@venatorcorp.com>; Gerri Bowman <gerri bowman@venatorcorp.com>; Ruth Wintersgill <ruth wntersgill@venatorcorp.com> Subject: RE: [External] Venator Chemicals SW Permit Renewal CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Happy New Year Brianna! I have finally completed the requested information for your November 1, 2022 request. I will be sending the information in two separate emails due to size. I will also be sending a hard copy package your way. Please let me know if you have any questions or need additional information Thank you Jonna Stein 70-455-4171 EHS Manager Venator Chemicals LLC 2 5910 Pharr Mill Road PO Box 1330 Harrisburg, NC 28075 From: Young, Brianna A<Brianna.Young@ncdenr.gov> Sent:Tuesday, November 1, 2022 8:44 AM To:Jonna Stein <jonna stein@venatorcorp.com> Subject: RE: [External] Venator Chemicals SW Permit Renewal [EXTERNAL E-MAIL]: Please exercise caution in opening links and attachments. Good morning Jonna, Thank you for reaching out. Please see below for more information. The Division of Energy, Mineral, and Land Resources (DEMLR) Stormwater Permitting Program acknowledges receipt of your renewal application for coverage under NPDES Permit Number NCS000057 on November 10, 2016. Please continue to comply with all conditions and monitoring requirements in your expired NPDES stormwater permit. As long as you have submitted a complete renewal request package and maintain compliance with those permit conditions, stormwater discharges from this facility are authorized by that permit until the Division issues a renewal permit or notifies you of an alternative action. I am working on renewing the individual stormwater permit for Venator Chemicals, LLC (NCS000057). I need additional information in order to 1) confirm that the information I have is correct and 2)make sure the permit adequately serves the needs of the facility. Please provide the following: • Permit application. Only some of the required supplemental information was provided with the original renewal request in 2016. The application forms and additional information required for renewal request can be found on our website here; • Description of industrial activity occurring onsite; • Confirmation on the number of outfalls and associated coordinates; • Description of industrial activity in each drainage area; • SIC (NAICS) code; • An electronic spreadsheet summarizing all of the monitoring data(analytical and visual) that has been collected since the effective date of the current permit; • Verification that the information in the renewal application is still complete and correct; and • An explanation of any operational changes since the renewal application was submitted. Enter your stormwater permit number into the Stormwater Permit Summary Report and you will see a form that includes the address of the facility, contact information for the permit, and the regulated stormwater outfall(s) for the facility. Please review the facility information to make sure it is correct. Information can be updated using the links provided below, where applicable: • Facility/Company name or ownership: Name/Ownership Change Form • Owner Affiliation (Legally responsible person; i.e., someone with the company who is designated to represent the company per signatory requirements or another authorized representative): Permit Contact Update Request Form • Delegation of Signature Authority (DOSA): Permit Contact Update Request Form 3 • Billing contact: Permit Contact Update Request Form • Permit contact: Permit Contact Update Request Form • Facility contact: Permit Contact Update Request Form • Facility address only: Email Bethany og ulias • Stormwater outfall information: Email Bethany Geor_og ulias • Visit the eDMR Six Steps website and complete Steps 1 and 2. • Pay outstanding permit fees: Stormwater ePayment website Once I have the above listed information, I can continue my review. You will receive a draft permit for a 30-day comment period. During this time we will be able to address any comments or concerns you have. During the same 30-day period, the draft will be sent to a Regional Office staff member for review as well as out to public notice. Once all comments and concerns are addressed, you may be issued a final permit. Please contact me if you have any questions. Thank you, Brianna Young, MS(she/her/hers) Industrial Individual Permits Coordinator Stormwater Permitting Program NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Young@ncdenr.sov(e-mail preferred) 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public during this challenging time. From:Jonna Stein <jonna stein @venatorcorp.com> Sent: Monday, October 31, 2022 4:38 PM To:Young, Brianna A<Brianna.Young@ncdenr.Rov> Subject: [External] Venator Chemicals SW Permit Renewal CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Hey Brianna, I am the correct contact for this permit renewal. I am in meetings most of this week but will try to give you a call during a break. My office number is 704-455-4171 or you can send me an email with you questions whichever your prefer. Good to hear from you! Thanks, 4 Jonna Stein EHS Manager Venator Chemicals LLC 5910 Pharr Mill Road PO Box 1330 Harrisburg, NC 28075 5 Young, Brianna A From: Jonna Stein <jonna_stein@venatorcorp.com> Sent: Thursday,January 5, 2023 1:28 PM To: Young, Brianna A Cc: Kevin Robinson; Gerri Bowman; Ruth Wintersgill Subject: RE: [External] Venator Chemicals SW Permit Renewal Attachments: Venator NCS000057 Certifications.pdf,Venator NCS000057 Historical Results.pdf; Venator Attachments NCS000057.pdf;Venator Form 1 &2F.pdf CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Happy New Year Brianna! I have finally completed the requested information for your November 1, 2022 request. I will be sending the information in two separate emails due to size. I will also be sending a hard copy package your way. Please let me know if you have any questions or need additional information Thank you Jonna Stein 70-455-4171 EHS Manager Venator Chemicals LLC 5910 Pharr Mill Road PO Box 1330 Harrisburg, NC 28075 From:Young, Brianna A<Brianna.Young@ncdenr.gov> Sent:Tuesday, November 1, 2022 8:44 AM To:Jonna Stein <jonna_stein@venatorcorp.com> Subject: RE: [External] Venator Chemicals SW Permit Renewal caution[EXTERNAL E-MAIL]: Please exercise opening links and Good morning Jonna, Thank you for reaching out. Please see below for more information. The Division of Energy, Mineral, and Land Resources (DEMLR) Stormwater Permitting Program acknowledges receipt of your renewal application for coverage under NPDES Permit Number NCS000057 on November 10, 2016. Please continue to comply with all conditions and monitoring requirements in your expired NPDES stormwater permit. As long as you have submitted a complete renewal request package and maintain compliance with those permit conditions, stormwater discharges from this facility are authorized by that permit until the Division issues a renewal permit or notifies you of an alternative action. 1 I am working on renewing the individual stormwater permit for Venator Chemicals, LLC (NCS000057). I need additional information in order to 1) confirm that the information I have is correct and 2) make sure the permit adequately serves the needs of the facility. Please provide the following: • Permit application. Only some of the required supplemental information was provided with the original renewal request in 2016. The application forms and additional information required for renewal request can be found on our website here; • Description of industrial activity occurring onsite; • Confirmation on the number of outfalls and associated coordinates; • Description of industrial activity in each drainage area; • SIC (NAICS) code; • An electronic spreadsheet summarizing all of the monitoring data(analytical and visual) that has been collected since the effective date of the current permit; • Verification that the information in the renewal application is still complete and correct; and • An explanation of any operational changes since the renewal application was submitted. Enter your stormwater permit number into the Stormwater Permit Summary Report and you will see a form that includes the address of the facility, contact information for the permit, and the regulated stormwater outfall(s) for the facility. Please review the facility information to make sure it is correct. Information can be updated using the links provided below, where applicable: • Facility/Company name or ownership: Name/Ownership Change Form • Owner Affiliation(Legally responsible person; i.e., someone with the company who is designated to represent the company per signatory requirements or another authorized representative): Permit Contact Update Request Form • Delegation of Signature Authority (DOSA): Permit Contact Update Request Form • Billing contact: Permit Contact Update Request Form • Permit contact: Permit Contact Update Request Form • Facility contact: Permit Contact Update Request Form • Facility address only: Email Bethany og ulias • Stormwater outfall information: Email Bethany Geor og ulias • Visit the eDMR Six Steps website and complete Steps 1 and 2. • Pay outstanding permit fees: Stormwater ePUment website Once I have the above listed information, I can continue my review. You will receive a draft permit for a 30-day comment period. During this time we will be able to address any comments or concerns you have. During the same 30-day period, the draft will be sent to a Regional Office staff member for review as well as out to public notice. Once all comments and concerns are addressed, you may be issued a final permit. Please contact me if you have any questions. Thank you, Brianna Young, MS (she/her/hers) Industrial Individual Permits Coordinator Stormwater Permitting Program NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR) Brianna.Young@ncdenr.gov(e-mail preferred) 2 919-707-3647 (office) Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612 Physical address: 512 North Salisbury Street, Raleigh, NC 27604 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public during this challenging time. From:Jonna Stein donna stein@venatorcorp.com> Sent: Monday, October 31, 2022 4:38 PM To:Young, Brianna A<Brianna.Young@ncdenr.gov> Subject: [External] Venator Chemicals SW Permit Renewal CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Hey Brianna, I am the correct contact for this permit renewal. I am in meetings most of this week but will try to give you a call during a break. My office number is 704-455-4171 or you can send me an email with you questions whichever your prefer. Good to hear from you! Thanks, Jonna Stein EHS Manager Venator Chemicals LLC 5910 Pharr Mill Road PO Box 1330 Harrisburg, NC 28075 3 VENATOR JAN 18 2023 January 5, 2023 am North Carolina Department Environmental Quality Division of Energy, Mineral and Land Resources(DEMLR) 1612 Mail Service Center Raleigh, NC 27699-1612 Attn: Ms. Brianna Young919-707-3647 Brianna.Young@ncdenr.gov Via Email RE: Additional Information for Stormwater Permit Renewal Application for NCS000057 for Venator Chemicals LLC Dear Ms. Young: Pursuant to your email dated Nov 1, 2022, requesting additional information for the stormwater permit renewal application originally submitted in October of 2016, please find attached the following information. • EPA Form 1f • EPA form 2f Attachment 4.2 Significant Materials • Supplemental Information for Item 4(BMPs and Significant Changes in Industrial Activity) • Form 2f Table A • Form 2F Table C • Form 2F Table D • Summary of Visual SW Monitoring results for 2016-2022 • Summary of Historical Analytical results for 2016-2022 • Supplemental Information Certification • Stormwater Pollution Prevention Plan Development and Implementation Plan Certification • Drawing G-0-TOPO-00-5 for Form 2f Item 1.3 • Drawing G-0-TOPO-00-6 for Form 2f Item 4.1 • Drawings G-0-DRN-00-1 and-2 as well as G-0-HSWA-00-1 to comply with item 1 on requested supplemental information. I also made the requested online changes for permit contacts, signatory authority and EDMR registration. If you have any questions or need additional information, please contact me at(704)455-4171. Sincerely, 17 Jonna Stein Environmental, Safety& Health Manager Jonna_stein@venatorcorrs.com 5910 Pharr Mill Road, Harrisburg, NC 28075, USA Tel: 704-455-5182 Fax: 704-454-7390 info@venatorcorp.com www.venatorcorp.com EPA Identification Number NPDES Permit Number Facility Name Form Approved 03105/19 N CD 048467427 NC5000057 Ve na to r Chemicals LLC 0MEl No.2040-0004 Form U.S, Environmental Protection Agency 1 \-.EPA Application for NPDES Permit to Discharge Wastewater NPDES GENERAL INFORMATION JAN SECTION 1.ACTIVITIES REQUIRING AN •D 1.1 Applicants Not Required to Submit Form 1 4s the facility a new or existing publicly owned Is the facility a new or existing treatment works 1.1,1 treatment works? 1'1'Z treating domestic sewage? If yes, STOP. Do NOT complete 0 No If yes, STOP, Do NOT 0 No Form 1. Complete Form 2A. complete Form 1. Complete Form 2S. 1.2 Applicants Required to Submit Form 1 1.2.1 Is the facility a concentrated animal feeding 1.2.2 Is the facility an existing manufacturing, d operation or a concentrated aquatic animal commercial,mining,or silvicultural facility that is a production facility? currently discharging process wastewater? oYes 4 Complete Form 1 0✓ No Yes 4 Complete Form No a and Form 213. 1 and Farm 2C. z 1.2.3 Is the facility a new manufacturing,commercial, 1.2.4 Is the facility a new or existing manufacturing, rn mining,or silvicultural facility that has not yet commercial,raining,or silvicultural facility that commenced to discharge? discharges only nonprocess wastewater? C [� Yes 4 Complete Form 1 No Yes 4 Complete Form 0 No N and Form 2D. 1 and Form 2E. 1.2.5 Is the facility a new or existing facility whose w discharge is composed entirely of stormwater associated with industrial activity or whose discharge is composed of both stormwater and non-stormwater? �✓ Yes 4 Complete Form 1 No and Form 2F unless exempted by 40 CFR 122.26(b)(14)(x)or b (15). SECTION ADDRESS, t ,i 2.1 Facility Name Venator Chemicals LLC 0 2.2 EPA Identification Number w b 0 NCD 048 467 427 a 2.3 Facility Contact Name(first and last) Title Phone number QJonna Stein Environmental,Health&Safety Mgr (704)455-4171 Email address 15 usha_csiregulatorya€fairs@venatorcorp.com 2.4 Facility Mailing Address z Street or P.Q. box PO Box 1.330 City or town State ZIP code Harrisburg NC 28075 EPA Form 3510-1(revised 3-19) Page 1 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05119 NCD048467427 NC5000057 Venator Chemicals LLC OMB No.2040-0004 d 2.5 Facility Location y Street, route number,or other specific identifier Q o 5910 Pharr Mill Road U o County name County code(if known) Z Cabarrus E a City or town State ZIP code z Harrisburg NC 28075 SECTION •r r 3.1 SIC Code(s) Description(optional) N G/ Q U U U Z 3.2 NAILS Code(s) Description(optional) U 32532 32580 SECTION 4.OPERATOR INFORMATION(40 4.1 Name of Operator Venator Chemicals LLC 0 4.2 Is the name you listed in Item 4.1 also the owner? a U Yes ❑ No c 4.3 -Operator Status Q ❑ Public—federal ❑ Public—state ❑ Other public(specify) 0 0 Private ❑ Other(specify) 4.4 Phone Number of Operator (704)455-5181 = 4.5 Operator Address Street or P.O.Box E d PO Box 1330 `o City or town State ZIP code o v Harrisburg NC 28075 m ti n- Email address of operator O usha_csiregulatoryafFairs@venatorcorp.com SECTIONi 1 a 5.1 Is the facility located on Indian Land? J ❑Yes ❑ No EPA Form 3510-1(revised 3-19) Page 2 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NC5000057 Venator Chemicals LLC OMB No.2040-0004 SECTION -• 1 6.1 Existing Environmental Permits(check all that apply and print or type the corresponding permit number for each) ❑ NPDES(discharges to surface ❑ RCRA(hazardous wastes) ❑ ulC(underground injection of water) fluids) W NCO006351 NCD048467427 a E w Q ❑ PSD(air emissions) ❑ Nonattainment program(CAA) ❑ NESHAPs(CAA) w El Ocean dumping(MPRSA) El Dredge or fill(CWA Section 404) ❑✓ Other(specify) 07488R29(Air Permit) SECTION1 7.1 Have you attached a topographic map containing all required information to this application?(See instructions for Q specific requirements.) C ❑Yes ❑ No ❑ CAFO—Not Applicable(See requirements in Form 2B,) SECTION1 8.1 Describe the nature of your business. Manufacturer of chemicals including pesticides and inorganics which are supplied to wood preserving,agricultural, and industrial companies.Products produced include:ACQ(alkaline copper quat),copper chromated arsenate(CCA), arsenic acid and other copper based pesticides,inorganics include binary salts of aluminum,calcium,magnesium, C° manganese,copper,zinc,lithium and sodium.Inorganics include nitrates,nitrites,chlorides and acetates. 0 is z SECTION ` COOLING 1 9.1 Does your facility use cooling water? tv ✓❑ Yes ❑ No 4 SKIP to Item 10.1. 3 9.2 identify the source of cooling water. (Note that facilities that use a cooling water intake structure as described at U 40 CFR 125,Subparts I and J may have additional application requirements at 40 CFR 122.21(r), Consult with your — �, NPDES permitting authority to determine what specific information needs to be submitted and when.) o -he cp :° City water supplies the site's 5 cooling towers. C SECTION 1 Q 1 1 10.1 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122,21(m)?(Check all that y apply.Consult with your NPDES permitting authority to determine what information needs to be submitted and when.) ❑ Fundamentally different factors(CWA ❑ Water quality related effluent limitations(CWA Section Section 301(n)) 302(b)(2)) ❑ Non-conventional pollutants(CWA ❑ Thermal discharges(CWA Section 316(a)) Section 301(c)and(g)) ❑✓ Not applicable EPA Form 3510-1(revised 3-19) Page 3 EPA Identification Number NPDES Permil Number Facility Name Form Approved 030119 NCDC48467427 NC5000057 Venator Chemicals LLC OMB No.2040-0004 SECTION 11.CHECKLIST 1 I 11.1 In Column 1 below, mark the sections of Form 1 that you have completed and are submitting with your application. For each section, specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that not all applicants are required to provide attachments. Column 1 Column 2 ❑✓ Section 1:Activities Requiring an NPDES Permit ❑ wl attachments ❑✓ Section 2:Name, Mailing Address,and Location ❑ wl attachments Section 3: SIC Codes ❑ w/attachments ✓❑ Section 4: Operator Information ❑ wl attachments ❑ Section 5: Indian Land ❑ wl attachments -, ❑✓ Section 6: Existing Environmental Permits ❑ wl attachments ❑ Section 7: Map ❑✓ wl wl topographic ❑ wl additional attachments cn 0 0 Section 8: Nature of Business ❑ wl attachments ❑✓ Section 9:Cooling Water Intake Structures ❑ wl attachments 1~ U ❑ Section 10:Variance Requests ❑ wl attachments _ N ❑ Section 11:Checklist and Certification Statement ❑ wl attachments s 11.2 Certification Statement I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and compiete, l am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name(print or type first and last name) Official title �u-1, Signature Date signed EPA Form 3510-1(revised 3-19) Page 4 EPA Ideniificaiion Number NPDES Permit Number Facility Name Form Approved 03105/19 NCD049467427 NCS000057 VenatorChemicals LLC OMB No.2040-0004 Form U.S Environmental Protection Agency 2F 180' EPA Application for NPDES Permit to Discharge Wastewater NPDES STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY SECTION 1.OUTFALL LOCATIONI 1.1 Provide information on each of the facilii 's outfalls in the table below Outfall Receiving Water Name Latitude Longitude Number 001 Rocky River 35' 33' 25" N 80° 62' 63" W 0 002 Rocky River 35' 19, 56" N 80, 37' 38" W 0 O o a IMPROVEMENTSSECTION 2. " 1 41 Are you presently required by any federal, state,or local authority to meet an implementation schedule for constructing, upgrading,or operating wastewater treatment equipment or practices or any other environmental programs that could affect the discharges described in this application? ❑ Yes 0 No 4 SKIP to Section 3. 2.2 Briefly identify each applicable project in the table below. Brief Identification and Affected Outfails Source(s)of Discharge Final Compliance Dates Description of Project (list outfall numbers) Required Projected 0 E 0 E 2.3 Have you attached sheets describing any additional water pollution control programs(or other environmental projects that may affect your discharges)that you now have underway or planned?(Optional Item) ❑ Yes ❑ No EPA Form 3510-2F(Revised 3-19) Pagel EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 SECTIONDRAINAGE ,0 v 3.1 Have you attached a site drainage map containing all required information to this application?(See instructions for Cn a specific guidance.) o ® Yes ❑ No SECTIONPOLLUTANT SOURCESI CFR 122.26(c)(1)(i)(13)) 4.1 Provide information on the facility's pollutant sources in the table below. outfall Impervious Surface Area Total Surface Area Drained Number (within a mile radius of the facility) (within a mile radius of the facility) specify units specify units 001 406,192 square feet 1,941,555 square feet specify units specify units 002 7,159 square feet 77,590 square feet specify units specify units specify units specify units specify units specify units specify units specify units 4.2 Provide a narrative description of the facility's significant material in the space below. (See instructions for content (equirements.) Containerized products i.e.totes,drums&bags of finished products&raw materials are stored in warehouses. Tanks have secondary containment structures and when stormwater is collected,it is either pumped to our permitted waste owater treatment system or collected in tanks for reuse back in process.A few containments are pumped to stormwater after a visual inspection and/or analytical testing.Some truck loading/unloading areas are exposed to stormwater but u are managed similar to the tank secondary containments(WWT or collected for reuse).Nonhazardous waste and 0 recycle collection containers are exposed to stormwater.There are a small mount of totes which are stored outside. o- The site also has a tanker parking area which is exposed to stormwater.Site has stormwater gate valves where applicable. See spreadsheet for a list of significant materials,disposal methods and best management practices. 4.3 Provide the location and a description of existing structural and non-structural control measures to reduce pollutants in stormwater runoff. See instructions forspecific uidance. Stormwater Treatment Codes Outfall from Number Control Measures and Treatment Exhibit 2F-1 list 001 Annual stormwater training,semi-annual inspection and sampling None Stormwater drain network to manage potential spills SWPPP,SPCC,monthly SPCC inspection or oil handling systems Secondary containment strutures for tanks,portable spill jobox. 002 Same as for outfail#001 None EPA Form 3510-217(Revised 3-19) page 2 EPA Identification Number NPDES Permit Number Facility Name Farm Approved 03105119 NCD049467427 NCS000057 _T Venator Chemicals LLC OMB No.2040.0004 SECTION •N STORMWATER +t 5,1 i certify under penalty of law that the outfall(s) covered by this application have been tested or evaluated for the presence of non-stormwater discharges. Moreover, 1 certify that the outfalis identified as having non-stormwater discharges are described in either an accompanying NPDES Form 2C, 2D, or 2E application. Name(print or type first and last name) Official title Jonna Stein Environmental,Health and Safety Manager Signature Date signed EO ro 5.2 Provide the testing information requested in the table below. Outfall Onsite Drainage Points .tno Number Description of Testing Method Used Date(s)of Testing Directly Observed m Durin Test 001 TSS,COD,Total Copper, Total Zinc,pH and visual 11/01/2022 Outfall 001 b r- U7 0 001 Visuai(color/odor/clarity/floating solids/SS/foam/sheen, 11/01/2022 Outfall 001 z 002 No flow 11/01/2022 Outfall 002 SECTION + OR I 1 6.1 Describe any significant leaks or spills of toxic or hazardous pollutants in the last three years. .Q W 2019 no RQspilis 0 N 2020 no RQ spills 2021 no RQ spills.CT-87,EL2 was released onto the pavement but material stopped and collected before it reached the storm drains,soil or water. 2022 no RQ spills year to date. -C 0 f!y SECTION DISCHARGE •' • I See the instructions to determine the pollutants and parameters you are required to monitor and,in turn, the tables you must o coat fete.Not all applicants need to complete each table. 7.1 Is this a new source or new discharge? ❑ Yes 4 See instructions regarding submission of � No 4 See instructions regarding submission of estimated data actual data, Tables A, S,C,and D N7.2 Have you completed Table A for each outfall? ❑✓ Yes ❑ No EPA Form 3510-2F(Revised 3-19) Page 3 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03105119 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 ` t 7.3 Is the facility subject to an effluent limitation guideline(ELG)or effluent limitations in an NPDES,permit for its process wastewater? ,� ❑✓ Yes ❑ No SKIP to Item 7.5. s 7.4 Have you completed Table B by providing quantitative data for those pollutants that are(1)limited either directly or indirectly in an ELG and/or(2)subject to effluent limitations in an NPDES permit for the facility's process wastewater? ❑✓ Yes ❑ No 7.5 Do you know or have reason to believe any pollutants in Exhibit 217-2 are present in the discharge? ❑✓ Yes ❑ No -+ SKIP to Item 7.7. 7.6 Have you listed all pollutants in Exhibit 2F-2 that you know or have reason to believe are present in the discharge and provided quantitative data or an explanation for those pollutants in Table C? .'•4 ' ❑✓ Yes ❑ No 7.7 Do you qualify for a small business exemption under the criteria specified in the Instructions? ❑ Yes 4SKIP to Item 7.18. ✓❑ No 7.8 Do you know or have reason to believe any pollutants in Exhibit 2F-3 are present in the discharge? ❑✓ Yes ❑ No 4 SKIP to Item 7.10. y ` 7.9 Have you listed all pollutants in Exhibit 2F-3 that you know or have reason to believe are resent in the discharge in :. Y P Y P 9 Table C? c ❑✓ Yes ❑ No 7.10 Do you expect any of the pollutants in Exhibit 2F-3 to be discharged in concentrations of 10 ppb or greater? ✓❑ Yes ❑ No 4 SKIP to Item 7.12, „cx 7.11 Have you provided quantitative data in Table C for those pollutants in Exhibit 2F-3 that you expect to be discharged in o ' concentrations of 10 ppb or greater? '� ❑✓ Yes ❑ No J Q � 7.12 Do you expect acrolein,acrylonitrile,2,4-dinitrophenol,or 2-methyl-4,6-dinitrophenol to be discharged in concentrations of 100 ppb or greater? ❑ Yes ❑ No 4 SKIP to Item 7.14. 7.13 Have you provided quantitative data in Table C for the pollutants identified in Item 7.12 that you expect to be discharged in concentrations of 100 ppb or greater? ❑ Yes ❑ No 7.14 Have you provided quantitative data or an explanation in Table C for pollutants you expect to be present in the discharge at concentrations less than 10 ppb(or less than 100 ppb for the pollutants identified in Item 7.12)? ❑✓ Yes ❑ No "° 7.15 Do you know or have reason to believe any pollutants in Exhibit 2F-4 are present in the discharge? ❑ Yes ❑✓ No 4 SKIP to Item 7.17. - 7.16 Have you listed pollutants in Exhibit 21F4 that you know or believe to be present in the discharge and provided an explanation in Table C? ❑ Yes ❑ No 7.17 Have you provided information for the storm event(s)sampled in Table D? ❑✓ Yes ❑ No EPA Form 3510-2F(Revised 3-19) Page 4 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03105119 NCD048467427 NC5000057 Venator Chemicals LLC OMB No.2040-0004 Used or Manufactured Toxics 7.18 Is any pollutant listed on Exhibits 2F-2 through 2F-4 a substance or a component of a substance used or omanufactured as an intermediate or final product or byproduct? ✓❑ Yes � ❑ No 4 SKIP to Section 8. 0 M 7,19 List the pollutants below, including TCDD if applicable. E 0 Nitrate-Nitrite 4.Aluminum 7. Arsenic d 2. 8. Phosphorous 5. Boron Chromium ca 3.Sulfate 6. Manganese 9. Copper SECTION i BIOLOGICAL TOXICITY TESTING 1 , ,0 8.1 Da you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water in relation to your discharge within the last three years? 0 ✓❑ Yes ❑ No 4 SKIP to Section 9. 8.2 Identify the tests and their purposes below. i.X Test(s) Purpose of Test Submitted to NPDESs) PermittingAuthority? Date Submitted 0 I— Chronic toxicity Comply with NC0006351 ✓ � Y p Y ❑ YES ❑ NO 04/29/2021 Im 0 Chronic toxicity Comply with NC0006351 ❑✓ Yes ❑ No 04/01/2021 m Chronic toxicity Comply with NC0006351 E Yes ❑ NO 08/05/2020 SECTION 9.CONTRACT ANALYSIS INFORMATION 1 9.1 Were any of the analyses reported in Section 7(on Tables A through C) performed by a contract laboratory or consulting firm? ❑✓ Yes ❑ No 4 SKIP to Section 10. 9.2 Provide information for each contract laboratory or consulting firm below. Laboratory Number 1 Laboratory Number 2 Laboratory Number 3 Name of laboratory/firm Pace Analytical Services LLC Venator Chemicals LLC a NC waste water certification# ca 12 NC Cert 526 0 c Laboratory address ��—, 9800 Kincey Ave 5910 Pharr Mill Road m Suite 100 Harrisburg,NC 28075 Huntersville,NC 28078 ca o Phone number v (704)875-9092 (704)455-5181 Pollutant(s)analyzed BOD,metals, Metals,TSS,NH3-N, metals,pH EPA Form 3510-2F(Revised 3-19) Page 5 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05119 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040.0004 SECTION ! CHECKLIST AND + • 41 10.1 In Column 1 below, mark the sections of Form 2F that you have completed and are submitting with your application. For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that not all applicants are required to complete all sections or provide attachments. Column 1 Column 2 ✓❑ Section 1 ❑ wl attachments(e.g.,responses for additional outfalls) ❑ Section 2 ❑ wl attachments ✓❑ Section 3 Q wl site drainage map ✓❑ Section 4 0 wl attachments ✓❑ Section 5 ❑ wl attachments El Section 6 ❑ wl attachments E ❑ Section 7 ❑ Table A ❑ wl small business exemption request o ❑ Table B ❑ wl analytical results as an attachment ❑ Table C ❑ Table 0 a ✓❑ Section 8 ❑ wlattachments N_ 0 Section 9 ❑ wlattachments(e.g.,responses for additional contact laboratories or firms) Y ✓❑ Section 10 ❑ U 10.2 Certification Statement I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name(print or type first and last name) Official title 4v y. e_ S I to It o vw-jN Signature nn�� �i Date signed 0 Z 3 1 EPA Form 3510-2F(Revised 3-19) Page 6 EPA Identification Number NPDES Permit Number Fa ditty Name Outfall Number Form Approved 03/05119 NCD048467427 NCS00C057 Venator Chemicals LLC 001 OMB No.2040-0004 You must provide the results of at least one anal sis for every poliutant in this table.Complete one table for each cutfall, See instructions for additional details and requirements. Maximum Daily Discharge Average Daily Discharge Source of (specify units) (specify units) dumber of Storm Information Pollutant or Parameter Grab Sample Taken Flow-Weighted Grab Sample Taken FtowWeihted Events Sampled p g (new sourcelnew [luring FirstDuring First dischargers only;use 30 Minutes Composite Composite 30 Minutes codes in instructions) 1, Oil and grease ND mg/ 1 2. Biochemical Oxygen demand(BOD5) NA NA 3. Chemical oxygen demand(COD) 30.3 mg/l NA 1 4. Total suspended solids(TSS) 1 mg/1 1 mg/[_ 2 5. Total phosphorus 0.15 mg/I 6. Total K;eldahl nitrogen(TKN) 0.79 mg/1 1 7, Total nitrogen(as N) 1.4 mg/I 1 pH(minimum) 7.1 1 8, pH (maximum) ' Sampling shall be conducted according to sufficiently sensitive test procedures(Le.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant palot] I rameters or required under 40 CFR chapter I,subchapter N or 0. See instructions and 40 CFR 122.21(e)(3). EPA Form 3510-21'(Revised 3-19) Page 7 This page intentionally left blank. EPA Identification Number NPDES Permit Number Faci# Name Outfall Number Form Approved 03105/19 NCD048467427 NCS000057 Venator Chemicals LLC 001 OMB No.2040-0004 List each pollutant that is limited in an effluent limitation guideline(ELG)that 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. Maximum Daily Discharge Average Daily Discharge Source of units) (specify units) Number of Storm Information Pollutant and CAS Number(if available) !!�e Grab Sample Taken (new source/new Flaw-Weighted Flaw-Weighted Evens Sampled During First dischargers only;use Composite 30 Minutes Composite codes in instructions) Totat Suspended Solids 1 mg/L 1 mg/L 2 NH3-N 2.1 mg/L 0.4 mg/L 10 Arsenic 0.023 mg/L <0.010 mg/L 4 Total Chromium <0.010 mg/L <0.010 mg/L 4 Total Copper 1.145 mg/L 0.3 mg/L 4 Total Selenium <0.010 mg/L <0.010 mg/L 4 Total Zinc 1.812 mg/L 0,8 mg/L 4 Total Lead <0.010 mg/L <0.010 mg/L 4 pH 8.3 7.8 10 Total Nickel <0.025 mg/L <0.025 mg/L Chronic Toxicity Pass Pass 3 5-BOD {Von detect Non detect 2 Per NPDES discharge permit NCO006351 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e., methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I,subchapter N or 0. See instructions and 40 CFR 122.21(e)(3). EPA Form 3510-2F(Revised 3-19) Page 9 This page intentionally left blank. EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19 NCD048467427 NC5000057 Venator Chemicals LLC 001 OMB No.2040-0004 TABLEPOLLUTANTS, + HAZARDOUS + AND + +1 CFR 122.26(c)(1)(j)(E)(4)and +1 • and List each pollutant shown in Exhibits 2F-2,2F-3,and 2F-4 that you know or have reason to believe is present.Complete one table for each outfall.See the instructions for additional details and requirements. M6ximum_Daily Discharge Ayerakp Daily Discharge Source of --Asp units s e unds Number of Storm Information Pollutant and CAS Number(if available) Grab Sample Taken Grab Sample Taken (new source/new Flow•Wefghted FIOw-Weighted Events Sampled ring First; During Fist dischargers:only;use Composite Composite 30 Minutes 30 Minutes codes in instructions) Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3). EPA Form 3510-2F(Revised 3-19) Page 11 This.page intentionally left blank. EPA Identification Number NPDES Permit Number Facility name Outfall Number Form Approved 03/05119 NCD048467427 NCS000057 Venator Chemicals LLC 001 OMB No.2040-0004 TABLE D.STORM •^ I Provide data for the storm event(s)that resulted in the maximum daily discharges for the fiow-weighted composite sample. Number of Hours Between Total Rainfall During Maximum Flow Rate Date of Storm Event Duration n Storm Event Storm Event Beginning of Storm Measured and During Rain Event Total Flow from Rain Event {in inches} (in gpm or specify units) (in hours) End of Previous Measurable Rain (in gallons or specify units) Event Provide a description of the method of flow measurement or estimate. Flow is calculated based on acreage and runoff coefficient. EPA Form 3510-2F(Revised 3-19) Page 13 Significant Materials (4.2) Outfall 1 Sig Method of Treatment/Storage or Disposal Management Practices Mat Main Drive #2 Fuel Oil offloading& dispensing Yes Used as fuel for site vehicles P trap piping and oil pig to collect any residual oil. _ Storage tank is double walled. Boiler/cooling tower chemicals. Stored inside No Used in boilers or cooling towers Stored indoors in building 11 Nitrates filter cake roll off is covered and the concrete area drains to WWT No Disposed and nonhazardous landfill Covered roll off. Area drains to WWT. Lime slurry unloading drains to WWT. No Used for pH adjustment in waste treatment Area drains to and is treated in WWT Gantry (Magnesium Chloride) LGO05 No Loading gantry area Stormwater valves in area can be diverted to the lined lagoon. Use 3 sided pallet to transport to minimize spills Chopped copper charging for CCN reactor Yes Chopped copper is raw material during transport. Spills of copper cleaned immediately Main drive truck scale containment Yes Can be pumped to Stormwater or WWT depending on valve selection Tote storage near CT-004:T-104 stormwater totes Yes Material used back in the process Totes used back in process that can contain: Propiconazole NA NA NA Tebuconazole NA NA NA CETAC NA NA NA Castor oil NA NA NA UP50 (check constits) NA NA NA Tote storage aside of building 19, MCC E-19 to include a variety off spec copper based pesticide Yes Material is reused back in process or disposed of. Minimum number of totes stored. products, ammonium sulfate, Dblaze and other Drive 1 Drive 1 loading drains to WWT(inorganic nitrates, Unloading area drains main drive which has stormater Yes Tanker loading area. gate valves that can be diverted to the lined lagoon in acetates) the event of a spill or release. Tank has secondary containment. Unloading area drains to main drive which has stormater gate valves Copper nitrate Yes Raw material used in the process that can be diverted to the lined lagoon in the event of a spill or release. Drive 2 Significant Materials(4.2) Y, I� f,Brea rFtM � 4 SP ggrr`i n iPrld g�s� 6 Tanker truck unloading& loading drains to WWT No Unloading area has secondary containment which Unloading area has secondary containment which can and includes: can be pumped to WWT be pumped to WWT Nitric acid NA NA NA Magnesium hydroxide { NA N INA Sodium hydroxide — _ NA li NA NA Acetic acid NA NA NA Hydrochloric acid NA NA 1 NA ------ ------------- -- - Aqueous ammonia (<19%) NA NA NA Calcium Nitrate NA !NA 'NA Drive 3 Dblaze (Diammonium phosphate)fire retardant I Secondary containment.Visuals inspection the Yes IStormwater secondary containment pit pumped to stormwater if !pumped to stormwater ;Secondary containment that is pumped to tank Chromated copper arsenate No Reuse back in process or collection for disposal. (storage for reuse back in the process. No discharge to -- -- -- --- -- - - _.._.......----- stormwater Secondary containment that is pumped to tank ACQs (copper based pesticide products) No Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to -- -- ------- -- ------- ------------- !stormwater Secondary containment that is pumped to tank Arsenic acid No Reuse back in process or collection for disposal. istorage for reuse back in the process. No discharge to stormwater - ----..-- - ._ .--- ------ -- - - - -- - - - - -- --------- !Secondary containment that is pumped to tank Sulfuric acid No Reuse back in process or collection for disposal. !storage for reuse back in the process. No discharge to stormwater ;Secondary containment that is pumped to tank Dblaze fire retardant (Diammonium phosphate) No I Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to stormwater Secondary containment that is pumped to tank Ammonium sulfate No Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to i stormwater Drive 4 Hydrogen Peroxide truck unloading No Area drains to WWT Area is paved and storm drains go to WWT -- -------------- —- - -—--- ----------- - -- - - - - -- -- -- --------— --— ---------- —---- - - ------------------ Phosphoric . .. .. - --... acid truck unloading ; No Area drains to WWT ,Area is paved and storm drains go to WWT Application Form 2F Attachments Significant Materials(4.2) M'SitagQUINT< t 'l_ra e �� i# 00 ggj _i&�Pra�tlees No Miscellaneous container totes or drums of I ' pesticide products that could be empty or full Area drains to WWT Minimize amount of containers stored in this area p p pY I Back Drive Normal truck traffic Yes Sheet flow to stormwater Stormwater gate valves in case of spill.Spill kits. -------------.- —-- - --- —- Forklift traffic carrying bags of chopped copper, Use 3 sided pallet to transport copper to minimize bales of scrap copper and totes of various materials. ; Yes Sheet flow to stormwater spills during transport.Spills of chopped or scrap _copper cleaned immediately Trash dumpsters(regular plant trash) Yes Non haz disposal Covered 8 yard containers. Containers picked up routinely. Some storage of totes in area adjacent to trash Yes Sheet flow to stormwater Minimize storage in this area.Stormwater gate valves dumpsters in case of spills. Spill kits. Triple rinsed crushed chrome drum roll off Yes (Scrap metal recycling Drums are triple rinsed and crushed prior to J placement in roll off. Area Behind Building 230&231 ACQ filter roll off storage Yes Nonhaz disposal Covered roll off Totes and drums are minimized and are generally Empty totes storage Yes ;'Tote recycling picked up once per week. Tanker Parking Drainage swale with gate valves that go to lined Finished goods storage in tanker trucks (center aisle)' No Shipped off site to customers lagoon.Valves are normally open to stormwater but can be closed in the event of a spill. Area is part of Esite security rounds _ Empty tanker parking(outer perimeter) Yes Tankers staged prior to filling for customer orders Area is part of site security round. Inventory ;conducted daily. Boneyard ,Some material stored under roof other equipment is Storage of misc.tanks and equipment Yes :On site storage :not. Equipment is drained and cleaned prior to sto rage. ACQ Truck Scale Tanker loading area drains to secondary iStormwater is diverted away from tanker loading ACQs(copper based pesticide products) No containment and is collected for off site nonhaz area via a stormwater system. Stormwater valves can (disposal i'be closed or diverted to secondary containment. Spill kits in area. Application Form 2F Attachments Significant Materials (4.2) Outfall 1 Mat Method of Treatment/Storage or Disposal Management Practices Tanker loading area drains to secondary Stormwater is diverted away from tanker loading Ecolife No containment and is collected for off site nonhaz area via a stormwater system. Stormwater valves can disposal be closed or diverted to secondary containment. Spill kits in area. ACQ Raw Material Off Loading Wax No Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is managed in the WWT treatment system. maintained in the area. Castor Oil No Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is managed in the WWT treatment system. maintained in the area. Monoethanolamine No Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is managed in the WWT treatment system. maintained in the area. CETAC No Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is managed in the WWT treatment system. maintained in the area. Textile Plant (No longer in Operation) Area was cleaned and pressure washed. Sample were Magnesium Chloride Yes stormwater pulled and analyzed prior to discharge. Additional samples pulled on a intermittent basis Railside Track Pans ACQTank FarmTrack Pan No Non hazardous disposal off site Track pans drain to tank farm secondary containment pit and are collected for off site disposal LGO10 and LGO12 Track Pans No Drain to WWT On site WWT MRD LG009, LG013, LGO14 (Nitrates) No Drain to WWT On site WWT Dedicated secondary containment that is pumped to GG-011 (CCA) No Reuse back in process tank storage for reuse back in process Application Form 2F Attachments Supplemental Information Venator Chemicals LLC NCS000057 December 14,2022 Supplemental Information Item No.4 Best Management Practices Utilized at the Facility Because Venator is a chemical manufacturer, most of the facility"Best Management Practices(BMPs) revolve around the concept of minimizing chemical contact with stormwater. In that effort,Venator uses the following BMPs. • Indoor warehouse storage of containerized raw materials and finished goods. • Tank storage with secondary containment structures and redundant level indication • Railside track pans that drain to WWT or secondary containment structures. • Some tank farms have roof structures to minimize stormwater generation. • Site drainage system that routes stormwater away from process areas where practical. • Stormwater drainage system which allows management of stormwater to the stormwater outfalls,the emergency spill lagoon (Lagoon#1) or to the facility waste treatment system and minimizes erosion. • For the inorganic production area (nitrates, nitrites, and acetates)storm waters are routed to the Site's permitted wastewater treatment system which is managed via the Site's NPDES discharge permit NC0006351. • Pesticide manufacturing tank storage areas have dedicated secondary containments and stormwaters are collected and stored in tanks for reuse back in the production process. • Preventative maintenance programs to ensure equipment is in good order and minimize chemical exposure to stormwater via equipment or piping malfunctions. • Tanker truck, railcar, and hose inspection programs. • Tanker parking area is slopped to a concrete drainage swale that is routed to emergency spill lagoon (lined lagoon) • Curbing and rip rap to minimize sheet flow. • Stormwater gate valves on certain drains which can be closed in the event of a spill or release. • Use of covered roll offs for storage of nonhaz or recycle materials where practical. • Oil water separators to collect oil from air compressor systems to eliminate oil contamination to stormwater • Operator attendance for loading and unloading activities. • Operating procedures and operator training. • Spill kits at loading/unloading areas and mobile spill kit for larger events. • Semi-annual inspection of catch basins,secondary containment structures • Monthly SPCCC inspection of oil storage areas and spill kits. • Annual stormwater and SPCC training. • Copper handling and management program. • Site does not meet the requirement for on site vehicle maintenance>55 gal/day average of motor oil per month. Supplemental Information Item No.5 Significant Changes In Industrial Activity • The textile plant which produced Magnesium Chloride solution has been idled.The storage tanks are empty and the secondary containment pit has been cleaned out via pressure washing.Stormwater from this area is being analyzed and inspected and discharged. Table A NCD048467427 NCS00057 ; Venator Chemicals LLC Outfall 002 i Grab Sample Number of Storm Events Oil&Grease ND mg/I 1 Chemical Oxygen Demand (COD) ND mg/I 1 Total Suspended Solids (TSS) 5.8 mg/I 1 Total Phosphorous _ � ND mg/I 1 Total Kjeldahl nitrogen (TKN) 0.64 mg/I 1 Total Nitrogen as N 0.8 1 pH 6.9 1 - — i — - ------ ---- Table C Maximum Daily Average Daily Discharge Discharge Flow Flow !Number of Pollutant and Grab Grab Source of Exhibit Outfall CAS# Sample Sample Information Weighted Weighted Storm Events Reason Could Be Present Composite Composite Sampled 2F-2 001 Fecal coliform 6200 11/22/2021 3491 9 (CFU/100 ml) 2F-2 001 Nitrate-nitrite Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2 F-2 401 Phosphorous Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2F-2 001 Sulfate (mg/L) Not tested. Materials containing these elements are produced, handled or stored in the area. 2F-2 001 Aluminum Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2F-2 001 Boron (mg/L) Not tested. Materials containing these elements are produced, handled or stored in the area. 2F-2 001 Magnesium Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2F-2 001 Manganese 0.305 3/25/2020 0.016 9 (mg/L) Fecal coliform 2F-2 002 9500 10/16/2019 4861 9 (CFU/100 ml) 2F-2 002 Mang)nese 0.0241 11/22/2021 0.013 9 Page 1 of 2 Table C Maximum Daily Average Daily Discharge Discharge Flow Flow Number of Pollutant and Grab Grab Source of Exhibit Outfall CAS# Sample Weighted Sample Weighted Storm Events Information Reason Could Be Present Composite Composite Sampled 2F-3 001 Arsenic (mg/L) 0.032 7/6/2011 0.0245 10 2 F-3 001 Chromium Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2F-3 001 Copper (mg/L) 0.063 5/12/2016 0.039 9 2F-3 001 Zinc (mg/L) 0.169 5/24/2022 0.100 9 2F-3 002 Copper(mg/L) 0.234 3/25/2020 0.054 8 2F-3 002 Zinc (mg/L) 0.105 3/12/2018 0.075 8 2F-3 002 Arsenic (mg/L) 0.0528 5/17/2010 0.00945 9 Page 2 of 2 Table D Total Rain Number of Hours Between Outfall Date of Duration of During Event Beginning of Storm Measured Maximum Flow Rate Total Flow From Rain Storm Event Storm Event (inches) and End of Previous Measurable During Rain Event Event (MG) Rain Event 001 12/15/22 29 1.05 405 302 0.62 001 11/1/2022 45 0.3 91 60 0.18 001 5/24/2022 64 0.25 405 40 0.15 001 11/22/2021 10 0.24 241 202 0.14 001 3/25/2020 40 1.16 106 302 0.70 001 10/16/2019 74 0.63 713 80 0.37 001 3/12/2018 24 0.53 114 201 0.31 001 5/12/2016 28 0.42 266 151 0.24 001 7/6/2011 102 0.06 138 5 0.04 001 5/17/2010 20 0.48 133 202 0.27 002 12/15/22 29 1.05 405 12 0.62 002 11/1/2022 45 0.3 91 2 0.18 002 5/24/2022 64 0.25 405 1.6 0.15 002 11/22/2021 10 0.24 241 8 0.14 002 3/25/2020 40 1.16 106 12 0.70 002 10/16/2019 74 0.63 713 3 0.37 002 3/12/2018 24 0.53 114 8 0.31 002 5/12/2016 28 0.42 266 6 0.24 002 7/6/2011 102 0.06 138 0.2 0.04 002 5/17/2010 20 0.48 133 8 0.27 Page 1 of 1 Visual Results Date 11/1/22 5/24/22 11/22/21 5/12/21 8/31/20 3/25/20 10/16/19 2/20/19 8/2/18 3/12/18 9/12/17 4/24/17 12/6/16 5/17/16 12/15/22 Outfall 001 clear to clear to Color light Clear light Light Light Light Light Light brown Light Light Light light light brown Light brown Light yellow amber brown brown brown brown brown brown brown brown brown Odor None None None None None None None None None None None None None None None Clarity 1 1 1 2 2 3 2 2_ 2 2 2 3 3 2 1 Floating Solids 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Suspended Solids 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Foam No No No No No No No Yes No No No No No No No Sheen No No No No No No No No No No No No No No No Erosion or Deposition No No No No No No No No No No No No No No No small amount Other NA NA NA NA NA NA NA of foam accumulated NA NA NA NA NA NA NA around edge Outfall 002 clear to Light Light Light Light Light clear/light clear/light Color light Clear Clear Clear Clear Clear brawn brawn brown brown brown brown brawn amber Odor None None None None None None None None None None None None None Clarity 1 2 2 2 1 1 1 2 2 1 2 1 1 Floating Solids 1 1 1 1 1 1 1 1 1 1 1 1 1 Suspended Solids 1 1 1 1 1 1 1 1 1 1 1 1 1 Foam No No No No No No No No N No No _ No No Sheen _ No No No No No No No No No No No No No Erosion or Deposition No No No No No No No No No No No No No Other No flow No flow NA NA NA NA NA NA NA NA NA NA NA NA NA Historical Results Outfall No.001 Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Sampling Date 5114/12 12/20/12 1117/13 11/26/13 5/15/14 11/17/14 4l16115 10l27115 5117/16 1216/16 4/24/17 9112l17 3112/18 812118 2/20119 10/16/19 3/25/20 8/31/20 5112/21 11/22/21 5/24/22 11/1122 12/15/22 PH 6.79 7.19 7.37 7.13 17.08 '6.08 7.20 6.91 7.19 7.16 7.2 6.83 8.59 7.18 7.39 7.12 7.29 16.72 7.7 7.3 7.1 7.2 7.1 TSS mgll 58.2 ND 34.2 22.7 24.3 19.5 10 5.1 58.4_5_.4 10.0 5.6 58.5 3.7 4.2 3.8 13.0 48.8 8.0 4.7 2.9 4.6 25.5 6 0 D mg-Al 31.0 ND ND 27.0 35.0 29.0 ND 55.0 IND ND 34.0 ND 51 2$.4 ND 25.2 27.3 31.3 ND ND - . --31 36.6 30.3 _ Total Zinc mg/l 0.184 0.415 0.201 0.220 0.267 0.253 0.200 0.294 I0.211 0.143 0.0993 0.122 0.12 0.157 0.101 0.0917 0.103 0.0607 0.0114 0.0822 :0.169 0.134 0.0632 Total Copper mgll 0.0554 0.0137 0.0543 0.0464 0.0668 0.0736 0.0366 0.0236 0.0973 0.0346 0.0273 0.0543 0.0634 0.0524 0.0152 0.0354 0.019 �0.0317 0.0611 0.0413 :0.0285 0.039 0.0247 Total Mang mgIl _ 0.010 0.0214 0.0065 0.0305 0.0135 ;0.0132 0.0062 0.0427 Fecal Coliform(CFU/100mi) 6000 6000 6000 9400 5800 1240 1500 3800 860 2800 480 640 6000 882 1100 2600 6000 6000 6200 2000 864 3100 Oil&Grease mgll -_ - ND Total Nitrogen mgll _ 1.4 Total Kjeldahl Nitrogen mg/l 0.79 Nitrogen N021NO3 mgll 0.65 Total Phosphorous mg/l 0.15 Outfall No.002 Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Result Sampling Date 5114/12 12/20/12 1/17/13 11/26/13 5115/14 11117/14 4/16/15 10/27/15 5/17/16 12/6116 4/24/17 911_2/17 3/12118 8/2Y18 2120/19 10/16/19 3/25/20 8131/20_ 5/12/21 11/22/21 5124/22 11/1122 12/15122_ PH 6.94 7.04 7.65 7.14 7.09 6.53 7.34 7.33 7.33 _7.59 7.63 7.47 7.44 7.57 7.59 8.14 7.59 7.21 7.7 7.5 6.9 TSS mgll 104 20.4 19.2 20.4 8.2 3.1 3.2 27.2 32.9 22.2 f2 8.8 78.5 7.6 3.2 3.7 3.8 23.2 17.0 10 5.8 COD mgll ND ND ND ND ND ND ND 25.6 ND ND ND 31 3p ND ND ND ND ND ND ND ND Total Zinc mgll 0.222 0.328 0.0750 0.1730 0.114 0.117 0.165 0.274 0.112 0.102 0.074 0.0684 0.104 0.0372 0.0616 0.0689 0.087 0.0763 0.0823 0.0812 0.0679 Total Copper mg/i 0.0581 0.0713 0.0346 0.0365 0.023 0.014 0.0094 0.0438 0.0566 0.0255 0.0186 0.0169 0.0441 0.0163 0.0149 0.0226 0.234 0.0272 0.0260 0.0466 0.0156 _Total Mang mgll 0.0170 0.0092 0.0075 0.0067 0.0241 0A156_ Fecal Coliform(CFU/100ml) 9400 6000 100 3700 290 420 1900 5200 940 1150 3600 105 6000 34.0 9500 120 6000 6000 6900 873 _ - -- _ . _ - No flow No flow Oil&Grease mgll ND Total Nitrogen mgll - - 0.8 Total Kjeldahl Nitrogen mil 0.fi4 Nitrogen N021NO3 mgll 0.16 Total Phosphorous mg/l ND #1 Tanker Parking Sampling Date 1/17113 11/26/13 5115/14 11/17/14 Total Zinc mgll 0.0396 0.0911 0.045 0.012 Total Copper mg/l 0.0528 10.0552 0.044 0.0164 Fecal Coliform(CFU1100m1) 370 270 1600 6000 #2 ACQ Tank Farm Roof Drain Total Zinc mg/l 0.0567 0.135 0.0736 0.117 1 Total Copper mgll ND ND ND ND Fecal Coliform(CFU1100m1) 33 6.0 43.0 ND Page 1 of 4 Historical Results #3 Storm Drain behind#4 Warehouse Total Zinc mgll 0.372 0.0903 0.24 0,0661 Total Copper mgll 1.120 0.168 0.179 0.0661 Fecal Conform (CFU1100mi) 2400 470 6200 13.0 #4 Main drain by-pass at QC Lab Tota.1 Zinc mgll 0.182 0.219 1.470 0.144 Total Copper mgll 0.183 0,482 0.220 0.0977 Fecal Coliform(CFU1100mi) 31 56.0 20.0 7.0 #5 Run off pipe at Fire Water Tank Total Zinc mgll 0.254 NT NT NT Total Copper mgll 0.0424 NT NT NT Fecal Coliform(CFU1100ml) 7900 NT NT NT #6 Bldg.001 (NE Corner) Total Zinc mgA 0.252 0.189 0.0795 0.0622 Total Copper mgII ND ND ND 0.0112 Fecal Coliform(CFUI100ml) ND ND 3.0 13.0 #7 Bidg.001 (NW Corner) Total Zinc mgll 0.124 0,207 0.0784 0.339 Total Copper mgll ND ND ND ND Fecal Coliform(CFU11DOml) ND ND 1.0 44.0 #8 Dock#3(S.Side of Bldg.036) Total Zinc mgll 0.086 0.135 0.0678 0.0662 Total Copper mgII 0.0261 ND ND 0.0051 Fecal Coliform(CFU/100ml) 280 220 680 250 #9 Downspout front of T-142 Total Zinc mgll 0.360 0.310 0,451 0.298 Total Copper mgll 0.0460 0,0061 0,0061 0.0065 Fecal Coliform(CFU1100mi) 18 230 17.0 6.0 #10 Downspout front of Bldg.023 Total Zinc mgli 0.198 0.475 0.372 0.290 Total Copper mgll 0.0259 0.0085 0.0055 0.0063 Fecal Coliform(CFU1100ml) 600 ND ND ND #11 Downspout pipe West of T-138 Total Zinc mgll 0.0758 0.132 0.115 0.0945 Total Copper mgll 0.0104 0.0054 ND ND Fecal Coliform(CFUI100ml) 40 2.0 71.0 11.0 #12 Downspout SW comer Bldg.024 Page 2 of 4 Historical Results Total Zinc mgll 0.198 0.232 0.278 0A 70 Total Copper mgll 0.0155 0.0085 NO NO Fecal Coliform(CFU1100mi) 19 NO 3.0 ND #13 Drain at N.s#de of Bldg.2301230 Total Zinc mgll 0.153 2.910 0.609 0.299 Total Copper mgll 0.177 4.020 0.756 0.324 Fecal Coliform(CFU1100mi) 6000 NO 216 10.0 #14 Downspout at W.side of loading dock(Bldg.230) Total Zinc mgll 0.0779 0.114 0.0537 0.0111 Total Copper mgll ND ND NO ND Fecal Coliform (CFU1100ml) 9 NO 3.0 NO #15 French drain at SE Bldg.231 Total Zinc mgll 0.331 0.141 0.0563 ND Total Copper mgll 0.0703 NO NO NO Fecal Coliform (CFU1100ml) 5700 6.0 30.0 1400 #16 Curb side drain at ACQ drive(N.Upstream) Total Zinc mgll 0.106 0.113 0.122 0.0774 Total Copper mgll 0.0896 0.0819 0.0987 0.0447 Fecal Coliform (CFU/100ml) 6000 6000 6000 8200 #17 Curb side drain at ACQ drive(S.Downstream) Total Zinc mgll 0.0766 0.236 0.0935 0.0307 Total Copper mgll 0.125 0.116 0.0312 0.0352 Fecal Coliform (CFU1100ml) 8300 6000 6000 114 #18 Outfall 1 Total Zinc mgll 0.201 0.220 0.267 0.253 Total Copper mg1l 0.0543 0.0464 0.0668 0.0736 Fecal Coliform (CFU1100ml) 6000 6000 9400 5800 #19 Outfall 2 Total Zinc mgll 0.0750 0.173 0.114 0.117 Total Copper mg/l 0.0346 0.0365 0.023 0.014 Fecal Coliform (CFU/100ml) 6000 100 3700 290 #20 Rocky River(Upstream) Total Zinc mgll 0.104 0.0654 0.0484 0.0161 Total Copper mg/l 0.0606 0.0087 0.0110 ND Fecal Coliform (CFU1100ml) #21 Rocky River(Downstream) Total Zinc mgll 0.0634 0.0550 0.0793 0.049 Page 3 of 4 Historical Results Total Coppermgll I _! 0.0167 10.0071 10.0215 10.0088 Fecal Coliform(CFUI100ml) i I i f Page 4 of 4 SUPPLEMENTAL INFORMATION REQUIRED FOR RENEWAL OF INDIVIDUAL NPDES STORMWATER PERMIT Two copies of each of the following shall accompany this submittal in order for the application to be considered complete: (Do not submit the site Stormwater Pollution Prevention Plan) Initials l. A current Site Map from the Stormwater Pollution Prevention Plan. The location of industrial activities (including storage of materials, disposal areas, process areas and loading and unloading areas), drainage structures, drainage areas for each outfall, building locations and impervious surfaces should be clearly noted. 2. A summary of Analytical Monitoring results during the term of the existing permit (if your permit required analytical sampling). Do not submit individual lab reports. The summary can consist of a table including such items as outfall number, parameters sampled, lab results, date sampled, and storm event data. 3. A summary of the Visual Monitoring results. Do not submit individual monitoring reports. The summary can consist of a table including such items as outfall number, parameters surveyed, observations, and date monitoring conducted. 4. A summary of the Best Management Practices utilized at the permitted facility. Summary should consist of a short narrative description of each BMP's in place at the facility. if the implementation of any BMP's is planned, please include information on these BMP's. 5. A short narrative describing any significant changes in industrial activities at the permitted facility. Significant changes could include the addition or deletion of work processes, changes in material handling practices, changes in material storage practices, and/or changes in the raw materials used by the facility. 6. Certification of the development and implementation of a Stormwater Pollution Prevention Plan for the permitted facility(Sign and return attached form). If the final year analytical monitoring of the existing permit term has not been completed prior to filing the renewal submittal, then the last years monitoring results should be submitted within 30 days of receipt of the laboratory reports. (i.e. do not withhold renewal submittal waiting on lab results) STORMWATER POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION CERTIFICATION North Carolina Division of Energy, Mineral, and Land Resources— Stormwater Program Facility Name: VenatorChemicalsLLC Permit Number: NCS000057 Location Address: 59 10 Pharr Wit Road Harrisburg.NC 28075 County: Cabarrus "I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) document and all attachments were developed and implemented under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information gathered is, to the best of my knowledge and belief, true, accurate and complete." And "I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP has been fully implemented at this facility location in accordance with the terms and conditions of the stormwater discharge permit." And "I am aware that there are significant penalties for falsifying information, including the possibility of fines and imprisonment for knowing violations." Sign (according to permit signatory requirements) and return this Certification. DO NOT SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION. Signature Alm Date 120212022 Kevin Robinson Site Manager Print or type name of person signing above Title SPPP Certification 10/13 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 Form U.S.Environmental Protection Agency 1 \=/EPA Application for NPDES Permit to Discharge Wastewater NPDES GENERAL INFORMATION SECTIONeNPDES 1.1 Applicants Not Required to Submit Form 1 Is the facility a new or existing publicly owned Is the facility a new or existing treatment works 1.1.1 treatment works? 1.1.2 treating domestic sewage. If yes,STOP. Do NOT complete 0✓ No If yes, STOP. Do NOT No Form 1. Complete Form 2A. complete Form 1. Complete Form 2S. 1.2 Applicants Required to Submit Form 1 1.2.1 Is the facility a concentrated animal feeding 1.2.2 Is the facility an existing manufacturing, operation or a concentrated aquatic animal commercial, mining,or silvicultural facility that is a production facility? currently discharging process wastewater? o [� Yes 4 Complete Form 1 ❑✓ No ❑ Yes 4 Complete Form 0 No z and Form 2B. 1 and Form 2C. R 1.2.3 Is the facility a new manufacturing,commercial, 1.2.4 Is the facility a new or existing manufacturing, mining,or silvicultural facility that has not yet commercial, mining,or silvicultural facility that commenced to discharge? discharges only nonprocess wastewater? Yes 4 Complete Form 1 ❑✓ No Yes 4 Complete Form 0✓ No and Form 2D. 1 and Form 2E. 1.2.5 Is the facility a new or existing facility whose '— discharge is composed entirely of stormwater a associated with industrial activity or whose discharge is composed of both stormwater and non-stormwater? 0✓ Yes -* Complete Form 1 No and Form 2F unless exempted by 40 CFR 122.26(b)(14)(x)or SECTION DD- • • f 2.1 Facility Name Venator Chemicals LLC 0 2.2 EPA Identification Number O NCD 048 467 427 J U 2.3 Facility Contact Name(first and last) Titie Phone number L Jonna Stein Environmental,Health&Safety Mgr (704)455 4171 Q t Email address usha_csiregulatoryaffairs@venatorcorp.com d 2.4 Facility Mailing Address W Street or P.O.box PO Box 1330 City or town FNC e ZIP code Harrisburg 28075 EPA Form 3510-1(revised 3-19) Page 1 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 N 2.5 Facility Location w Street,route number,or other specific identifier a 0 5910 Pharr Mill Road rn o County name County code(if known) g Cabarrus E City or town State ZIP code z m Harrisburg NC 28075 SECTION •D I 3.1 SIC Code(s) Description(optional) N - d O U U) U z 3.2 NAICS Code(s) Description(optional) V 32532 rn 32580 4.1 Name of Operator Venator Chemicals LLC `0 4.2 Is the name you listed in Item 4.1 also the owner? r, ca 0 ✓❑ Yes ❑ No 4.3 Operator Status ❑ Public—federal ❑ Public—state ❑ Other public(specify) o 121 Private ❑Other(specify) 4.4 Phone Number of Operator (704)455-5181 4.5 Operator Address Street or P.O. Box E PO Box 1330 0 City or town State ZIP code 0 U Harrisburg NC 28075 m a Email address of operator O usha_csiregulatoryaffairs@venatorcorp.com SECTION • 1 5.1 Is the facility located on Indian Land? c " ❑Yes ❑✓ No EPA Form 3510-1(revised 3-19) Page 2 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 SECTION '• 1 6.1 Existing Environmental Permits(check all that apply and print or type the corresponding permit number for each) NPDES(discharges to surface ❑ RCRA(hazardous wastes) ❑ UIC(underground injection of o y water) fluids) NC0006351 NCD048467427 W a ❑ PSD(air emissions) ❑ Nonattainment program(CAA) ❑ NESHAPs(CAA) rn G x ❑ Ocean dumping(MPRSA) ❑ Dredge or fill(CWA Section 404) ❑✓ Other(specify) W 07488R29(Air Permit) SECTION + • +1 7.1 Have you attached a topographic map containing all required information to this application?(See instructions for R specific requirements.) El Yes ❑ No ❑ CAFO—Not Applicable(See requirements in Form 213.) SECTION + OF 1 8.1 Describe the nature of your business. Manufacturer of chemicals including pesticides and inorganics which are supplied to wood preserving,agricultural, and industrial companies.Products produced include:ACQ(alkaline copper quat),copper chromated arsenate(CCA), arsenic acid and other copper based pesticides.Inorganics include binary salts of aluminum,calcium,magnesium, m manganese,copper,zinc,lithium and sodium.Inorganics inlcude nitrates,nitrites,chlorides and acetates. 0 v z SECTION •• 1 9.1 Does your facility use cooling water? ✓❑ Yes ❑ No 4 SKIP to Item 10.1. 1 9.2 Identify the source of cooling water. (Note that facilities that use a cooling water intake structure as described at Q, 40 CFR 125,Subparts I and J may have additional application requirements at 40 CFR 122.21(r).Consult with your c Y NPDES permitting authority to determine what specific information needs to be submitted and when.) �°� City water supplies the site's 5 cooling towers. c SECTION 1 VARIANCE REQUESTS1 1 10.1 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(m)?(Check all that apply. Consult with your NPDES permitting authority to determine what information needs to be submitted and when.) d ❑ Fundamentally different factors(CWA ❑ Water quality related effluent limitations(CWA Section Section 301(n)) 302(b)(2)) ❑ Non-conventional pollutants(CWA ❑ Thermal discharges(CWA Section 316(a)) Section 301(c)and(g)) ❑✓ Not applicable EPA Form 3510-1(revised 3-19) Page 3 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 SECTION • 1 11.1 In Column 1 below,mark the sections of Form 1 that you have completed and are submitting with your application. For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that not all applicants are required to provide attachments. Column 1 Column 2 ❑✓ Section 1:Activities Requiring an NPDES Permit ❑ w/attachments ❑✓ Section 2:Name,Mailing Address,and Location ❑ w/attachments ❑✓ Section 3: SIO Codes ❑ w/attachments ❑✓ Section 4:Operator Information ❑ w/attachments ❑✓ Section 5: Indian Land ❑ w/attachments �. ❑✓ Section 6:Existing Environmental Permits ❑ w/attachments c E ❑ w/topographic✓ Section 7:Map ❑✓ ma El w/additional attachments %c ❑✓ Section 8:Nature of Business ❑ w/attachments ❑✓ Section 9:Cooling Water Intake Structures ❑ w/attachments ❑✓ Section 10:Variance Requests ❑ w/attachments w ❑ Section 11:Checklist and Certification Statement ❑ w/attachments Y a 11.2 Certification Statement U I certify under penalty of law that this document and ail attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is,to the best of my knowledge and belief,true, accurate,and complete./am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name(print or type first and last name) Official title Signature Date signed EPA Form 3510-1(revised 3-19) Page 4 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 Form U.S Environmental Protection Agency 2F 801 EPA Application for NPDES Permit to Discharge Wastewater NPDES STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY SECTIONOUTFALL LOCATION41 1.1 Provide information on each of the facility's outfalls in the table below Outfall Receiving Water Name Latitude Longitude Number 001 Rocky River 35� 33' 25" N 80` 62' 63" W c 0 002 Rocky River 35' 19, 56" N 80' 37' 38" W 0 J tC O IMPROVEMENTSSECTION 2. 1 s 2.1 Are you presently required by any federal,state,or local authority to meet an implementation schedule for constructing, upgrading,or operating wastewater treatment equipment or practices or any other environmental programs that could affect the discharges described in this application? ❑ Yes ✓❑ No 4 SKIP to Section 3, 2.2 Briefly identify each applicable project in the table below, Brief Identification and Affected Outfalls Source(s)of Discharge Final Compliance Dates Description of Project (list outfall numbers) Required Projected w E d a 0 a E 2.3 Have you attached sheets describing any additional water pollution control programs(or other environmental projects that may affect your discharges)that you now have underway or planned?(Optional Item) ❑ Yes ❑ No EPA Form 3510-2F(Revised 3-19) Pagel EPA Identification Number NPDES Permit Number Facility Name Form Approved 03i05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 SECTION1 0 3.1 Have you attached a site drainage map containing all required information to this application?(See instructions for ;) M C specific guidance.) o ® Yes ❑ No POLLUTANTSECTION 4. 4.1 Provide information on the facility's pollutant sources in the table below, Outfall Impervious Surface Area Total Surface Area Drained Number (within a mile radius of Ilhe facility) (within a mile radius of the facility) Lspecify units specify units O 01 406,192 square feet 1,941,555 square feet specify units specify units 02 7,159 square feet 77,590 squarefeet specify units specify units specify units specify units specify units specify units specify units specify units 4.2 Provide a narrative description of the facility's significant material in the space below. (See instructions for content requirements.) Containerized products i.e.totes,drums&bags of finished products&raw materials are stored in warehouses. Tanks have secondary containment structures and when stormwater is collected,it is either pumped to our permitted waste owater treatment system or collected in tanks for reuse back in process.A few containments are pumped to stormwater after a visual inspection and/or analytical testing.Some truck loading/unloading areas are exposed to stormwater but are managed similar to the tank secondary containments(WWT or collected for reuse).Nonhazardous waste and recycle collection containers are exposed to stormwater.There are a small mount of totes which are stored outside. a° The site also has a tanker parking area which is exposed to stormwater.Site has stormwater gate valves where applicable. See spreadsheet for a list of significant materials,disposal methods and best management practices. 4.3 Provide the location and a description of existing structural and non-structural control measures to reduce pollutants in stormwater runoff. See Instructions forspecificguidance.) Stormwater Treatment Codes Outfall from Number Control Measures and Treatment Exhibit 2F-1 list 001 Annual stormwater training,semi-annual inspection and sampling None Stormwater drain network to manage potential spills SWPPP,SPCC,monthly SPCC inspection or oil handling systems Secondary containment strutures for tanks,portable spill jobox. 002 Same as for outfall#001 None EPA Form 3510-2F(Revised 3-19) Page 2 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 SECTION •N STORMWATER DISCHARGES1 5.1 I certify under penalty of law that the outfall(s) covered by this application have been tested or evaluated for the presence of non-stormwater discharges. Moreover, I certify that the outfalls identified as having non-stormwater discharges are described in either an accompanying NPDES Form 2C, 2D, or 2E application. Name(print or type first and last name) Official title Jonna Stein Environmental,Health and Safety Manager Signature Date signed M 5.2 Provide the testing information requested in the table below. Outfall Onsite Drainage Points o Number Description of Testing Method Used Date(s)of Testing Directly Observed d During Test 001 TSS,COD,Total Copper, Total Zinc,pH and visual 11/01/2022 Outfall 001 0 001 Visual color/odor/clarity/floating solids/SS/foam/sheen, 11/01/2022 Outfall 001 0 z 002 No flow 11/01/2022 Outfall 002 SECTION . SIGNIFICANT LEAKS OR t CFR 122.26(c)(1)(i)(D)) 6.1 Describe any significant leaks or spills of toxic or hazardous pollutants in the last three years. .Q to 2019 no RQ spills 0 2020 no RQ spills 2 2021 no RQ spills.CT-87,EL2 was released onto the pavement but material stopped and collected before it reached the storm drains,soil or water. 2022 no RQ spills year to date. rn in SECTIONDISCHARGE INFORMATIONt See the instructions to determine the pollutants and parameters you are required to monitor and,in turn,the tables you must o com lete. Not all applicants need to complete each table. W 7.1 Is this a new source or new discharge? ,o ❑ Yes 4 See instructions regarding submission of No 4 See instructions regarding submission of d estimated data. actual data. Tables A,B,C,and D N 7.2 Have you completed Table A for each outfall? ❑✓ Yes ❑ No EPA Form 3510-2F(Revised 3-19) Page 3 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 7.3 Is the facility subject to an effluent limitation guideline(ELG)or effluent limitations in an NPDES permit for its process wastewater? 0 Yes ❑ No-+ SKIP to Item 7.5. 7.4 Have you completed Table B by providing quantitative data for those pollutants that are(1)limited either directly or indirectly in an ELG and/or(2)subject to effluent limitations in an NPDES permit for the facility's process wastewater? © Yes ❑ No 7.5 Do you know or have reason to believe any pollutants in Exhibit 2F-2 are present in the discharge? ❑✓ Yes I ❑ No-*SKIP to Item 7.7. 7.6 Have you listed all pollutants in Exhibit 2F-2 that you know or have reason to believe are present in the discharge and provided quantitative data or an explanation for those pollutants in Table C? ❑� Yes ❑ No 7.7 Do you qualify for a small business exemption under the criteria specified in the Instructions? ❑ Yes-SKIP to Item 7.18. ✓❑ No 7.8 Do you know or have reason to believe any pollutants in Exhibit 2F-3 are present in the discharge? ❑✓ Yes ❑ No -+ SKIP to Item 7,10. v 7.9 Have you listed all pollutants in Exhibit 2F-3 that you know or have reason to believe are present in the discharge in Table C? ❑✓ Yes ❑ No 0 7.10 Do you expect any of the pollutants in Exhibit 2F-3 to be discharged in concentrations of 10 ppb or greater? E ❑✓ Yes ❑ No-* SKIP to Item 7.12. 0 7.11 Have you provided quantitative data in Table C for those pollutants in Exhibit 2F-3 that you expect to be discharged in m concentrations of 10 ppb or greater? m U ❑✓ Yes ❑ No " 7.12 Do you expect acrolein,acrylonitrile,2,4-dinitrophenol,or 2-methyl-4,6-dinitrophenol to be discharged in concentrations of 100 ppb or greater? ❑ Yes ❑✓ No-* SKIP to Item 7.14. 7,13 Have you provided quantitative data in Table C for the pollutants identified in Item 7.12 that you expect to be discharged in concentrations of 100 ppb or greater? ❑ Yes ❑ No 7.14 Have you provided quantitative data or an explanation in Table C for pollutants you expect to be present in the discharge at concentrations less than 10 ppb(or less than 100 ppb for the pollutants identified in Item 7.12)? ❑✓ Yes ❑ No 7.15 Do you know or have reason to believe any pollutants in Exhibit 2F-4 are present in the discharge? ❑ Yes ❑✓ No 4 SKIP to Item 7.17. 7.16 Have you listed pollutants in Exhibit 2F-4 that you know or believe to be present in the discharge and provided an explanation in Table C? ❑ Yes ❑ No 7.17 Have you provided information for the storm event(s)sampled in Table D? ❑✓ Yes ❑ No EPA Form 3510-2F(Revised 3-99) Page 4 EPA Identification Number NPDES Permit Number Facility Name Fort Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040-0004 b Used or Manufactured Toxics 7.18 Is any pollutant listed on Exhibits 2F-2 through 2F-4 a substance or a component of a substance used or c manufactured as an intermediate or final product or byproduct? 0 c� ❑✓ Yes ❑ No 4 SKIP to Section 8. c o - 7.19 List the pollutants below,including TCDD if applicable. 0 1 Nitrate Nitrite 4.Aluminum 7. Arsenic a� 2 5 $Phosphorous Boron Chromium H 3 Sulfate 6. Manganese 9, Copper SECTION • • • ,1 8.1 Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on 2 any of your discharges or on a receiving water in relation to your discharge within the last three years? 0 c ❑✓ Yes ❑ No -+ SKIP to Section 9. v, 8.2 Identify the tests and their purposes below. ' Submitted to NPDES is Tests) Purpose of Test(s) Date Submitted x Permitting Authori ? 0 H Tc Chronic toxicity Comply with NC0006351 ❑✓ Yes ❑ No 04/29/2021 c Chronic toxicity Comply with NCO006351 ❑✓ Yes ❑ No 04/01/2021 0 m Chronic toxicity Comply with NC0006351 ❑✓ Yes ❑ No 08/05/2020 SECTION • -A •' • 1 9.1 Were any of the analyses reported in Section 7(on Tables A through C)performed by a contract laboratory or consulting firm? ✓❑ Yes ❑ No 4 SKIP to Section 10. 9.2 Provide information for each contract laboratory or consulting firm below. Laboratory Number 1 Laboratory Number 2 Laboratory Number 3 Name of laboratory/firm Pace Analytical Services LLC Venator Chemicals LLC o NC waste water certification# 12 NC Cert 526 0 Laboratory address N 9800 Kincey Ave 5910 Pharr Mill Road 21 cc Suite 100 Harrisburg,NC 28075 c Huntersville,NC 28078 Q o Phone number U (704)875-9092 (704)455-5181 Pollutant(s)analyzed BOD,metals, Metals,TSS,NH3-N, metals,pH EPA Form 3510-2F(Revised 3-19) Page 5 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03105119 NCD048467427 NCS000057 Venator Chemicals LLC OMB No.2040 0004 SECTION • I 10.1 In Column 1 below, mark the sections of Form 2F that you have completed and are submitting with your application For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that not all applicants are required to com lete all sections or provide attachments. Column 1 Column 2 ❑✓ Section 1 ❑ w/attachments(e.g.,responses for additional outfalls) ❑ Section 2 ❑ w/attachments ❑✓ Section 3 ❑✓ w/site drainage map ✓❑ Section 4 ❑✓ w/attachments ✓❑ Section 5 ❑ wl attachments c ❑✓ Section 6 ❑ w/attachments E ❑✓ Section 7 ❑ Table A ❑ w/small business exemption request o ❑ Table B ❑ w/analytical results as an attachment ❑✓ Table C ✓❑ Table D U ❑✓ Section 8 ❑ w/attachments v w ❑✓ Section 9 ❑ w/attachments(e.g.,responses for additional contact laboratories or firms) U ✓❑ Section 10 ❑ i.? 10.2 Certification Statement I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name(print or type first and last name) Official title \tv\, �. ��I�tSo 1te, fAQ.in R-1/ Signature l Date signe c� EPA Form 3510-217(Revised 3-19) Page 6 EPA Identification Number NPDES Permit Number Facility Name Cutfall Number Form Approved 03/05/19 NCD048467427 NC5000057 Venator Chemicals LLC 001 OMB No.2040-0004 TABLE A.CONVENTIONAL AND NON CONVENTIONALI 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 and re uirements. Maximum Daily Discharge Average Daily Discharge Source of (specify units) (specify units) Number of Storm Information Pollutant or Parameter Grab Sample Taken Grab Sample Taken (new sourcelnew Flow-Weighted Flow-Weighted Events Sampled During First During First dischargers only;use 30 Minutes Composite 30 Minutes Composite codes in instructions) 1. Oil and grease ND mg/ 1 2. Biochemical oxygen demand(BOD5) NA NA 3. Chemical oxygen demand(COD) 30.3 mg/I NA 1 4. Total suspended solids(TSS) 1 mg/1 1 mg/L 2 5. Total phosphorus 0.15 mg/I 1 6. Total Kjeldahl nitrogen(TKN) 0.79 mg/1 1 7. Total nitrogen(as N) 1.4 mg/I 1 pH(minimum) 7.1 1 8. pH(maximum) Sampling shall be conducted according to sufficiently sensitive test procedures(i.e., methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3) EPA Form 3510-2F(Revised 3-19) Page 7 This page intentionally left blank. EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC 001 OMB No.2040-0004 List each pollutant that is limited in an effluent limitation guideline(ELG)that 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. Maximum Daily Discharge Average Daily Discharge Source of (spec'fy units) (speci units) Number of Storm Information Pollutant and CAS Number(if available) Grab Sample Taken Grab Sample Taken (new source/new Composite During First FlC ed During First Flory-Weighted Events Sampled dischargers ony,use 30 Minutes Composite 30 Minutes Composite ) codes in instructions Total Suspended Solids 1 mg/L 1 mg/L 2 NH3-N 2.1 mg/L 0.4 mg/L 10 Arsenic 0.023 mg/L <0.010 mg/L 4 Total Chromium <0.010 mg/L <0.010 mg/L 4 Total Copper 1.145 mg/L 0.3 mg/L 4 i Total Selenium <0.010 mg/L <0.010 mg/L 4 Total Zinc 1.812 mg/L 0.8 mg/L 4 Total Lead <0.010 mg/L <0.010 mg/L 4 pH 8.3 7.8 10 Total Nickel <0.025 mg/L <0.025 mg/L i I Chronic Toxicity Pass Pass 3 5-BOD Non detect Non detect 2 I Per NPDES discharge permit NC0006351 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3). EPA Form 3510-2F(Revised 3-19) Page 9 This page intentionally left blank. EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19 NCD048467427 NCS000057 Venator Chemicals LLC 001 OMB No.2040-0004 TOXICTABLE C. POLLUTANTS, '!O 1 1 List each pollutant shown in Exhibits 2F-2,2F-3,and 2F-4 that you know or have reason to believe is present.Complete one table for each outfall.See the instructions for additional details and requirements. Maximum Daily Discharge Average Daily Discharge Source of (specunits (s units Number of Storm Information Pollutant and CAS Number(if available) Grab Sample Taken Grab Sample Taken (new sourcelnew During First Flow-Weighted During First Flow-Weighted Events Sampled dischargers only;use 30 Minutes Composite 30 Minutes Composite codes in instructions) I i Sampling shall be conducted according to sufficiently sensitive test procedures(i.e., methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I, subchapter N or 0. See instructions and 40 CFR 122.21(e)(3). EPA Form 3510-2F(Revised 3-19) Page 11 This page intentionally left blank. EPA Identification Number NPDES Permit Number Facility name Outfall Number Form Approved 03/05/19 NCD048467427 1: NC5000057 Venator Chemicals LLC 001 OMB No.2040-0004 TABLEI STORM EVENT INFORMATION1 Provide data for the storm event(s)that resulted in the maximum daily discharges for the flow-weighted composite sample. Number of Hours Between Total Rainfall During Maximum Flow Rate Duration of Storm Event Beginning of Storm Measured and Total Flow from Rain Event Date of Storm Event (in hours) Storm Event End of Previous Measurable Rain During Rain Event (in gallons or specify units) (in inches) Event (in gpm or specify units) Provide a description of the method of flow measurement or estimate. Flow is calculated based on acreage and runoff coefficient. EPA Form 3510-2F(Revised 3-19) Page 13 SUPPLEMENTAL INFORMATION REQUIRED FOR RENEWAL OF INDIVIDUAL NPDES STORMWATER PERMIT Two copies of each of the following shall accompany this submittal in order for the application to be considered complete: (Do not submit the site Stormwater Pollution Prevention Plan) Initials l. A current Site Map from the Stormwater Pollution Prevention Plan. The location of industrial activities (including storage of materials, disposal areas,process areas and loading and unloading areas), drainage structures, drainage areas for each outfall, building locations and impervious surfaces should be clearly noted. 2. A summary of Analytical Monitoring results during the term of the existing permit (if your pen-nit required analytical sampling). Do not submit individual lab reports. The summary can consist of a table including such items as outfall number, parameters sampled, lab results, date sampled, and storm event data. ` 7 3. A summary of the Visual Monitoring results. Do not submit individual monitoring reports. The summary can consist of a table including such items as outfall number, parameters surveyed, observations, and date monitoring conducted. 4. A summary of the Best Management Practices utilized at the permitted facility. Summary should consist of a short narrative description of each BMP's in place at the facility. If the implementation of any BMP's is planned, please include information on these BMP's. 5 5. A short narrative describing any significant changes in industrial activities at the permitted facility. Significant changes could include the addition or deletion of work processes, changes in material handling practices, changes in material storage practices, and/or changes in the raw materials used by the facility. 6. Certification of the development and implementation of a Stormwater Pollution Prevention Plan for the permitted facility(Sign and return attached form). If the final year analytical monitoring of the existing permit term has not been completed prior to filing the renewal submittal, then the last years monitoring results should be submitted within 30 days of receipt of the laboratory reports. (i.e. do not withhold renewal submittal waiting on lab results) STORMWATER POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION CERTIFICATION North Carolina Division of Energy, Mineral, and Land Resources— Stormwater Program Facility Name: Venator Chemicals LLC Permit Number: NGS000057 Location Address: 5910 Pharr MlllRoad Harrisburg,NC 20075 County: Cabarrus "I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) document and all attachments were developed and implemented under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information gathered is, to the best of my knowledge and belief, true, accurate and complete." And "I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP has been fully implemented at this facility location in accordance with the terms and conditions of the stormwater discharge permit." And "I am aware that there are significant penalties for falsifying information, including the possibility of fines and imprisonment for knowing violations." Sign (according to permit signatory requirements) and return this Certification. DO NOT SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION. Signature Date 12/12/2022 Kevin Robinson Site Manager Print or type name of person signing above Title SPPP Certification 10/13 Significant Materials (4.2) Outfall 1 Si Method of Treatment/Storage or Disposal Management Practices Main Drive #2 Fuel Oil offloading&dispensing Yes Used as fuel for site vehicles P trap piping and oil pig to collect any residual oil. Storage tank is double walled_. Boiler/cooling tower chemicals.Stored inside No Used in boilers or cooling towers Stored indoors in building 11 Nitrates filter cake roll off is covered and the No Disposed and nonhazardous landfill Covered roll off. Area drains to WWT. concrete area drains to WWT Lime slurry unloading drains to WWT. No Used for pH adjustment in waste treatment Area drains to and is treated in WWT Gantry (Magnesium Chloride) LG005 No Loading gantry area Stormwater valves in area can be diverted to the lined lagoon. Use 3 sided pallet to transport to minimize spills Chopped copper charging for CCN reactor Yes Chopped copper is raw material during transport. Spills of copper cleaned immediately_ Main drive truck scale containment Yes Can be pumped to stormwater or WWT depending on valve selection Tote storage near CT-004: T-104 stormwater totes Yes Material used back in the process Totes used back in process that can contain: Propiconazole NA NA NA Tebuconazole NA NA NA CETAC NA NA NA Castor oil NA NA NA UP50 (check constits) NA NA NA Tote storage aside of building 19, MCC E-19 to include a variety off spec copper based pesticide Yes Material is reused back in process or disposed of. Minimum number of totes stored. products, ammonium sulfate, Dblaze and other Drive 1 Unloading area drains main drive which has stormater Drive 1 loading drains to WWT(inorganic nitrates, Yes Tanker loading area. gate valves that can be diverted to the lined lagoon in acetates) the event of a spill or release. Tank has secondary containment. Unloading area d Copper nitrate Yes Raw material used in the process rains to main drive which has stormater gate valves that can be diverted to the lined lagoon in the event of a spill or release. Drive 2 Significant Materials(4.2) Outfall 1 SigMat Method of Treatment/Storage or Disposal Management Practices Tanker truck unloading& loading drains to WWT Unloading area has secondary containment which'Unloading area has secondary containment which can and includes: No can be pumped to WWT be pumped to WWT Nitric acid NA NA NA Magnesium hydroxide NA NA NA Sodium hydroxide NA NA NA Acetic acid NA NA NA Hydrochloric acid NA NA NA Aqueous ammonia (<19%) NA NA NA Calcium Nitrate NA NA NA Drive 3 DBlaze (Diammonium phosphate) fire retardant Yes stormwater Secondary containment.Visuals inspection the secondary containment pit pumped to stormwater if, pumped to stormwater Secondary containment that is pumped to tank Chromated copper arsenate No Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to stormwater Secondary containment that is pumped to tank ACQs(copper based pesticide products) No 'Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to stormwater Secondary containment that is pumped to tank Arsenic acid No Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to stormwater Secondary containment that is pumped to tank Sulfuric acid No Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to stormwater Secondary containment that is pumped to tank Dblaze fire retardant (Diammonium phosphate) No Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to stormwater Secondary containment that is pumped to tank Ammonium sulfate No Reuse back in process or collection for disposal. storage for reuse back in the process. No discharge to stormwater Drive 4 Hydrogen Peroxide truck unloading No Area drains to WWT Area is paved and storm drains go to WWT Phosphoric acid truck unloading No Area drains to WWT Area is paved and storm drains go to WWT Application Form 2F Attachments Significant Materials(4.2) Outfall 1 SigMat Method of Treatment/Storage or Disposal Management Practices Miscellaneous container(totes or drums) of No Area drains to WWT Minimize amount of containers stored in this area pesticide products that could be empty or full Back Drive Normal truck traffic Yes Sheet flow to stormwater Stormwater gate valves in case of spill. Spill kits. Use 3 sided pallet to transport copper to minimize Forklift traffic carrying bags of chopped copper, Yes Sheet flow to stormwater spills during transport. Spills of chopped or scrap bales of scrap copper and totes of various materials. copper cleaned immediately Trash dumpsters (regular plant trash) Yes Non haz disposal Covered 8 yard containers. Containers picked up routinely. Some storage of totes in area adjacent to trash Yes Sheet flow to stormwater Minimize storage in this area. Stormwater gate valves dumpsters in case of spills.Spill kits. Triple rinsed crushed chrome drum roll off Yes Scrap metal recycling Drums are triple rinsed and crushed prior to placement in roll off. Area Behind Building 230&231 ACQ filter roll off storage Yes Nonhaz disposal Covered roll off Empty totes storage Yes Tote recycling Totes and drums are minimized and are generally picked up once per week. Tanker Parking Drainage Swale with gate valves that go to lined Finished goods storage in tanker trucks (center aisle) No Shipped off site to customers lagoon.Valves are normally open to stormwater but can be closed in the event of a spill.Area is part of site security rounds Empty tanker parking (outer perimeter) Yes Tankers staged prior to filling for customer orders Area is part of site security round. Inventory conducted daily. Boneyard Some material stored under roof other equipment is Storage of misc. tanks and equipment Yes On site storage not. Equipment is drained and cleaned prior to storage. ACQ Truck Scale Tanker loading area drains to secondary 'Stormwater is diverted away from tanker loading area via a stormwater system. Stormwater valves can ACQs (copper based pesticide products) No containment and is collected for off site nonhaz be closed or diverted to secondary containment. Spill disposal kits in area. Application Form 2F Attachments Significant Materials (4.2) Outfall 1 SigMat Method of Treatment/Storage or Disposal Management Practices Tanker loading area drains to secondary Stormwater is diverted away from tanker loading Ecolife No containment and is collected for off site nonhaz area via a stormwater system. Stormwater valves can disposal be closed or diverted to secondary containment.Spill kits in area. ACQ Raw Material Off Loading Wax No Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is managed in the WWT treatment system. maintained in the area. Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is Castor Oil No managed in the WWT treatment system. maintained in the area. Monoethanola mine No Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is managed in the WWT treatment system. maintained in the area. CETAC No Unloading area drains to the lined lagoon and is Off loading is attended by operators. Spill kit is managed in the WWT treatment system. maintained in the area. Textile Plant(No longer in Operation) Area was cleaned and pressure washed. Sample were Magnesium Chloride Yes stormwater pulled and analyzed prior to discharge. Additional samples pulled on a intermittent basis Railside Track Pans ACQ Tank FarmTrack Pan No Non hazardous disposal off site Track pans drain to tank farm secondary containment pit and are collected for off site disposal LG010 and LG012 Track Pans No Drain to WWT On site WWT MRD LG009, LG013, LG014 (Nitrates) No Drain to WWT On site WWT GG-011 (CCA) No Reuse back in process Dedicated secondary containment that is pumped to tank storage for reuse back in process Application Form 2F Attachments Supplemental Information Venator Chemicals LLC NCS000057 December 14,2022 Supplemental Information Item No.4 Best Management Practices Utilized at the Facility Because Venator is a chemical manufacturer, most of the facility "Best Management Practices(BMPs) revolve around the concept of minimizing chemical contact with stormwater. In that effort,Venator uses the following BMPs. • Indoor warehouse storage of containerized raw materials and finished goods. • Tank storage with secondary containment structures and redundant level indication • Railside track pans that drain to WWT or secondary containment structures. • Some tank farms have roof structures to minimize stormwater generation. • Site drainage system that routes stormwater away from process areas where practical. • Stormwater drainage system which allows management of stormwater to the stormwater outfalls,the emergency spill lagoon (Lagoon#1) or to the facility waste treatment system and minimizes erosion. • For the inorganic production area (nitrates, nitrites, and acetates)storm waters are routed to the Site's permitted wastewater treatment system which is managed via the Site's NPDES discharge permit NC0006351. • Pesticide manufacturing tank storage areas have dedicated secondary containments and stormwaters are collected and stored in tanks for reuse back in the production process. • Preventative maintenance programs to ensure equipment is in good order and minimize chemical exposure to Stormwater via equipment or piping malfunctions. • Tanker truck, railcar, and hose inspection programs. • Tanker parking area is slopped to a concrete drainage swale that is routed to emergency spill lagoon (lined lagoon) • Curbing and rip rap to minimize sheet flow. ■ Stormwater gate valves on certain drains which can be closed in the event of a spill or release. • Use of covered roll offs for storage of nonhaz or recycle materials where practical. • Oil water separators to collect oil from air compressor systems to eliminate oil contamination to stormwater • Operator attendance for loading and unloading activities. • Operating procedures and operator training. • Spill kits at loading/unloading areas and mobile spill kit for larger events. • Semi-annual inspection of catch basins, secondary containment structures • Monthly SPCCC inspection of oil storage areas and spill kits. • Annual stormwater and SPCC training. • Copper handling and management program. • Site does not meet the requirement for on site vehicle maintenance>55 gal/day average of motor oil per month. Supplemental Information Item No. 5 Significant Changes In Industrial Activity • The textile plant which produced Magnesium Chloride solution has been idled.The storage tanks are empty and the secondary containment pit has been cleaned out via pressure washing. Stormwater from this area is being analyzed and inspected and discharged. Table A NCD048467427 NCS00057 Venator Chemicals LLC Outfall 002 Grab Sample Number of Storm Events Oil &Grease ND mg/l 1 Chemical Oxygen Demand (COD) ND mg/I 1 Total Suspended Solids(TSS) 5.8 mg/l 1 Total Phosphorous ND mg/I 1 Total Kjeldahl nitrogen (TKN) 0.64 mg/I 1 Total Nitrogen (as N) 0.8 1 p H 6.9 1 Table C Maximum Daily Average Daily Discharge Discharge Pollutant and Grab Flow Grab Flow Number of Source of Exhibit Outfall Weighted Weighted Storm Events Reason Could Be Present CAS# Sample Composite Sample Composite Sampled Information 2F-2 001 Fecal coliform 6200 11/22/2021 3491 9 (CFU/100 ml) 2 F-2 001 Nitrate-nitrite Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2 F-2 001 Phosphorous Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. Not tested. Materials containing these elements 2F-2 001 Sulfate (mg/L) are produced, handled or stored in the area. 2 F-2 001 Aluminum Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. Not tested. Materials containing these elements 2F-2 001 Boron (mg/L) are produced, handled or stored in the area. 2 F-2 001 Magnesium Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2F-2 001 Mang)nese 0.305 3/25/2020 0.016 9 2F-2 002 Fecal coliform 9500 10/16/2019 4861 9 (CFU/100 ml) 2F-2 002 mil)nese 0.0241 11/22/2021 0.013 9 Page 1 of 2 Table C Maximum Daily Average Daily Discharge Discharge Flow Flow Number of Pollutant and Grab Grab Source of Exhibit Outfall CAS# Sample Weighted Sample Weighted Storm Events Information Reason Could Be Present Composite Composite Sampled 2F-3 001 Arsenic(mg/L) 0.032 7/6/2011 0.0245 10 2F-3 001 Chromium Not tested. Materials containing these elements (mg/L) are produced, handled or stored in the area. 2F-3 001 Copper(mg/L) 0.063 5/12/2016 0.039 9 2F-3 001 Zinc (mg/L) 0.169 5/24/2022 0.100 9 2F-3 002 Copper(mg/L) 0.234 3/25/2020 0.054 8 2F-3 002 Zinc(mg/L) 0.105 3/12/2018 0.075 8 2F-3 002 Arsenic(mg/L) 0.0528 5/17/2010 0.00945 9 Page 2 of 2 Table D Total Rain Number of Hours Between Outfall Date of Duration of , During Event Beginning of Storm Measured Maximum Flow Rate Total Flow From Rain � Storm Event Storm Event and End of Previous Measurable During Rain Event Event(MG) (inches) Rain Event 001 12/15/2_2 _ 29 1.05 405 302 0.62 001 11/1/2022 45 0.3 91 60 _ 0.18 001 5/24/2022 64 0.25 405 40 _ 0.15 001 11/22/2021 10 _ 0.24 241 202 0.14_ 001 _3/25/2020 40 1.16 106 302 0.70 001 10/16/2019 74 0.63 713 80_ 0.37 0.01 3/12/2018 24 0.53 114 201 _ _ _ 0.31_ 001 5/12/2016 28 0.42 _ 266 151 0.24 001 7/6/2011 102 0.06 138 5 0.04 001 5/17/2010 20 0.48 133 202 0.27 002 12/15/22 29 1.05 405 12 0.62 _ 002 11/1/2022 45 0.3 91 2 0.18 _002 5/24/2022 64 _ 0.25 405 1.6 _ _0.15 002 11/22/2021 10_ 0.24 241 _ 8_ 0.14_ 002 3/25/2020 40 1.16 106 12 0.70 002 10/16/2019 74 0.63 713 3 0.37 002 3/12/2018 24 0.53 114 8 0.31 002 5/12/2016 _ 28 0.42 266 6 0.24 002 7/6/2011 102 0.06 138 0.2 0.04 002 5/17/2010 20 0.48 133 8 0.27 Page 1 of 1 Visual Results Date _ 11/1/22 5/24/22 11/22/21 5/12/21 8/31/20 3/25/20 11 10/16/19 2/20/19 8/2/18 3/12/18 9/12/17 ! 4/24/17 12/6/16 5/17/16 12/15/22 Outfall001 y clear to clear to ~i Light Light Light Light Light Light Light light Light Color light Clear light Light brown light brown Light brown brown brown brown brown brown brown brown brown brown yellow amber Odor None None None None None None None None None None None None None None None Clarity 1 1 2 2 3 2 2 2 2 _ 2 3 3 2 1 Floating Solids 1 1 1 1 1 Suspended Solids 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 Foam No No No No No No No Yes No No No No No No No Sheen No N'o No No I No No No No No No No No No No No Erosion or Deposition No No No No No No No No No No No No No No No small amount Other NA NA NA NA NA NA NA of foamNA NA NA NA NA NA NA accumulated around edge Outfall 002 clear to Light Light Light Light Light clear/light clear/light Color light brown brown brown Clear Clear Clear brown brown Clear brown brown Clear amber Odor None None None None None None None None None None None None None Clarity 1 2 2 2 1 1 1 2 2 1 2 1 1 Floating Solids 1 1 1 1 1 1 1 1 1 1 1 1 1 Suspended Solids 1 1 1 1 1 1 1 1 1 1 1 1 1 Foam No —No No No No No No No No No No No No Sheen No No No No No No No No No No No No No Erosion or Deposition _ No No No No No No No No No No No _ Nooff No Other No flow No flow NA NA NA NA NA NA NA NA NA NA NA NA NA -n I TI i � fn xt � Z � � O T -i � � C� -1 -0 (n O Z —1'� O -n -i � � o —i -o'cn (o o a (o 0 o v c, — o o — CD 0 0 0 .i] CO = y 0 0 0 _ (o 0 0 0 0 cn = (o v m i .D v 3 �_ 0 d Ro CL) w v W:0 cn 3 o v v go v p cn 3 (7 C7 N p n n N =Ic. -U CD `Tj Z (7 : C7 N iim `Tj Z G7 n n N a 0. 0'D o!f_ O -0 _ (C :T 7 (D O N n 7. 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RAILSIDE COLLECTION SUMP. USA/ UNDERGROUND STORMWATER TO WWT VIA LINED LAGOON ❑ OF R.R. TIE ELEV. oo{}b° bop❑ WW2. BETWEEN T-95 & T-50 (HYDROXIDE SUMP) PLATE TO SEAL 0;o WW3. S.S. SUMP AT DRIVE #2 STORM WATER LINES TO RIVER TOP OF C.B. oko WW4. BOILER ROOM SUMP 6" FLEX DRAIN WW5. LAB BASEMENT ROOM SUMP UNDERGROUND STORMWATER SPILL KITS LINE W/CATCH BASIN 8"D.I. PIPE D E TA3 ' LOADING AREA eI II NEW FRENCH DRAIN AT 18 DRAIN TO 1© EXIST 12 RCP EDGE OF ASPHALT CUT LOADING DOCK BACK 0 PROCESS 20'X12' TRACK PANS TO DRAIN ❑ SW TRENCH UNDER TRACK TO 10 INTO TANK FARM CONTAINMENT ❑ 24"X36" CATCH BASIN W/T.F. ROOF DRAINS SWAIL DITCH TO RIVER 2712" RCP TO PRODUCTION A20 DRAT I FROM ACQ GROUND 8g 2-PLACES D E TA 5 D E TA 4 (SECTION VIEW) 12" RCP & NEW CATCH BASIN CATCH BASIN LISTING IN WGATE VALVE INFOR ISOLATION FRENCH DRAIN GOES TO LINED LAGOON (SECTION VIEW) DETAIL #6 LOCATION 1. BACK ROAD SOUTHWEST OF LIME SILO 2. BACK OF S-8 BY BLOWER SHED 3. NORTH OF S-8 AT LOADING DOCK 4. ACROSS DRIVE NORTH OF S-8 OUTFALL #2 6. EMPLOYEE PARKINGI CLOSE ITOA SOUTH BUILDING 1 WALL OYEE PARKING 4- d- EMERGENCY SHUTOFF VALVE 7. EMPLOYEE PARKING IN MAIN WALKWAY IN FRONT OF MANAGERS TRAILER x�x x x x x x xxx xxx xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx xxx x x x xxxxx x xxxxxx x x x xxxxxx_xxx ❑ 8. MANAGERS TRAILER UNDER STAIRS x x 9. WOOD ROLL OFF AT S-8 (SOUTH END) SCALE#4 �+ 10. SOUTH END OF S-8 AT DOCK ACROSS FROM HANDICAP PARKING N2 TANK TRUCK SCALE TS-004 GRAVEL ROAD ❑ 28D 27 SDMP PUMP G-°04 0 8B 11. HANDICAP PARKING OUTSIDE OF ACCOUNTING TRAILER (BUILDING 6) All PP 1 �❑ "° -324 P-328 25 2 �331HLDG i-332 -333613. MAIN DOCK AT PALLET TRAILER i �]� T-322 T-323 T-324 ❑3 301 ❑ LG-008 x VALVE ® CATCH BASIN T-4O6 T-405 CZ / x x x x- 14A. MAIN DOCK STAIRS TO STORMWATER SYSTEM) T TORMWATER (RIVER) 1. T-320 T-321 T-325 T-327 T-329 T-330 T-331 T-333 T-335 T-3 7 x � + +� x x 14B. MAIN DOCK STAIRS TO LINED LAGOON) ❑ a LG-m6 PLG ,5 � 12 /+ +� i*max/X 15. LIME SLURRY PIT GATE �X 16. MGoH TANK SUMP AND COVERED SUMP c ��x 17. 2 DRIVEWAY TWO SUMPS T EOM Z BACK TO PROCESS 24 + # G-m0 18 OP231 G-014 LG-013 LGG- 2 18. 198 MCC ROOM ❑ LG-O„ GONGRETEPAD o GONGRETEDOCK ❑215 19. BEHIND ACQ PLANT G N6 -! F-306 20. RIVER DRAIN AT TEXTILE PLANT 306 F-302 n WM-520 O PB-406 CONC WI-510 MCC E-3 M HE_ HE-324 OUT OFSERVCE o mo g DC 25❑ 0 13 21. 198 GRAVITY TANK COVERED S 61 Q�H6 'p ram. MCC E-30 ° P-314 T-523 WM-'21 N BM-250 N PB-405 N SDG3°° ° SDMP MGGE-,5 DC-147 22. 2 OXYGEN TANKS AT DRIVE 4 \ 10 QVP-225 n LL HLDG I6 �\ AW ti w P-32 P 324 -3,3 T-,65 BLDG 2B -147 "' ° ❑ ® 23. OUTSIDE T-252/T-253 CONTAINMENT t� u' tJ TRANSFER - �,, HLDG 37 HLDG 38 BLDG 17 3 BLDG 15 9 BLDG I wxn cL�� SWITCH R-305 R-306 T-309 T-310 T-14 149 DC-142 T-166 s-261 3o DOCK 1 DOCK 2 P_,°0 A-31 _6 T_,52 5° d9 _145DG_43 P-261 oAG-215B 24. SIDE ENTRANCE #4 WAREHOUSE F% 0 ❑ 30 Po143 Po142 P-166 AC-115 'N'A2 �-55 4� ' 3 25. 2 SMALL DRAINS END OF #2 DRIVEWAY 39 10 0 0 T-226 HE HE-2 0 -304 P-3o7 151 R DQ R R D-2,8® �_261 0 AC-217A 0 t 0 AC0 T-307 225 44 143 142 wao TRANSFORMER oi10 0= T-5 T-151 H HE-57A gyp. F-307 a ❑ ❑ �G 3 P_,42 P-,57G 10 26. MAIN DRVEWAY SCALE TRENCH DRAIN bT-73 4 27. ACQ TANK FARM ROOF DRAINS .A c04 A-303 A-3040� P-241B DG 31_ NI3 AIR D-g m R 40 R CEIVER T-241A0 -236 i� 234p�R RECEIVER \y\ 5p 4o FI oToR B 0 - o FLOW O F-145B H_40 o S-57A p� CT-00 S R-301 R-302 P-241 321 P-2 212 141 -219 r n J LL P18N7A T312T2 T241 A-3mA-302 AIR A-31 A-31 ODRYER 9 140 57 T-185 T-181 P- T-51 R-85 6 FILTER ABO320 fOM. T-145 T-128 + P-3„ P-31 AC-322 o IAIR P-157 P-,25 P-,27o P- 28B. ACQ TANK FARM SCALE �G°3 21 HB_001 27 ❑ e -20D -95 095 �a50 P-25❑E 99NS P-3 P_e❑a4 0 28C. ACQ TANK FARM DRAIN CLEAN OUT BASIN x ANTI-FOAM T-138 -137 -136 o( � 06 -53 z P-20 ❑ 11 _aMPooW � ER 28D. ACQ TANK FARM DRAIN CLEAN OUT BASIN eLOc ❑ ❑h0 4H o�k BLDG 25 a CT-320 92 93 R-59 IS _ - D°°K o 0 29. TANKER PARKING k CHILLER BLDG. - FILTER ❑ AIR 16 �TQ°a OFFICE m mma CT-020 FH o k� T-270 -1 A-92 A-93 ,d. d m° T-94 R-58 NIS .V BLDG P-270 T-„6 u BACK UP 30. TANKER PARKING �g OM S�}89 n ,35 T-134 f T-133 0 ❑ T-117 T-123 T-87 EE DETAIL T'86 0 m, GENERATOR4 BLDG 39 \ CHILLER CLJ32 V BLnG BAG HEi369 ° _,79 19 T13 w'N3 P87 :2 a 6N'S Po6A � o 31. SW CORNER OF BUILDING 230 (W/ EMERGENCY SHUTOFF) 20'X12' TRACK PANS TO DRAIN o P-,23o P-16T-,61A 6,B o 96� 99+ 29 -39o&T,.}9 HEM-394A 0 HB-386 T-120 T 220 P-96 A-99 pm O REWAER .99 I� T-45 32. BACK DRIVE BETWEEN #5 WAREHOUSE AND LAGOON + T-159 PUMP BLDG T-122 a°T-178 E" FN-111 ❑ ❑ P-22 Pi FIREWATER TANK O °�o° �9 5-192 INTO TANK FARM CONTAINMENT M°° m o T-394� G-°6 S 390 T-'°° a 33. BACK DRIVE BETWEEN #5 WAREHOUSE AND LAGOON \\} E-18 _ ' O T-112 T-111 O P-221 T-221 T-47 9 P-19 P-19 °o o m°om❑o °; OP-„0 17 �PA)C a� P-57B HE192A BLDIGE7 34. BACK DRIVE BETWEEN 5 WAREHOUSE AND LAGOON 22 LG-002 - T-13 BLDG 6 398 "' T-98 _ P-S7D #T-"' (� P-2, P-113B 0 35. STORMWATER GATE VALVE DRAIN AT BACK DRIVE HM-397 AIRo R-36a PUMP BLDG 4 Q t P�1 4 107An °a ❑ ❑ _ n P-21�F 0 q� g T-,os Ps7 ' P-22 T os "``-�1 N2 TA K6 =� BLDG 22 LG-0°, LG_001E-203 20 0�° PLAT RM P 2m T-056 _0036 ® w oT-°03 36. STORMWATER GATE VALVE DRAIN AT BACK DRIVE +\ -,22 S_2BL_203 �❑ 9 T 37. FRENCH DRAIN AT BUILDING 231 ❑ P-207203 T-107 T-105 S21T-29 T-28 SEPTICS ARAT P-003ABLDG 7 P-2°' TAGK ° ❑ P-66 _ BLDG 11 ANK STATION38. DRAIN AT FUEL PUMP 390 T-391 LOCKER HLDG HLDG P-1o2 202 R 0moP 216 219 P-2510 o S-2 ❑ ❑ d 114 P MP n' i-68 R-65 R-66 O T-188 ❑ D S ❑ \+ AR-501 P-253o HE-HE 102 AIR P-31 \ LOCKER RM. T-253 T-252 R-136 -17 T-104 O PUMP O ❑ 39A. MAIN DRIVE DRAIN TO LINED LAGOON WASTE ❑ 39B. MAIN DRIVE DRAIN TO LINED LAGOON } O O IIT1 173 _ LG-005 - T-31 FUEL PUMP \+ P-136� -1690 T-171 �g173 25 � 15 TREATMENT 07, ❑ ❑ 39C. MAIN DRIVE DRAIN TO LINED LAGOON \ } STANK VL 33 s ❑ 26 39G EE DETAIL1 38 ❑� 39D. MAIN DRIVE DRAIN TO LINED LAGOON J Q V 33 \+ CARBON DIOXIDE q�330 O 23 39E. MAIN DRIVE DRAIN TO LINED LAGOON +. REFLIIGQUIDTED *� TRUCK SCALE TS-002 39E �\ 39F. MAIN DRIVE DRAIN TO LINED LAGOON ❑36 /` 0 39F +_,6, ���3 39B �`"°"' 39C 39D �5 M°°E-4 39G. MAIN DRIVE DRAIN TO LINED LAGOON \} /❑TY - \ PAD LAH N.C. BLDG 005 + a PIT� .. N.O. O • • N2 TANK `❑ USW P-004 I K -WELL HOUSE W-3 CT-004 Po14 +\+ x T-329 N.C. \+ I BLDG 5B \+\ I T 326 + O MCC E-2 L FRENCH DRAIN \ + 35 SEPTIC +\ 24 z MAINTENANCE HUII.DING TANK BLDG 4 +\ HB CTRIC QI LIFT STATION + 3 FI ELL R LINED LAGOON AIR 0 RECEIVER LAB ADDITION STORMWATER DRAIN TO 20 \+\ _ GREENHOUSE BLDG 40 BLDG 41 + ABSORBENT PALLET M YELLOW HANDLE - SCREW CLOCKWISE \�\x -74 o F-74 BLDG 23' GPAD TO PLUG TEE INTO STORM DRAIN LINE \+ -" -x ❑ x 37 \ DOCK 4 BLDG 230 x zx ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ENGINEERING 1 2 3 4 5 6 7 8 9 10 11 12 13 BLDG 101 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 FRENCH DRAIN FRENCH DRAIN {\ LOU DSTORAGE x� \\ 30 GRAVEL N TWO-WAY TRAFFlC 0 LOADED TANKER PARKING TO STORM WATER \*\ 34 = 6 6 9 20 21 22 23 24 25 26 27 26 29 30 31 DETAIL #2 \ + Q ASPHALT -r J ws ms m ms 0 k 31 29 N.C. EMERGENCY SHUT-OFF VALVE ❑ ._ DIRECT TO LA OR RIVER N.O. /} STORAGE CYLINDER � �k 32 33 ASPHALT TO SW TRENCH ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 CURB AT T-95 P GRAVEL ROAD GRAVEL ROAD EMERGENCY SHUT-OFF VALVE SUMP OVERFLOW TO STORMWATER PREVIOUSLY WAS DWG DRAIN-2008 NORMAL OPERATING EVE REVISED PER CEP-1883 05/24/15 WLM PFZ 4" CPVC REVISED PER CEP-1878 12/05/14 WLM PFZ VENATOR �o DRAWING UPDATES 08/05/11 WLM JS PRE-CAST CONCRETE SUMP NOTES: DRAWING UPDATES 03/19/10 TBC JS HARRISBURG, NORTH CAROLINA s REV PER 2007 SITE SURVEY 2 14 08 ATJ JS 1.) 198 COOLING TOWER BLOWDOWN IS / / PIPED TO WASTE WATER LINE. 2.) 1 1/2" HOSE CONNECTIONS TO PUMP PIT WATER 4 UPDATED DRAWING 12/15/22 DCM TF C S MASTER SITE PLAN STORM DRAIN FROM ROOF DRAINAGE WASTE WATER FROM LOADING DOCK 1 TO EITHER STORM OR WASTE WATER SYSTEMS. SEE DETAIL 3 REV NEAR TANK FARM 8/6/21 AJG PZ , 1 TO BOILER BLOWDOWN PIT 12' RCP 3.) OLD TRUCK SCALE DRAINS HAVE BEEN PLUGGED. DETAIL � 2 UPDATED BACKGROUND 3/7/19 AJG TF 8c UNDERGROUND STORM WATER 1 AS PER COMMENTS (D.C.) 11/17/001 DSW HH MRD CAD NO. SC (SIDE VIEW) ALE / D ATE BOILER ROOM SUMP DETAIL 1 REV DWG NO 5/23/17 AJG 1"=50' 1 01 95 PROJECT N0. DRAWING NUMBER REV. N0. REVISIONS DATE BY CKD. ❑ TE G - 0 - D R N - 0 0 - 1 14 1 21 31 41 51 6 1 7 1 8 1 9 1 10 ill 1 A 131 141 151 161 1 A 1 H 191 201 211 221 2,31 241 251 261 271 281 291 30 A PLANT NORTH TRUE NORTH B C OUTFALL #2 4- EMERGENCY SHUTOFF VALVE x TRUCKSSCALEMTB-004 x x x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x�A�L Ra�x—x—x—x—x—x—x—x—x—x—x—x D CALE F LG-004 0 \ \+ I PP P2 MPS -324 P-J28 �P 325 P-33 -l3 \ d i a T 1-328 9OIGi-322 332 1-334 _335 1336 + /+ T-405 i-404 T-320- T-321 i-325 T-32] i-329 i-330 T-331 i-333 T-J35 i-33I O NIS + + +\ */*/*max +� +\ + GATE a4z BACK TO PROCESS 18 Q°-231 LAG-014 LG-013 LO---009 gmg LG-010 =C-011 CONCRETE PAD CONCRETE DOCK pC_21 M1-36 ,p 19 -306 F F�302 ui , W 520 In_I �1 _ H CONC m0 _ ry NI DC-252 51 l f`J 1 C SHUTOFF -324 OUi 6 BERMCE T 'I(C'7il T-111 -5 MAIN GAS N BLDG 3O0 o SUMP MCC E-15 DC-147 rr t\ ❑ P-324 BLDG 28 214J T-148 i-14] rOEl 8 8 G O 1 O ,$ P-32 P-313 T-165 0 0 SW1iCH ER R-305 1-30fi i-309 i-310 i-I4 �jg9p DC-14 T-I66 5®261 \ 6�� t,9T U" 3 A-305 A-306 P-308 A-31 i-6 i-152 i-150 0 149 DC-25 DC-43 P-2610 A 5 � # 0 T-226 V➢_.3Ljp g3P-1142 P-166 HE-261 R-JO -304 P-� 151 o R oa HE R R D-218® m o 5 O O ADD F-307 T-30J i-OB i-31 0- T-5 i-151 j'$'(, 2 M-261 TRANSFORMER o � O LDG 34 225 as 41� 143 142 \ A-303 A-3C4 31 1AO t R CEIMER i-241A0 P-236 a o34F NO S-5IA R-4O 5 \* �° cT-oDJ 4a* R-3pI Rapz oiER P241� AACB--332IIt v P-2ag -14A1 AI l 1 P--n122 19s �a 0 0 P- 51 RSI - P J_ eLpc 1332 T242- T-241 POCK A-3'2 A ARY P-212 H 4 -war A c 0 R-85 22 5P-1Q5] _0? GU HB-001 \+\N ANT-FOAM BO ■ O O O ova o R 5 P 3 - I m P 022. 11 T-138 i-13] i-136 I uu BLDG 25 CT-320 R-9 O -9 4B �T-191°i' DOCK � x�w k CHILLER BLDG. - OFFICE m FH o �k IV u� O L J P- A-9 A-93 mO T-94 m> 0 06 —]BACK UP 1}y \k\k C111LLER Cu32 S 89 i-135 T-134 T-133 i-118 T-II] T-12} i N �PLLo6A F� m r�.o r GENERATOR 6 G 39 OAT 99 m } } HLDG P-123 o G p=16 R-96 T-99 \+ 20 -3906T-92 O o Hfi-386� i-120 d N I i-161A T-1618 0 2 -96 a R-19� - 1 111 T-159 FIREWATEA i-399 HI�394A \+ FIREWATER TANK PUMP BLOC O nFu„�, / n T-122 - E' o D o I FN-110 i-100 ��'e2 H MCC m u�T-394 op. �1 _ P 19 P °F OO \+\ E 18 O n0� 9 m �❑ m j i � T-112 i-itl / O _ � FI p P 110 O i-13 R- B 0t HE 5IA _ 0 � x. / T-J3 T-8] T-98 5J -5]� B G 8 } HM-397 AIR BLDG 24 e P-�2 4 _ \ \+ PUMP -2 0] T- -10]a/ T 106 F-67 Dd „FPw 36 i m i-003 \} HM-#6 2 - F�5 LG-D01 /� 203 6 o d - �l.d E-20 P 20] �P 2TACK oT-tOJ dlT-10ARATIXt202 -1282" S-2 2° 1 O OT-114 M T-68 R-65 R-66 a i-188 _ TANK LI STA \ + AR-5D1 P 25}o HE-202 tD2 O P- \} T-253 T-252 R-1 1T -tJ T-1JI O -173 g173 104 / P _ FUEL PUMP O \\ \ J + TA \+ %IDE n-330 \+ U 00 \+\ ,. + h T-I6]� \ "/ EMPTY BAD N. c + N ❑ �+ U cb • mN2 TANK I \+\ P=DD4 s �1 BE } ci-opa t� K +� t SEPTC iaNK \t\ EC NFT STATION LAB t\ Fl EE ADDITI BL t\ GREENHOUSE DG t BLDG 41� \t� T 4 L 3 ONC t � O F 4 PAD TO GATE \ T-)7 1 O O O O O O O O O O O O O t\ 1 2 3 4 5 6 J 8 9 10 11 12 13 1 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0 A +\t C4tplEL Txro_wAr 1RAFFIG M tLOADED TANKER AKIN \t 1 1 4 2 WOODS o IB BLUE (UNDERGROUND STORMWATER LINES) }/ N /} A RED (TO LINED LAGOON ) 5 8 1 1 GRAVEL ROAD _ GRAVEL WAD EMERGENCY SHUT—OFF VALVE O SWAIL DITCH P TO RIVER IF CLEAN IF NOT BACK TO PROCESS TO WASTE WATER TREATMENT (WWT) Q PREVIOUSLY WAS DWG DRAIN-2008-2 TO STORMWATER IF CLEAN, 0 REV DWG NO 5/23/17 AJG TF TO RIVER IF CLEAN IF NOT BACK TO WWT IF NOT, BACK TO WWT REVISED, ADDED CLASSIFICATION 10/26/16 AJG TF VENATOR AS DRAWN 08/04/11 WLM JS R AS DRAWN 03/19/10 TBC JS HARRISBURG, NORTH CAROLINA TO PROCESS GRASS CONTINGENCY PLAN REVISIONS 08/14/09 TBC JS AS-BUILT PER 2006 09/19/06 DSW JS CSI MASTER SITE PLAN 4 REVISED SPILL KIT LOCATIONS 06/23/05 DSW TR ROOF DRAINAGE, WASTE WATER SITEPLAN 2004 UPDATE 5/13/04 DSW TR S UNDER ROOF STORM-DRAIN TO RIVER TO STORMWATER SITEPLAN 2002 UPDATE 10/23/02 DSW HH 8c UNDERGROUND STORM WATER 2 UPDATED DRAWING 1/3/23 DCM TF MRD CAD NO. NSCALE ONE 1/01 E 1 UPDATED BACKGROUND 3/7/19 AJG TF 95 PROJECT NO. DRAWING NUMBER REV, NO. REVISIONS DATE BY CKD. S TE G - 0 - D R N - 0 0 - 2 12 T 1 21 31 41 51 6 1 7 1 8 1 9 1 101 ill 121 1 ,31 141 151 161 171 181 191 201 211 221 231 241 251 261 271 28 1 29 1 30 PLANT NORTH TRUE NORTH A �f-xxxxxxxxxxxxxx-xxxxxxxxxxxxxxxx-xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx-xxxxxxxxxx-xxxxxxxxx-xx-xxx xx + SCALE q4 GRAVEL ROAD 0 TRUCK SCALE TS-004 'F /+ G SUMP PUMP �LG-004 T-324 T-326 T- PP- I �u P-324 -32 P 325 P-33 P-33 +\ i T-322 a T-323 - T-326 BLDG C T-332 T-334 _335 T-336 T-405 OT-.4 + fixxxxxxxxxxxxx—xxxxxxxxxxxxz ory0eM T-321 T-325 T-327 T-329 1130 T-331 T-333 T-335 T-337 x x i LG-016 PLG-015 x 5� E�V9 + GATE \+ /.q/x/ C ��OMG�OON O I LG-010 LG-011 CONCRETE PAD b 0 ' oP-z31 }S � � LG-012 LG-014 LG-013 LG-009 CONCRETE DOCK AC-215 n t�06 N P-306 F F-302 v`�i WM-520 O PB-406 MAIN GAS \ n P-302 HE_ CONIC m0 DC-252❑ W1-510 0 MCC E-3 PB-405 v HE-324 OUT OF SERVICE T O i-1 u�3 SHUTOFF >q 62 p,36 MCC E-30 - -o P-314 T-523 WM-521 NkH BM-251 w BLDG 300 =o SUMP MCC E-15 �p_ DC-147 ,,❑ 4 i HLDG 16 \ BLDG 28 _ O D ❑ P-3 P-24 P-313 T-165 147 T-148 T-14 _ BLDG 37 BLDG 36 BLDG 17 BLDG 15 TRANSFER T 166 03 DOCK 1 DOCK 2 S J SWITCH R-305 R-306 T-309 T-310 T-14 �^ DC-142 6 5-261 i BLDG 1 \ 5pV O T -2 ❑AC-2156 SCALE 3 A-305 A-306 P-308 A 31 T-6 T-152 T-150 a 149 DC-25 DC-43 P-261 0 0 � � n 0 0 T-226 VPHE4� P-142 HE-261 0 1 4 � WI-55 D 1 Po143= P-166 AC-215 f\ P,3 Oo� p P0�g10 R-303 -304 P-O P-151 R �$)'$'(_ R R D-218® O Q AC-217A N o NJ All T-307 T-308 T-31 �{ FN-261 HE-17A t TRANSFORMER �� T_5 T-151 LDC 34 0 225 144 143 142 wdo a 0 O P`Re F-307 VP 1142 C �a P-157C y, �dl A-303 A-304 -31 O P-241B G 31 NIS AIR 40 ❑ o o� �R CEIVER T-241A� P-236 40VERO RECEIVER D_g J S-57A _ y\ 4 FI o10 R 0 -141 P-219 a FLOW �� O F-145g P 1 1 DOCK T-49 Po51 R57 0 00 CT-003 R-301 R-302 P-241 -321 P_21goq Da o OOn PUMP DCR-237� OS 25 O 28 O R 2� BLDG 13 T-12 T-24z T-241 F-1asA 0 p A-302 AIR O O P- 0 -212 -140 T-184 pp P-24 TWO-WAY TRAFFIC A-31 A-31 DRYER AI -129 57 T-185 T-181 O P-�28 T-51 R/-8�5 R ° AB-320 DMP. T-145 a T-128 T-Sp P-49 T-254 O P O57A LL E \} C7 - GOMP P-157 P-95A � ) - P-311 a P-31 AC-322 AI P-125 P-127= T-200 T-95 P-50 HE-59 NIS P-85�/ .y HB-001 �0 O P, Q HI-59 NIS T-84 1 71 T-127 O fm _�fI -9,55E P-254C P-3 P-84 \k\ AN BLDG AMO C T-138 T-137 T-136 T-121 1J D �� o Qa aU -2 T-206 P-206 O. Q R-53 z xa P-020 —nuv ooxx T�Uq�R N RAN k\k k 4 BLDG 25 CT-320 fj�F73 T-27 R92 O oR FHCHILLER BLDG. �OO FILTER AIR rn0 CT-020BLDG G 6 Po270 T-118 A-92 A-93 RECEIVER T-94 R-51 NIS BACK UP OM '1133 T-117 T-123 — T_g7 T-186 o a2E �\ � /JJ P-,�g NI$g GENERATORHILLER ACu32 P-87 8C�286i1I5 Po96A Ii BLDC 39 89 T-119 T-113 R-96 T-99 7 T-199 m a \ BLDG P-123= P-161 0 q HB-386 T-120 0 4 T-45 P-96 • A-99 0 \ FIREWATER =0 n T-161A T-161B T-220 - 5-192 + T-99 H-394A �6 -96 a R-190 T-159 PUMP BLDG T-3 E, o FN-110 P- + FIREWATER TANK Oa X T-122 T-178 y O O o P-�20 MCC a, \�� LG-006 5-39� T-100 p_jg p_1g Extau,,a _ < a T-112 T-111 o P-221 T-221 T-47 g Oo \ ITmo�, FF��P-1,0 `//�\I�P B P-S7B OFFICE \ \ O• mO V^ ❑ Of O a0 o LJ - A HE-192A Ai LG-002 ��""LLLfPIDI 333TTT (o 1T_73 57 HE-S7A BLDC 6 T_39 T-177 O T-73 T-67^T-983R/�BJ p-27 P-00 HM-397 AIR O a a ■ P-7 o T-222 R-36 PUMP BLDG 24 P-�L 4 T-106 oa o P-22 P-21 0 T-08 T-107A o F-67 T-205 O_36O S-578 I �� T-003 \\ HM-396 'E BLDG 22 T-207 HE-203 Fyn +\+ 1 LG-007 ■a T-122 LG 001 2 i LJBL-203 -20 i0 PLATFORM WE1 T-O56 L7'i T-223 • HE-36° o ® VENT d dd E-201 P-003A \\ \} MCC OO -324 T-251 P 207 =P-20ACK o0 T-107 T-1 DS 5-201 = T-29 T-28 SEPARATOR SEPTIC BLDG 7 P-10 � 202 On a P-188= + ❑ T-390 To391 LOCKER RM. 6G H 9G 1 v7 P 207 AIR O O BLDG 1 m TANK LIFT STATION \ o S 2 2° CJ 114 PUMP T-68 R-65 R-66 D-5 P- P-253= o• V T-188 \+ AR-501 P-253= HE-202 � P 31 O LOCKER RM. R-136 17 oa R-102 AIR -173 PUMP LG-005 T-30 -1 FUEL PUMP ® WASTE \ G 173 +\L T 171 g TREATMENT P-13 i6 171 J�--J( �\ SEPTIC VZ-33 5 \+ TANK QOF:OV-330 \+\ CARBON DIOADEq-330 +\ REFRIGQUIDATED /*O TRUCK SCALE TS-002 �* MCC E_4 �+ \p T_167��L x LAB +\ /* EMPTY P=29 BLDG 005 +�+ K ❑ H P-004 m WELL HOUSE W-3 Po14 \ I T-329 x i BLDG 5B \ 326 f\ -- x---- 0 o f\ T-34 +\ ❑ SEPTIC MAINTENANCE BUILDING TANK BLDG 4 \f\ ELECTRIC 4 O ■ LIFT STATION HB-384 TOTE R\ H 'A\ FILLER `AIR O RECEIVER � LAB ADDITION GREENHOUSE BLDG 40 f BLDG 41 -74 BLDG 231 CONC ❑ \+ O F-74 PAD TO GATE f\ /�\7 DOCK 4 —xxxx�z A O O O O O O O O O O O O O BLDG 230 .A ENGINEERING 1 2 3 4 5 6 7 8 9 10 11 12 13 \ .. ., .. .. BLDG 101 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 f \ LOCKED STORAGE x f\ GRAVEL K f rno-war TRAFFIC LOADED TANKER PARKING of ❑❑DE \f\ 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 f\ � 11 OOOOOOOOOOOOOOOO f ASPHALT L O� NIS S + STORAGE CYLINDER ASPHALT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 M GRAVEL ROAD GRAVEL ROAD SOr, R / ' SPIKK SUPPLIES LISTING N ve o WOODED A T-003 CRUEL ❑IL) AA CCA L❑ADING DRIVE 3 AG TOTE STORAGE A MAIN DOCK 1 - (ONE DRUM WITH PADS AND ABSORBENT PIGS) WOODED �, VA1ER \� /2\\ LINED LAG❑❑N /B\\ CCA PR❑DUCTI❑N /6\1\ CAGE BEHIND MCC E-12 AT MAIN B. NORTH END & S❑UTH END S-8 BLDG 1 (TWO DRUMS WITH ABS❑RBANT PADS AND PIGS) -� W❑❑DED C, SPILL SUPPLIES BLDG. #17 (ABSORBENT CLAY, SHOVELS, SQUEEGEES & DRUM SPILL KIT) DIR_i 2A T-328, T-329 Ac QC LAB POEMS A BEHIND MCC E-12 0 WOODED WOODED GRASSY (FIBERGLASS T❑ LINED LAG❑N) D. SPILL KIT #3 DRIVEWAY (ENE DRUM WITH CLAY ABS❑RBENT PADS AND PIGS) FIELD E. #4 WAREHOUSE BLDG. 231 (CLAY ABS❑RBENT , PADS, PIGS) 3 CLOSED LANDFILL # 3 D TRUCK L❑ADING/UNL❑ADING DUMPSTER AT EC❑LIRE BLDG 24 �\ GRASSYL/ R. TEXTILE PLANT BLDG, 42 (ONE DRUM WITH A DRAIN BLANKET & PALLET ❑R ABSORBENT) WOODED\ ` 4 WOODED /4\\ CL❑SED LANDFILL # 2 DI DECK 1 TRUCK L❑ADING/UNL❑ADING G4 ACQ APR❑N G ACQ TANK FARM (SH❑VELS AND A PALLET OF ABS❑RBENT) V\ T'SF�O AACQ TANK FARM H MAINTAINENCE SHOP, BLDG 4 (ONE DRUM WITH PIGS AND PADS) P 5 CLOSED LANDFILL # 4 DECK 2 TRUCK LOADING/UNLOADING Cry RAW MATERIAL UNL❑ADING I ACQ (SPILL KIT DRUM) �I�Z,p 6� # 5 SETTLING P❑ND DRIVE 1 TRUCK L❑ADING/UNL❑ADING G D DRIVE 4 J, 198 AT MCC AT RAILSIDE O' HAZ WASTE CENTRAL TANKS REGULATED AS K. YOBILE SPILL KIT #5 SET � 7 DRIVE 2 TRUCK LOADING/UNLOADING POND � AgyJO ACCUMULATOR AREA ❑IL C❑NTAINING MATERIALS PREVIOUSLY WAS DWG SP—H�/SA—Ol Q WOODED ���" �� /8\ N❑NHAZ FILTERCAKE A DRIVE 3 TRUCK L❑ADING/UNL❑ADING O ACQ WASTE ROLL-OFF A DRIVE 4 TRUCK L❑ADING/UNL❑ADING VENATOR A EMPTY C❑NTAINERS FOR RECYCLE DOCK 4 TRUCK L❑ADING/UNL❑ADING R WOODED HARK SBURG, NORTH CAROL NA A USED ❑IL FOR RECYCLING A TEXTILE TRUCK SCALE ASATELITES L❑CATI❑N A SIRE PUMP ❑IU A ACQ TRUCK SCALE 4 UPDATED DRAWING 12/19/22 DCM TF SITE PLAN A90- DAY STORAGE UPDATED BACKGROUND 3 7 19 AJG TF 0 L/HAZ SAT/CENTRAL ACCUMULATION S 14 TRIOXIDE UNLOADING � MAINTENANCE AREAS / / AOTHER N❑N HAZ CONTINGENCY PLAN REVISIONS 08/14/09 TBC JS OTHER STORAGE ARSENIC ACID PLANT 1 REVISED PER 12/07 SITE SURVEY 02/20/08 ATJ JS MRD CAD NO.ASCALE DATE ❑IL STORAGE PRELIMINARY 01/09/03 DSW TR 1"=50'-0" 11/02/94 PROJECT NO. DRAWING NUMBER REV. N0. REVISIONS DATE BY CKD. 437 , G - 0 - H W S A - 0 0 I `T T 1 2 3 4 5 6 7 8 9 101 111 121 1 ,31 141 151 161 171 181 191 201 211 221 231 24 25 26 271 28 1 29 1 30 - `. `� . • � — .ti A .+ ■ r • ` _ - t - Quad Harrisburg/Concord SE `�'+` r- -` N ' r NCO113126 NCO113426 '� Leo : = Receiving Stream Rocky River 12654/S02 [126521SQ1] . , co [ ] . _ - Stream Class C. �- — r~ j�.P apt ''� --- B fn z SubBasin Yadkin Pee-Dee ■. �► up 1 •• I _ • • • 1 • � R yY V Discharge Type Latitude Longitude o � I � I I o I I I � t ■�� � t`, •I r•� `_� ,• n� � .��_. ii t � � �1 ' I r r ��• O u tf a I I # 35 9 5 .216 N 80 37 25.807 W / O u tf a I I #2 350 19' 56.❑87" N 80" 37' 38.615" W • - r '! ' _ �- �, ':, • : ,, / ;; Legend D Legal Boundary of Facility PIP V l '' 1 Mile Offset Public Water Supply Water Sources E AruQ f �: cC = r ■• - Aru Non-potable Water Supply Well River Flow Direction s _ ow 7r _ = x Solid Waste Management Units F �� `, _ ■ • ���ya��a �� • ���� :... LIGHT �.: -- ' ', .- Potential Further Action PFA RESIDENTIAL —� _� INDUST IA � _ - �^ No Further Action (NFA) • : _ �� Stormwater Outfalls w f _- G O u tf a l l #2 IL � `-- ► 6CP _ Latitude: 35' 19' 56.087" N Longitude: 80 37 38.015 W �� _� �. • ; 44y 40 p i � '' _ _ ■ T�` . l 9'"�' j - �. '� ,■�� —� � f,' • fit_ `:_ ■ �� - r '� Notes � • =•s ■..�.-- Public Water Supply locations provided b I . ,.- •• -• . * ■ ,� ,. �, NC One Map. RESID E NTIA ► r. �'" -. ,� General Land Use from Harrisburg and �= �. I _- ' Cabarrus County Zoning Data AGRICULTURE = � •,• _ f ti i � - � r�' '"" Coordinates extracted using ArcMap. ! E sue' + ..• ■ f �i • lit �.- ' i ► 1 I 1 ! ' • ■■ a.+� ■ • a■ t f t �.� 40?' • • - CDIVAIIE.RCIAL • , d• �.f r _ r1rnca + r.•1r5� ► r • M C 1. �r autfall #1 o If r' ' ►�`� i i `' f � ry .1 r—• r - tR 1 J 51.216'9 Latitude: 35" 1 " N �- J r o .. - RESIDENTIA 4 it ■ Longitude: 80 37 25.807 W t�6t •,� , �- ��, - _ - M of �� = L. ■ - Exhibit 1 -3 RESIDENTIAL __ - - ' � :.• a -L � -, - ---�� - ■ ti TZ-5-f _ -�=� J * NCQ113214 _f Site Topographic Map _ �, r [12761JSQ2] / � it � `:, r¢ f : . ; + ., ;� L_ �- Venator Facility N 1 r �- . '"• - � .. �� . . : - EPA Facility I .D. 048 467 427 NCO113214 ■- 'v � � 5919 Pharr Mill Road Road OFFICE ��, . ,� [127�o15Q1] ------ _ 10s :, Harrisburg, NC o - �r NCO113221 CQ113221 ,1 y �� 0 1:24,000 1 Inch = 2,000 feet yQ - 4r / 12774/SQ� F r Z - m �� * �� [127731SQ1] �` r s I [ f�s.•' r _ \ '. I a . 1 ►► �$ Environmental Resources Management o ,000 2,000 3,000 - - . ., �f -�► . K uj Feet c .� - '��' " / NCOT131125 NCO113025 www.erm.com _ - _ .- D [735831513]'.�[735821512] ERM P Source: Copyright:©2013 National Geographic Society, i-cubed USA Topo Map Layer provided by ESRI. Coordinate System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet Q VENATOOR 5910 PHARR MILL RD. R HARRISBURG, N . C. 28075 SITE TOPOGRAPHIC MAP EXHIBIT 1 - 3 VEN ATOR FACILITY S DRAWN BY SCALE DATE 0 ISSUED FOR AS-BUILT 1/4/23 D C M TF DCM NONE 1/4/23 ORIG CEP NO DRAWING NUMBER REV. N0. REVISIONS DATE By CKD. G— 0— TOP 0— 0 0— 5 0 T 11 21 3 4 5 6 7 8 1 9 1 101 111 121 1 ,31 141 151 161 171 181 191 201 211 221 23 271 28 1 29 1 30 A 0 m G Q B W • Z ` . Legend 44 f: ' [] Legal Boundary of Site Stormwater Flow Impervious Surface E L Pervious Surface a ` Flow Zone 0 w Q Outfall #1 .- F �:.-� Outfall #2 A Stormwater O u tfa l is CD Nf'lve� •-:� r Drainage Area (Total) : .,�f . =S 2,019,145 sq ft ,,,{ 44.57 acres I I '•` Outfall #1 N i Area: 1 ,941 ,555 s ft 44.57 acres] ] Pervious: 1 ,535,363 s .25 acres •fit, �_.�. � �;:..�, # ��� q ft [35 l Q ., Impervious: 406,192 sq ft [9.32 acres] i -26.4% impervious `v Outfall #2 � Area: 77,590 sq ft [1 .78 acres] J Pervious: 70,430 sq ft [1 .62 acres] Impervious: 7,159 sq ft [0.16 acres] CD -9.9% impervious x 2 K CD c� Q z o u tfa I I #2 Latitude: 350 19' 56.087" N N Longitude: 800 37' 38.015" W L m 0 N M U Exhibit 4-1 Impervious Surface Map 0 Venator Facility N v EPA Facility I.D. 048 467 427 Outfall #1 Latitude: 35° 19' 51.216" N 5910 Pharr Mill Road Road Lj Longitude: 80' 37' 25.807" W Harrisburg, NC o 0 1 :2,400 1 inch = 200 feet U) 0 0 100 200 300 Environmental Resources Management 7- W Feet www.erm.com RM LLI P Source: Copyright:©2013 National Geographic Society, i-cubed Coordinate System: NA❑ 1983 StatePlane North Carolina FIPS 3200 Feet NC 4neMap, NC Center for Geographic Information and Analysis, NC 911 Board USA Topo Map Layer provided by ESRI. Q VENATOR 5910 PHARR MILL RD. R HARRISBURG, N . C. 28075 IMPERVIOUS SURFACE MAP EXHIBIT 4-1 VENATOR FACILITY S DRAWN BY SCALE DATE 0 ISSUED FOR AS—BUILT 1/4/23 D C M TF DCM NONE 1/4/23 ORIG CEP NO DRAWING NUMBER REV. N0. REVISIONS DATE BY CKD. G— 0— TOP 0— 0 0— 6 0 T Young, Brianna A From: Gigante, Matthew J Sent: Monday, November 21, 2022 12:15 PM To: Khan, Zahid Cc: Leonard, Shannon Subject: Venator Chemicals NCS000057 Attachments: NCS000057_I nspection_20221109.pdf Attached is my inspection for Venator Chemicals. Since permit expiration,Venator has continued monitoring per permit and no concerns were noted at the time of the inspection with the facility or the outfalls. Matt Gigante Environmental Senior Specialist Land Quality Section, Mooresville Regional Office Division of Energy, Mineral and Land Resources North Carolina Department of Environmental Quality Phone: 704-235-2149 Email: matthew.gigante(a)ncdenr.gov 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115 =- -_-�-Nothing Cowpares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 Compliance Inspection Report Permit:NCS000057 Effective: 05/01/12 Expiration: 04/30/17 Owner: Venator Chemicals LLC SOC: Effective: Expiration: Facility: Venator Chemicals, LLC County: Cabarrus 5919 Pharr Mill Rd Region: Mooresville Harrisburg NC 28075 Contact Person:Jonna A Stein Title: Phone: 704-455-4171 Directions to Facility: System Classifications: SWNC, Primary ORC: Certification: Phone: Secondary ORC(s): On-Site Representative(s): Related Permits: Inspection Date: 11/09/2022 Entry Time 01:35PM Exit Time: 02:50PM Primary Inspector:Matthew J Gigante Phone: 704-663-1699 Secondary Inspector(s): Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Stormwater Discharge, Individual Facility Status: Compliant ❑ Not Compliant Question Areas: Storm Water (See attachment summary) Page 1 of 3 Permit: NCS000057 Owner-Facility:Venator Chemicals LLC Inspection Date: 11/09/2022 Inspection Type:Compliance Evaluation Reason for Visit: Routine Inspection Summary: During the inspection, the stormwater pollution prevention plan was present with all sections up to date. Analytical monitoring and qualitative monitoring data was present and being conducted per permit requirements. All outfalls were observed on site with no visible issues at the time of the inspection. Page 2 of 3 Permit: NCS000057 Owner-Facility:Venator Chemicals LLC Inspection Date: 11/09/2022 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"? ❑ ❑ ❑ #Does the Plan include a detailed site map including outfall locations and drainage areas? ❑ ❑ ❑ #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? 0 ❑ ❑ ❑ #Does the Plan include a list of Responsible Party(s)? 0 ❑ ❑ ❑ # Is the Plan reviewed and updated annually? 0 ❑ ❑ ❑ #Does the Plan include a Stormwater Facility Inspection Program? 0 ❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? 0 ❑ ❑ ❑ Comment: The stormwater pollution prevention plan was present with all sections up to date. Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring? 0 ❑ ❑ ❑ Comment: Qualitative monitoring data was present and being conducted per permit requirements. Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑ #Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ 0 ❑ Comment: Analytical monitoring data was present and being conducted per permit requirements. Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑ #Were all outfalls observed during the inspection? ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑ #Has the facility evaluated all illicit(non stormwater)discharges? 0 ❑ ❑ ❑ Comment: All outfalls on site were observed with no visible issues at the time of the inspection. Page 3 of 3 F'T 3 1 2016 rs- 401 LUFFER—PERmiTriNG CS1 CHEMICAL.SPECIALTIES,INC - October 27, 2016 Mr. Bradley Bennett Supervisor Stormwater Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: NPDES Stormwater Permit Coverage Renewal Chemical Specialties, Inc Permit Number: NCS000057 Dear- Mr. Bennett: C:-mical Specialties, Inc. (CSI) is submitting the attached supplemental information for renewal of an incividual National Pollutant Discharge Elimination System (NPDES) stormwater permit. Included in this r,zckage are two copies of the following: Site maps: SP-000-01, Drain 2008, Drain 2008-2 Summary of Analytical Monitoring results Summary of Visual Monitoring results Summary of Best Managment Practices Signifiant changes in industrial activities Certification of the development and implementation of a Stormwater Pollution Prevention Plan X—rg with this permit renewal package, CSl respectfully requests a reevaluation of the current i-e>)chmark values for copper and zinc. An extensive effort has been made to reduce the discharge %",kjes of these two parameters. CSI has implemented both physical Best Management Practices (BMPs) and procedural BMPs, however, sample results remain variable for both. Due to the large quantity of galvanized roofing and chain link fence, as well as tire dust from fork trucks and tanker trailers, zinc is uhinuitously present throughout our facility. Based on historical empirical data, the implementation of various BMPs during the previous nine year period did not correlate to any decreases in the discharge values for copper or zinc. CSI's Stormwater discharges are into the Rocky River in the Yadkin-Pee Dee river basin via Outfall #1 and Outfall #2. PO Box 1330 • 5910 Pharr Mill Road • Harrisburg, NC 28075 • 704-455-5181 Main Fax 704-455-6507 • Purchasing and Transportation Fax 704-455-5987 Lab Fax 704-455-1123 •Accounting and PoleCare Fax 704-455-1940 Engineering Fax 704-454-5348 Currently,there are not any established TDMLs for copper and zinc in this part of the Yadkin-PeeDee river basin. The Rocky River(stream index 13-17)is designated a Class C waterway. Previous water samples collected by CSI from the Rocky River indicate higher values for copper and zinc upstream of our facility than downstream. In efforts to achieve continuous compliance with our stormwater discharge permit and to prevent any quantitative water quality exceedances, CSI would like to request an increase of the copper benchmark value to 150 micrograms per liter and 300 micrograms per liter for zinc. If you have any questions or need additional information, please contact me at (704)455-4171. Sincerely, Jeffrey Bruening EHS Manager Supplemental Information Chemical Specialties Inc NCS000057 Supplemental Information Item No. 4 Best Management Practices Utilized at the Facility Because CSI is a chemical manufacturer, most of the facility Best Management Practices (BMP) revolve around the concept of minimizing chemical contact with stormwater. In that effort, the CSI facility uses the following BMPs: • Indoor storage of product and raw materials where practical. • Redundant tank level indication. • Indoor& outdoor tank storage has secondary containment. • Inorganic secondary containment stormwater goes to WWT system. • Wood preservative secondary containment stormwater is collected and returned to the operating process. • Preventative maintenance to minimize leaks and drippages from the piping systems. • Tanker, railcar and hose inspection program. • Full tanker parking area drains to a lined spill lagoon which is part of the WWT system. • Concrete paved driveways sloped to catch basins which are piped to lined spill lagoon which is part of WWT system. • Series of stormwater system drains to minimize erosion. • Series of stormwater gate valves to divert stormwater from river in the event of a spill. • Curbing and riprap to minimize impact of sheet flow. • Railside track pans. • No on-site maintenance of trucks or vehicles. • Curbing along the south side of driveway to contain potential tanker leaks/spills. • Nonhaz waste minimization program decreased waste generation from 48 tons to 12 tons/year due to recycling effort and less waste such as raw material product storage bags was placed in dumpsters. • Oil water separators to collect oil from air compressors to eliminate possible oil contamination to stormwater. • Written operating procedures and operator training. • Spill kits with drain blankets. • Semi-annual inspection of secondary containments and stormwater collection drains and production areas. • Annual employee stromwater training. • Copper handling and management program. Please find attached a table indicating materials manufactured, handled or stored and the associated BMP for each specific product. This table is intended to comply Item #4 on the Supplemental Information Checklist. 1 Supplemental Information Chemical Specialties Inc NCS000057 Supplemental Information Item No. 5 Changes in Industrial Activity In order to minimize stormwater exposure to copper, CSI is now receiving approximately 80 percent of our copper in "chopped" form and transported in super sacks. CSI believes the implementation of this Best Management Practice (BMP)will significantly reduce stormwater copper exposure. CSI continues to be a chemical manufacturer that produces inorganic products for industrial and agricultural applications and wood preservatives. Inorganics include metal nitrates such as calcium, magnesium, aluminum, manganese, copper, lithium and zinc. Metal chlorides including aluminum, magnesium, zinc and manganese are also produced. Other products produced by the inorganic branch of the business also include metal acetates, such as magnesium, lithium and zinc. While product mix does vary, the product offering in this product line has remained relatively constant since the last permit issuance. Organic biodegradables manufactured include organic biocide, alkaline copper quaternary (ACQ), chromated copper arsenate (CCA), DBlaze fire retardant(phosphor-ammonium boron compound) and water repellants (wax based products). While these products have been manufactured or handled at the facility for many years the wood preservative industry has transitioned from metal based chemistries to organic based chemistries based on biodegradable biocides called ITAs or chloroisothiazolinones. Hence the volumes of CCA and arsenic acid are minimal with the launch of the new organic products. The production of these organic based products includes the storage and handling of new organic chemicals including; castor oil and derivatives, emulsifiers and the organic pesticides Imidicloprid and Tebuconazole. CSI has discontinued handling the following organic based products since issuance of the previous Stormwater permit: Dowanol, Tergitol andTexanol. 2 Supplemental Information Required for a Renewal of Individual Stormwater Permit BIVIP Summary Chemical Specialties Inc. NCS000057 Material Storage Location Usage Qty Stored BMPs Utilized Arsenic trioxide bags Indoor Waste Bags washed 3 times. Material stored indoors. Stored outside and under roof. Equip. is deconed prior to Abandoned equipment Used equipment/Bone yard NA Varies storage. New storage shed in bone yard(2009)to minimize contact with rain and major equipment cleanup. Stored outside in tanks w/ secondary containment. Acetic Acid Indoor&outdoor tanks Raw Material 40,000 Ibs Stormwater back to process. Containment repairs made in October of 2010 during scrubber installation. Main production areas/storage ACQ under roof with secondary Tank farm that is under roof Product <500,000 Ibs containment. High volume of tankers transported across site. Stormwater back to process. Ammonia 19% Raw Tanks have secondary (ammonium hydroxide) Outside tank storage Material 90,000 Ibs containment. Stormwater back to process. 1 Material Storage Location Usage Qty Stored BMPs Utilized Stored inside in drums, used Antifoam(silicone) Indoor& minimal outdoor Raw <100,000 Ibs outside in areas w/secondary Material containment.Small vol. transferred. Indoor&outdoor some rocess Stored outside in tanks under ( p Product <1,000,000 roof w/seconds containment. Arsenic acid tanks not under roof) Ibs ry All stormwater back to process. Stored outside in silos within Arsenic Trioxide Indoor&Outdoor Raw <1,000,000 containment. Bags stored Material lbs indoors.All stormwater back to process. Boric acid Indoor&outdoor Raw Stored inside. Only in small Material 70,000 Ibs volumes outside. Stored outside in tanks but Carbon Dioxide Raw mat'l/indoor&outdoor Raw 60,000 Ibs becomes gas at ambient temp Material and pressure Stored outside in new tank CCA <1,000,000 w/containment and level (60%) Indoor&outdoor Product Ibs indication. All stormwater back to process. Chromic acid Indoor Raw < 500,000 Ibs Stored inside in drums Material Copper Ammonium Outdoor Product 575000 Ibs Stored outside in tanks w/ , Carbonate(Compsol) secondary containment.All 2 Material Storage Location Usage Oty Stored BMPs Utilized Stored outside in tanks Copper Count N Indoor&outdoor Product <99,000 Ibs w/secondary containment. Small (Copper Ammonium consumer commodities stored Acetate) inside.All SW back to process. Raw 120,000 Ibs Stored indoors at all times. Copper metal Indoor Material Rinse filters prior to disposal to minimize chemical content. Use hard topped covered roll-offs to Copper wastes Indoor&outdoor Waste 30,000 lbs. minimize contact with rain. Only empty totes are stored outdoors. Routine inspection by operations. D-blaze Stored outside in tanks w/ Outdoor Product 100,000 Ibs secondary containment. Stormwater back to process. Filter media (diatomaceous earth, Indoor&minimal outside(spill kits) Raw 60,000 Ibs Stored indoors. Spill kits covered clay) Material w/plastic Fuel Oil <10,000 gal Stored outside in double wall Fuel oil Outdoor tank. 3 Material Storage Location Usage Oty Stored BMPs Utilized Stored outside in silos. Hydrated. Hydrated lime & Outdoor&minimal indoor storage Raw Hydrated lime area drains to Calcium Hydroxide solid of bags Material 350,000 Ibs WWT Unloading procedure in place Stored outside in tanks Hydrochloric Acid Outdoor Raw 300,000 Ibs w/secondary containment Material structure.All captured SW to WWT. Hydrogen Peroxide Outside Raw <100 000 Ibs Tank has secondary Material containment. Imidacloprid& Indoor Raw 50,000 Ibs Stored indoors. Tebuconazole Material Tank has secondary Magnesium Hydroxide Outdoor Raw Material 850,000 Ibs containment. Stormwater to WWT. Reactors controlled with weigh Metal Acetates(Mg, Li cells and PLC. Outside area &Zn) Indoor&outdoor Product 180,000 Ibs sloped to drains.All stormwater drains to WWT system.Totes stored indoors. Operator training. Metal Carbonates(Cu, Indoor Raw <100,000 Ibs Stored inside in containers. Li, Mn, Na) material 4 Material Storage Location Usage Qty Stored BMPs Utilized Reactors controlled with weigh cells and PLC. Outside area Metal Chlorides(Al, Mg, sloped to drains All stormwater Zn, &Mn) Indoor&outdoor Product 900,000 Ibs drains to WWT system.Totes stored indoors. Operator training. Reactors controlled with weigh cells and PLC. Outside area Metal Nitrates(Ca, Mg, sloped to drains All stormwater AI, Mn, Cu, Li, &Zn) Indoor&outdoor Product 1,670,000 Ibs drains to WWT system.Totes stored indoors.Operator training. Secondary containment for tanks. Containers stored inside.Zinc Metal Oxides(Cu, Al, Raw oxide empty raw material bags Mg, &Zn) Indoor Material 1,060,000 Ibs are placed in plastic bags prior to disposal in com acter. Stored in tank farm under roof Monoethanol-amine Indoor&outdoor Raw Material <1000000 Ibs with secondary containment. Collected water goes back to process. Tank has level indicator and Nitric Acid Indoor&outdoor Raw 500,000 Ibs secondary containment. Material Stormwater goes to WWT. Bulk storage tanks under roof Raw with secondary containment. Oils and waxes(linseed, Indoor and outdoor Material <100,000 Ibs Most production indoors.Some mw-2,castor, pine) & containers stored inside but used Products outside in areas with secondary containment. Oxygen outdoor Raw 65,000 Ibs Stored outside in tank but Material becomes gas at ambient temp. 5 V Material Storage Location Usage Qty Stored BMPs Utilized Raw Stored outside in tank with Phosphoric Acid outdoor Material 80,000 lbs secondary containment. Stormwater goes to WWT. Raw Outside storage is in tank farm Quaternary Ammonium Material that is under roof with secondary Compounds(Q-50C,Q- Indoor and Outdoor <1000,000 lbs containment.Collected water 5097, CTAC) & goes back to process.Smaller Product containers stored indoors. Outdoor Stored outside in tanks, all Sodium Hydroxide Material <100,000 lbs stormwater goes to WWT s stem. Raw Bulk storage in indoor tanks (Isothiazolinones or Material <500,000 lbs w/containment. Process area ITAs) Indoor &Prod. indoors. Timber rubbish&debris Waste material/indoor (PPE&misc.debris) Waste 24,000 lbs. Stored indoor in containers. Timbersaver Indoor Product <100,000 lbs Stored inside Bulk transfers have ceased. Ultrawood Indoor&outdoor Product <100,000 lbs Product is only transferred to totes indoors. Most pallets on recycle trailer. Some stored outside. Prod. Wood pallets Recycled indoor(trailer)&outdoor Waste Multiple contamination minimal. Pallets decon'd prior to recycling. 6 STORMWATER POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION CERTIFICATION North Carolina Division of Energy, Mineral, and Land Resources -Stormwater Permitting Facility Name: Chemical Specialties Incorporated Permit Number: NCS000057 Location Address: 5910 Pharr Mill Rd Harrisburg, NC 28075 County: Cabarrus "I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) document and all attachments were developed and implemented under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information gathered is, to the best of my knowledge and belief, true, accurate and complete." And "I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP has been fully implemented at this facility location in accordance with the terms and conditions of the stormwater discharge permit." And "I am aware that there are significant penalties for falsifying information, including the possibility of fines and imprisonment for knowing violations." Sign (according to permit signatory requirements) and return this Certification. DO NOT SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION. Signature Date �0T71�f° Shawn Turner Site Manager Print or type name of person signing above Title SPPP Certification 10/13 1 21 31 41 51 6 1 7 1 8 1 9 11 1 ,31 141 )1 161 171 LINES TO WASTE WATER TREATMENT GRATING -EXIST. 8" PVC FROM STONE SPILL SUPPLIES LISTING A�RO F DR D STORMWATER DRAINS RAIL UNLOADING OVERFLOW o LOCATION °.a°,�0 RIP-RAP o°.o..80°. ( ) U�j`!`/ UNDERGROUND STORMWATER TO WWT VIA LINED LAGOON �. ROCK BALLAST °obQo o90 A. MAIN DOCK BLDG. 14 - ONE DRUM WITH PADS AND ABSORBENT PIGS WASHED STONE TO TOP o17 �b° �.°o FABRIC B. NORTH END S-8 BLDG 1 (TWWO DRUMS WITH ABSORBANT PADS AND PIGS) PLATE TO SEAL °oo° STORM WATER LINES TO RIVER SOF R.R. TIE ELEV. �.o C. SPILL SUPPLIES BLDG. #17 (ABSORBANT CLAY, REDUCING AGENTS,NEUTRALIZING CHEMS, TOP OF C.B. SHOVELS AND SQUEEGEES) \ 6" FLEX DRAIN D. SPILL KIT #3 DRIVEWAY (ONE DRUM WITH CLAY ABSORBENT PADS AND PIGS) UNDERGROUND STORMWATER E. #4 WAREHOUSE BLDG. 230 (CLAY ABSORBENT , PADS, PIGS) LINE W/CATCH BASIN DETAIL #3 F. TEXTILE PLANT BLDG. 42 (ONE DRUM WITH A DRAIN BLANKET AND PALLET OF ABSORBENT) B NEW FRENCH DRAIN AT G. ACID TANK FARM (SHOVELS AND A PALLET OF ABSORBENT) PLANT NORTH 8 D.I. PIPE EXIST 12 RCP EDGE OF ASPHALT CUT H. MAINTAINENCE SHOP, BLDG 4 (ONE DRUM WITH PIGS AND PADS) BACK TO PROCESS 18" DRAIN TO 16 20'X12' TRACK PANS TO DRAIN TRUE NORTH _ SUNDER TRACK TO i0 INTO TANK FARM CONTAINMENT � � O SW TRENCH NEW 24"X36" CATCH BASIN W/T.F. ROOF DRAINS SWAIL DITCH TO RIVER NEW 12" RCP TO 20 T PRODUCTION AREA TES DNAIN FOM UNDERGROUNOD8" D.I. PIPE W/12" GRATE AT EL.2'-0" -DETAIL TA L #"5 BELOW TOP OF TANK FARM WALL DETAIL 4 12" RCP & NEW CATCH BASIN CATCH BAD IN LISTING � (SECTION VIEW) (SECTION VIEW) FRENCH DRAIN TO TEI-IN TO EXIST.8" D.I. LOCATION DRAIN (BELOW GRADE) 1. BACK ROAD SOUTHWEST OF LIME PIT 2. BACK 0- S-8 BY BLOWER SHED D / 3. NORTH OF S-8 AT LOADINGDOCK 4. ACROSS DRIVE NORTH OF S-8 OUTFACE #2 �� 5. S-8 B'"WEEN ADMIN. BLDG. ® S-8 -- "-: EMERGENCY SHUTOFF VALVE 6. ADMIN FARKING NEAR S-8 -14. ...... --X-x-x-W-w-x- X-•-«-� 7. P A R K I N C LOT IN ADMIN BUILDING #2 SOUTH OF S-8 +� 8. MANAGERS TRAILER UNDER STAIRS +� TRUCK SOW TS-aD4 GRAVEL ROAD � ---1 � \ 9. TRASH COMPACTOR AT S-8 O _ 10. PARKIN' LOT OF ADMIN BUILDING #2 SOUTH OF S-8 F T_322 T_323 324 T-3za r-328 T-33z e FF \ 11. SIDEWALK NEAR HANDICAPPED PARKING AT SIDE OF ADMIN. �. VALVE ® CATCH GAS!' ✓%� 12. SOUTH OF LIME SILOS BETWEEN RR TRACKS AND BACK ROAD. ... 7_�a 7_32, t_325 T-327 T-329 T-330 T-331 T-333 T-336 T-337 T- T-405 CT-r � +� �x��� 13. MAIN DOCK AT PALLET TRAILER x' ° Jx � 14. MAIN DDCK STAIRS t�l ^_ _ _ 12 15. LIME SLURRY PIT -x- BAGK TO PROLES::: 16. MGoH - ANK SUMP AND COVERED SUMP L 17. #2 DRIVEWAY TWO SUMPS OF-� �__�._� . ..■■,..._ I; �_230 18. 198 MCC ROOM CONCRETE PAD CONQd:IE a00( � \- ACr21 19. BEHIND ACQ PLANT i T-OHE-35 �° �� - S 20. RIVER )RAIN AT TEXTILE PLANT 520 ® e; o oN�RRAE o _ 21. 198 GFAVITY TANK COVERED P-� P-314 i28 T_52J MY-521 EaD ❑ 22. OXYGEIJ TANK AT 198 PLANT O, 1�11 SLOG 4 23. PETTIB )NE PARKING \,}\ T_75 © G �i J.'�. - ■ P_ 0313 T-18!t) O T-145 T-147 • 5- Rm 17 BIDC 15 9DC 15 , O j-I R- T- T- 0 1 '��" T-155 __ SM J7 DOIX, °_ x \ T 48 :� A 3, ■ �� T 5 T_ 00 C, s�4 _ _ �_,42 HE-i,��oA�215 o �°°� WW2 24. SIDE E JTRANCE #4 WAREHOUSE '\ T-B7 `�1 _ R- �� R- R- AD-21S DD AC-217A 8 R ®P-� T T T , 11F-35 BLDG T 5 ,� 42 �°, 25. SMALL DRAIN END OF #2 DRIVEWAY E-14 l T_44 ,1A 26. MAIN [ RVEWAY SCALE TRENCH DRAIN *+ O �0-217G A A 1 ( OTE 1 (SEE NOTE D� RED oT-73 = 151A \ ■ )O F-141 S-2. S-25 R-2 24 \ CT- R- 2 T 11 Tim - - O Q F-1 J!B DDIX _ Q Bloc 13 5 } A 31 A 31 �w 25 ® r '� 7-145 � TAW O T-151 O T-11! T-124 T-� - 7 - R-55 Fr T 2u 54 WASTE WA _ER SUMPS \}\ ■ P- ® I T-183 NS HB-001 T-127 T-125 T- T-� -254 HI -NIS -54 -.' T,3e r,n T,35 -i2, o p -zoe o �°`" WW1. RAIL`IDE COLLECTION SUMP. H ANII-FOAMca OFFICE „o GDGS WW2. BETV EEN T-95 & T-50 (HYDROXDE SUMP) DT-32DCLL__ BLDG ° k\ T-Y2A T-428 T-115 D T_D1 T-x P-185 FH a7 4 PROWC710N GUIDING "\x� � r-135 r-1x r-13J r-na r m �3 T-, T u r-,z, 1 -175 O S r-ne _n T-n3 � SEE DETAIL - 89eA 4 }\ �a T-� - �, r - T-'°° WW3. S.S. SUMP AT DRIVE #2 O'X12' TRACK PANS TO DRAIN � ' � '-- I �"° T-,S,A � T � �'� T-159 w..�Jt r_ip T-178 NTO TANK FARM CONTAINMENT \ FREWAIERTANN o` . T_12 T_"' Q� AT '-" p �, P-1° a OFFICE WW4. BOILf:R ROOM SUMP T-,z4 T 1n m r-57 T_pG T- }� 1 r' R �008 BLDC Bo P- Dry BL�7 WWS. LAB BASEMENT ROOM SUMP T-205 J-� @b BLDG 22 T-10Y T-56 0 •. j '�3 D }\ O BLDG 24 } NEw \ 8 T-105 T-107� 3 T-72 71 _ f-at � LOCKER fn1. B G BLDG 6 219 U SPILL KITS� � e4 Se r-,55TO WASTE WATER TREATMENT NEW -17 QNI 172 R-10J R-103 1Q2 VE-71 - O r CT-002 \ \ PLANT \ LOCKER RN. T_253 7_� R-175 N� °° 5-105 ° } COR BLDG N6 \ LOADI JG AREA UMIR OVERFLOW 1 LOADING DOCK TO STORMWATER K SEE DETuI \ TRXK SCALE iS OD2 q� O o T-1 S II o T-32 rx-x 8 _ BIRD a L L a 1 NORMAL OPERATING g PUMP I 4" CPVC l� SW m I = X _ J Haug w-3 �- T-3zn N C R a D L A G PRE-CAST CONCRETE SUMP BLDG 58 NOTES: FRENCH DRAIN I 1.) 198 COOLING TOWER BLOWDOWN IS I_ T-DOp BLDG STORM O PIPED TO WASTE WATER LINE, STORM DRAIN FROM LOADING DOCK ■AB U I L D I N CC E „ TO 34 12' RCP 2.) 1 1/2 HOSE CONNECTIONS TO PUMP PIT WATER CL I m TO EITHER STORM OR WASTE WE TER SYSTEMS. STORMWATER DRAIN TO 20 _ +I �o (SEE DETAIL #3) s� ;e ABSORBENT PALLS- o YELLOW HANDLE - SCREW CLOCKWISE �a , , ROOM SUMP DETAIL TO PLUG TEE INTO STORM DRAIN LINE B.DG 230 BLDG 231 �G 101 O O O3 O4 O O O O O O O O O O O O O O O O (SIDE VIEW) ENGINEERING 1 2 5 6 7 8 9 10 11 12 13 1 15 16 17 18 19 0 21 22 F [EXISTING BUILDING 66'x28' FRENCH DRAIN FRENCH DRAIN N � I TO STORM WATER � U 16O 018019020021O22S23O240250 602702802903 0 �31O 5 6 7 8 9 10 11 12 DETAIL #2 0 - HITCH 3 -_ DI TCH N . ��::_�170 OR WHEN � Ka � TO LINED LAGOON O O O 1 2 3 4 5 6 7 8 9 10 11 12 1: 14 15 1 2 3 4 P GRAVEL ROAD EXISTING GRAVEL ROAD E 119tGO CY SMT-CR VALVE M 2" C.SJO WASTE WATER (� TREATMENT (20VERFLOW LINES --- - - - ■� TO LINED LAGOON x� tom- _ DRAWING UPDATES 8 05 11 WLM �= CHEMICAL SPECIALITIES INC. / / cS� R DRAWING UPDATES 3/19/10 TBC JS HARRISBURG, N 6 RTH CAROL NA REV PER 2007 SITE SURY-Y a W.14 08 ATJ JS CE%Sl FROM C.B. #11 = / / a>Ee��orJ AS-BUILT PER 2006 9/19/06 DSW JS CSI MASTER SITE PLAN 3 (OLD BOILER SLOWDOWN PIT) � CID 4 REVISED SPILL KIT LOCATIONS6/23/05 DSW TR SITEPLAN 2004 UPDATE 5/13/04 DSW TR ROOF DRAINAGE, WASTE WATER s DETAIL #4 `'o SITEPLAN 2002 UPDATE 0/23/02 DSW HH & UNDERGROUND STORM WATER (SIDE VIEW) 1 AS PER COMMENTS (D.C.) 11/17/00 DSW H H MR) CAD No. SCALE DATE PRELIMINARY 5/9/00 DSW PFZ 11 1 1"=50' 1/01/95 PROJECT NO. DRAWING NUMBER REV. N0. REVISIONS DATE BY CKD. S TE . DRAIN - 2008 8 T 1 21 31 41 51 6 ( 7 I 8 I 9 I 101 11l 121 131 141 151 161 171 181 191 201 211 221 231 241 25 2 271 28 1 29 1 30 PLANT NORTH TRUE NORTH A N B C D -- E -R-.-x . + SUMP TR PUMP LG-001ucxBsc�ALEA.s-ooa 4 EACH_ *\ �� T-322 T-32J T-32{ T-J26 r-326 a p,G T-332 T-33/ T-376 + + 30.ABOVE ERS G-WB R GROUND �. T-320_ i-321 T-325 i-327 T-329 T-330 1-3J1 T-3A i-335 T-337 r-� T-405 i-404 x x x x x x z z x x x x x z x x x x x x x x x O OERNEAD i0 ABOE GROUND GATE 4 % IK yS LC�O LG�-O71 OR 231 �014 CONCRETE PAD LG_013 LG� CONCRETE DOCx O �G LG-012 � AC-21 Y15 Nn P-J0 XDO CDR 6 F' 2E_ CORD mO -52 OC-252 H 2 a MI-570 +e O PB-406 G \ y - OUT OF SERNCE T O - AA 61 T6 M MCC - - P-314 T-s23 -521 PB-405 S- E JO .o rM P E-75 MCC-1 �,p_225 -147 +^ Nd BLDG 28 17 T-148 T-147 i-1�1—� BLDG 15 O OF.. ER 313 T-165 5-261 BLDG 37 BLDG 38 HTDG t7 BLDG IB BLDG 1 D-1 5W1TGi Q R- i-J09 T-310 T-14 - DC-142L A- 30g -JI 149, DC-TS DC-43 P-261� Al 2158 DOCK D_ DOCK 2 SCALE A3 ao T-726 T-8 T-152 T-150 9PNE6!p Pa43Poi42 IIE-211 Q AC-215 ■_ A� R-30 - P�7 T- 7 T-308 T-31 may, -15i 225 O 1 143 142 D-218® �_261 ❑AC T17A N�T HEin 11 TRANSFORMER Jf17 I{7 T-S T-151 �G ,1 YP-142 0 9 ❑`��4 e�ONIS ER IVER 7R COVER T-241AO -2J6 FLO n i-145B q11� .. PMP OC-237 a 05-25 5-28<m p_p - nCT-003 $ R-301 R-302 P-2 F-145A T-242 i-241 - - A �% O T-!9 P- EL 577.81 0 BLDG 13 16 3 T-181 0j1A - T-51P-24 MY)-WAY TRPfr1C KIP 1YFRT-t28T_g{❑ 49F15807} AC-322 I HB-001 -12 -3 - T_AflEL p_�T-127 - 'll $' P-251C NL-�d..NIS _ EL 569.61 \}\ ANTI-FOAM ul T-138 T-137 T-1J8 T-121 ��`f o p i 206 -2� O O _ L 580.08 OFFICE p_� BLDG }\} BAG n CT-320 _ FlLiER -92 -9 - - BLDG B p \x CHILLER BLDG T-92A T-92B - AIR .a T-054 [}^ O 1 HT'l ' FH o CT-020G T-118RECEIVER i i-94 R-5H NIS- T-135 T-1341T-13JOT-117i-123 (T-87T-I88 RODUCI70N B C R Cu32 V T-179 P-87 Po98A B=L BLDG 39 BLDG O HB-JB T-120 O P-123 o p-f - R-96 �p_99 T-199 za - - t c S r-4s � _\} 555T-161A T-161B T-220 FlREWAIER i-99 394A fN-110 ❑Pf -� R-1� 5-792 \+ FIREWATER PUMP Y ❑ T-12z T-ne r-la0 FIREWATER TANK O IJ i T-39{a � "p' �� LG-006 � - T-III a P-110 P-2�,T-221 T-47 P-1 -192 o OFFICE ❑ �n1 O o O111. ° BLDG 6 'H\4 T-398 . 7-724 T-177 T-73 T-67 T-98 22 1G-002 _ i_7 R_ 8 -ffi HE- T HN-39 AIR O O D ■ P-7� T-122 PCr -21 P- PUMP BLDG 24 �c P-�2 4 i-208 -707 n T-1C6 F-67 P-2 T-205 \ \+ BLDG 22 -207�H E-203 O E_ 5-578 T-OD3 \+ HM-J96 'E LG-007 LG-D015- ( 0 o PIATFDRN 101 T-056 a R e M LLDT-722 d 8L-203 _p T-'z3 ~ENT p_ BLDG 7 \ YCC NEW, T-251 _p�7 P�-6203 8° T 10] T-705 5- _ _ T-299T- BLDG 1� SEPARATOR O SEPTIC TN8( \i�\ - 0 -391 LOCKER RM. BLDG BLDG -a� 5-2 pP_202 O� D 5 %-17 $ LIFT STATION }\ -20 218 219 P 25� SCALE/2 p_ AIR T-68 R-84 R-86 P-� T O - ot7 NE-202 IO2 ❑ PUMP O❑❑ O T-188 O \\ T �253c � 0 '� 4 ` AA-501 NEW - \ _ \ Lui]c-R RY T^ O R-178 PUMP LG DOS \ \ J !_ \yii T-252 WASTE ND"P111� P_i ll TREATMENT ( \ \ \ 16 i \� EPOC }\ �t O 1W + CARBON 010 \+ MWID TRUCK SCALE TS-002 i OQ \ T-167 SCALE/1 +\ EMPTY LAB PAD BLDG 005 [�_ LDG I ❑ BLDG.12 0 O \ r_ WELL HOUSE W-3 T-329 LLLJJJ *\* I I BLDG 5B o g *\ SEPTIC MAINTENANCE TANK +\ BUBDING \+ BLDG 4 ELECTRIC UFT STATION 8-304 AIR RECEIVER LAB ADDITION AA GREENHOUSE BLDG 40 I•I BLDG 41 74 BLDG 231 rCONADc ❑ i_77 00000000000 00 - OOOL 4 —x—x—x—x� ,BLDG 2� "I ENCINEERII4C i 2 J 4 5 6 ) 8 9 10 11 12 13 ,. .. .. BIDC 101 14 IS i6 17 18 19 20 21 22 2S 24 23 26 27 28 LOOKED STORAGE GRAVEL .. .. .. .. I TWO-WAY TRAFFIC LOADED TANKER PARKING 16 17 t8 19 20 21 22 23 24 25 26 27 28 29 30 31 0000000000000000 ASPHALT ElMS NIS INS; WS ASPHALT 00000000000000 1 2 3 4 5 6 7 8 9 10 11 12 13 N P GRAVEL ROAD ENSDNG GRAVEL ROAD R CHEMICAL SPECIALITIES, INC. CSI HARRISBURG, NORTH CAROLINA CHEMICAL SPECIALTIES, INC. S MASTER SITE PLAN HARRISBURG NORTH CAROLINA ISSUED AS SITE MASTER PLAN 10/26/161 AJG TF MRD CAD NO. SCALE DATE q PRELIMINARY /03/2012 WLM 12 PRO6ECT NO. DRAVANG NUMBER REV. NO. REVISIONS DATE BY CKD. 3 000 S P - 0 0 0- 0 01 PLAN 10 T CAD FILE. VAULT/DRAWING/HARRISBURG/3000 MAIN SITE PLAN/SP-000-001-PLANT 1 21 31 41 51 6 1 7 1 8 1 9 1 11 ill 131 141 151 161 171 1 191 201 211 241 251 261 271 281 29 1 30 PLANT NORTH TRUE NORTH A i B BASELINE OUTFALL #2 #2 C 4—• EMERGENCY SHUTOFF VALVE x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x x =-x—x—x—x x—x—x—x—x—x—x x x—x—x—x—x x x x—x x x—x x—x—x—x—x x x x x--x x x—x—x—x x—x—x—x—x—x—x—x x x x—x—x—x—x—x—x—x—x—x—x—x—x—x x x ,—x—x—x—x—x—x—x—x—x—x—x—x—x—x s x x x—x—xx—x—x—x\ TP x } T ,RUCK SCALE TS-�4 GRAVEL ROAD + \ I • LG-004 O I \} I OR COL T_322 T-323 T-324 T-326 T-328 O &�D1G T-332 T-334 T-336 \} PIPES ON PEN25 ❑ 3o ABOVE I \} TP D GROUND x I I 9 T-406 T-405 CN6" + % T-32P ) T-321 T-125 T-327 T-329 T-330 T-331 T-333 T-335 T-337 El COR COL LG-016 �7 �BygUR COL x /X J X � BACK TO PRO((-:SS _ _- _ x x_x_x ztj LG-Oil �� x-- _ x a - t x x x if Isunm �wcr uawo.w n. 161 010 =-230 LGG--014 0 0 LG-013 LG--009 OAC-21 #�x T i '� N C R E T E P A D CONCRETE DOCK 1 g 500 AREA Wl.1-520 4 o COR COPPER NITRATE mic �� ❑ ❑ ❑ ' Po-510 &LEAK '•CQ� PB-406 PB-405 wu-52, w_250�-250 ,�,, � .�! --� P-314 - ❑ 126 T-523 X P- P-3t3 T-148 T-147 4 \ ❑ ❑ P- ❑ T-165 El [BLDG 28 �' 0 ' BLDG 17No BLDG 16 BLDG 75 9 g \ C T-10 T'14 0 T-166 S®1 BLDG 37 ODEK 1 O p_ BLDG 1 A- 5 A- 3pg A 4 ® T 1 149 ;�� l�AC-215B __`BIDG 36 4 \ D-1 01 0 0 4 o®® ° i-226 T-6 T-i52 O O 5 144 ® r� 'DC-1 HE-z61 (� O AC-215 /O \ I ` 0 1- T 1 0 R- �1 R- R 8 , FN-261 B T- 7 T-OB 1. T_5 T-I51 225 143 14 q T-29 M 1 0 BIDG BLDG 1 T-44 T-55 HE-57A 1 0 X\ ❑ CEIYER 0 � �� -:j D-9 RO40 oT-73 O S-57A ^ O R-02 16 -4 s F-145A =HF,-?5 P - �gV III R-2� 24 BLDG COR GND BLDG OR T n T 31 I 1 i4 Doa �— —�(1' -1 ` I �� IL----- I EL 577.81 ° BLDG 13 AIR - �- %� "�1 � �I r r-as»�� �'"-- � O A- 1 A- 2 - - T-184 �-- T-ii o \ A 311 A 31 O�'rFR T -140 57 T-165 0 T-181 T-128 / �� I .i'"�`` / r �� 1 i'`i R57A R-85 } BLDG T-145 O ` 7-200 I I li t l --F_f9 `T 25a i 8.55EL .1 - 0 P-311 ° P-1 coNCPvem4 Rg_001 \.�/// r-95 l' _�/H4�+r _6, TWO-WAY TRAFFIC 21 T-127 y - 95 __ 1 I -84 BLDG 9 G } COR COL + T-183 N5 I�L C r N EL 569.61 �yy� f Yro6�.� \}\ AN BLFOAM -138 T-,37 T-136 T-121 Q _� �-� li 9i 2JR\..��I �I �' G II R-5 580.08 O F F I C r aLoc {. Qy k\k B CT-320 �1 4 92 9 ❑ 1-�=�JJ h ��Irr 4� P-1% �+ .. BLDG 8 FH i5 \k _ T-92A i-928 T-115 D T-94 I �-• ri-1`pul�l •I�l� I PROg1CTI0N BUILDINGT \k\ T-118 C jjf�/J T-1860 " BLDG 14 T-191 T-134 T-133 0 0 T-117 T-118 ,,, _''yDS��pIf_�' ���96A BLDG 39 \} B2LDG T-120 O I 11 4T 0-_-_-_�_,�-_ -� �.�A A R --T-199 7_i:9 " i-178 I =110 T-161A T-161B ❑ q� ��� �_---_jr e-9 -5-192 $ \+ FIREWATE^ TANK bv. � 6L 4 LC-006 I -� '� f- s \ - 0 `J 1 \x/ �T-477' Y-3 -P-192 T-1i2 T-111 I ("1P-110l uT d/ �' II)I I )I UF 96 - FH 0 F F I C E 7 L5-001. \_/,— -891 R- T-H-11 92A FH BLDG 6(D17 O T°1 iTT-9 P-z �.�� Q : P 003E �G \ H q Y A G� nn■ 4 T-1Ny ° ❑ j��� -t05\ R 3 R 36 I UNIT \ } 22 �' LI r'�'":•'�� q I Q 36A _HE T-003 BLDG 7 + G-0B7 LG-001 s I - ❑ E \ i N2 TANK T-251 0 o I T-' � -j-578 P_ 3A z�gg UNIT #16 \} g c ® T-107' q _ 1 �j UNIT \ P HE-170 102 Oh JA L. 68 64 66 T-188 I I / \ QS_172 R-104 R-103 ---- 0 - ° 0 _ �. �t��r� /x CT-002 NAIL68LOG LOG COR GND \+ T-253 T-252 R-,36 NIS ..l_C9R L -_ - G c_F. t. ` �,� .'C LDG C BLDG C : 0 0 0 -169 T-17 -R 1n'AL�� EA N R WALL COR WALL VZ-33 � C WALL DOR �`!AI1 I I., 5 #\} o 0v-330\\ ti l l U 2 0 1 EILDG COR GND BLDG®LANDING \ / T-167 O ` 9 MAG NL - L A B nx T-338 BLDG 5 Ill I I $ BLDC BA _, + + x � f N2 TANK I Lx- J C SE 3 H.\ I T-329 R&D LAB BLDG SB I - K DG CC'- AIL L C MAINBLDGN4ANCE +\ BUILDING +\ ---------------�-- m I 6= go +\ SAMPLED AREAS + T_T7 ' PAD � INDICATESS \ 00 000000000000000 X BLDG 230 j BLDG 231 ;� aLoc 101 \X ENGINEERING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 M \+ I EXISTING BUILDING \X i 66'x28' BLUE ( UNDERGROUND S TO)R M WA TE R LINES) \+ i TANKER PARKING \+ G \+ -\ N \ WOODS RED ( TO LINED LAGOON ) + 0\ 3 DK /} #1 0 SWA L DITCH g GRAVEL ROAD , EXISTING GRA /EL ROAD TO RIVER E CLEAN E NOT BACK TO PROCESS ftT-OFVAL� R P 0 I .. .. .. 3001-0. TO WASTE WATER TREATMENT ( WWT) - ------------------ ----- Q TO S FORMWATER E CLEAN . TO RIVER E CLEAN E NOT BACK TO WWT E NOT BACK TO WWT a REVISED, ADDED CLASSIFICATION 10/26/16 AJG TF CHEMICAL SPECIALITIES INC. AS DR 8/04/11 WLM JS AS DRAWN 3/19/10 TBC is HARRISBURG, NORTH CAROLINA CONTINGENCY PLAN REVISIONS 8 14 09 TBC JS CS1 TO PROCESS GRA9 j AS—BUILT PER 2006 9/19/06 DSW JS CSI MASTER SITE PLAN 4 REVISED SPILL KIT LOCATIONS 6/23/05 DSW TR ROOF DRAINAGE, WASTE WATER _ SITEPLAN 2004 UPDATE 5/13/04 DSW TR S SITEPLAN 2002 UPDATE 10/23/02 DSW HH 8c UNDERGROUND STORM WATER UNDER ROOF STORM — DRAIN TO RIVER TO S � ORMWATER 1 AS PER COMMENTS (D.C.) ; 1/17/00 DSW HH MRD11,�DNo. SCALE DATE 1/01/95 PRELIMINARY /9/00 DSW I FZ PROJECT NO. DRAWING NUMBER REV, N0. REVISIONS DATE BY CKD. SI TE DRAIN - 2008 - 2 .J RE T