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HomeMy WebLinkAboutNC0005177_Permit (Issuance)_20031006 NPDES DOCUMEMT SCANNIM& COVER SHEET NPDES Permit: NC0005177 FMC Lithium Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Speculative Limits Staff Report Instream Assessment (67B) Environmental Assessment (EA) Permit History Document Date: October 6, 2003 Thus document its printed on XNe M e paper-ignore any content on the revQrae aide �� WAT�c Michael F. Easley, Governor State of North Carolina tJ� G William G. Ross,Jr_,Secretary Department of Environment and Natural Resources 7 Alan W. Klimek, P.E.,Director Division of Water Quality October 6, 2003 Ms. Kimberly Weathers, Environmental Manager FMC Corporation, Lithium Division Highway 161, Box 795 Bessemer City, North Carolina 28016 Subject: NPDES Permit Issuance Permit No. NCO005177 FMC Corp., Lithium Division Gaston County Dear Ms, Weathers: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended). The attached final permit contains those changes communicated to you in the draft permit as well as corrections made in accordance with your comments dated September 15, 2003. Compliance with all terms and conditions of the attached permit is the responsibility of the Permittee. Please note that T15A 08G .0204 of the North Carolina Administrative Code has been interpreted to mean that the Operator in Responsible Charge is responsible for operation of water pollution control systems. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this permit shall be final and binding. Please take notice that this permit is not transferable. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local governmental permits which may be required. If you have any questions or need additional information, please do not hesitate to contact Mark McIntire of my staff at (919) 733-5083, extension 508. Sincerely, ORIGINAL SIGNED BY Mark McIntire Alan W. Klimek, P.E. cc: Central Files NPDES Unit Files Mooresville Regional Office Aquatic Toxicology Unit Roosevelt Childress, EPA Region 4 1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-161 7 -TELEPHONE 91 9-733-5083/FAX 91 9-733-0719 VISIT US ON THE WEB AT http://h2o.enr.state.nc.us/NPDES Permit NCO005177 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission,and the Federal Water Pollution Control Act,as amended, FMC Corporation is hereby authorized to discharge wastewater and stormwater from a facility located at the FMC Lithium Division NC Highway 161 west of Bessemer City Gaston County to receiving waters designated as an unnamed tributary to Abernethy Creels in the Catawba River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, 1I I11, and IV hereof. The permit shall become effective November 1, 2003. This permit and the authorization to discharge shall expire at midnight on August 31, 2005. Signed this day October G, 2003. ORIGINAL SIGNED BY Mark McIntire Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Part f Permit NCOOD5177 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDFS Permits issued to this facility,whether for operation or discharge are hereby revoked,and as of this issuance, any previously issued permit bearing this number is no longer cffccuve.Therefore,the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,terms,and provisions included herein. FMC Corporation is hereby authorized to: 1. Continue operation of an existing 0.615 MGD wastewater treatment facility consisting of reverse osmosis Filtration, and an R & D pond located at FMC's Lithium Division off NC Highway 161 west of Bessemer City in Gaston County; 2. Continue operation of a stormwater conveyance system and two sedimentation and polishing ponds; and 3. Discharge treated wastewater (outfall 001) and stormwater, boiler blowdown, and cooling water (004) at the locations specified on the attached map. The receiving stream is an unnamed tributary to Abernethy Creek, a class C water in the Catawba River Basin. Y8 C1 91-10i2 JA AG 9Fl7rllolrl! .=�r,l�ll Part I Permit NCO005177 SECTION A: FINAL LIMITATIONS AND CONTROLS (1) 13FFLUI---NT LIMITATIONS AND yfONITORING RLQUIR-MLNTI'S [0011 Beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge treated industrial wastewater from Outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITATIONS MONITORING REQUIREMENTS PARAMETER Monthly Average Daily Maximum Measurement Sample Type Sample Location Frequency Flow 0.615 MGD Continuous Recording Influent or Effluent BOD5 30.0 mg/L 45.0 mg/L Monthly Grab Effluent Total Suspended Solids 333.9 pounds/day T1001.7 pounds/day 2/Month Grab Effluent Dissolved Oxygen Daily Average >_ 5.0 mg/L Weekly Grab Effluent pH Between 6.0 and 9.0 Standard Units Weekly Grab Effluent NH3-N Monthly Grab Effluent Chloride Monthly Grab Effluent Copper Quarterly Grab Effluent Zinc Quarterly Grab Effluent Total Nitrogen Quarterly Grab Effluent Total Phosphorus Quarterly Grab Effluent Conductivity Monthly Grab Effluent Chronic Toxicity' Quarterly Grab Effluent J Footnotes: Chronic Toxicity oxiclty(Ceriodaphnia) a 78%, anuary,April,July,October;see section A. (3) of this permit. TI-II?Rl SHALL BE NO DISCIiARGF?,OI't�LOA'I'ING SOLIDS OR VISIBLr FOAM IN OTHER THAN TRACE AMOUNTS. Part I Permit NCO005177 (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [0041 Beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge stormwater, boiler blowdown, steam condensate and non-contact cooling water from Outfall 004. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITATIONS MONITORING REQUIREMENTS PARAMETER Measurement Mea Monthly Average Daily Maximum ea ue Sample Type I Sample Location Flow(MGD)t Monthly Instantaneous Effluent Total Suspended Solids Monthly Grab Effluent pH Between 6.0 and 9.0 Standard Units Monthly Grab Effluent Conductivity Monthly Grab Effluent Chloride Monthly Grab Effluent Footnotes: I Where no measurable discharge occurs, "no discharge" shalt be clearly noted on the submitted monthly discharge monitoring report(DMR). One set of samples per year shall be collected during a discharge resulting from a representative storm event. A representative storm shall be any storm event that causes a discharge through outfall 004. Failure to monitor storm events in accordance with the specified frequency shall constitute a violation of this permit. For each representative storm event,the total precipitation,storm duration,and total flow shall be recorded. Total flow shall be: (a) measured continuously; (b) calculated based on the amount of area draining to the outfall, the amount of built-upon (impervious) area,and the total amount of rainfall; or (c) estimated by the measurement of flow at 20 minute intervals during the rain event. "Sample Collected During a Representative Storm Invent" shall be clearly marked on the DNIR to indicate the samples were taken during a representative storm event. There shall be no chromium zinc or co.pper added to the treatments stem except as pre-approved additives to biocidal compounds. 'The permittee shall obtain approval from the Division's Aquatic Toxicology Unit prior to the use of any biocide (not previously approved by the Division) in the effluent discharged under this permit. Approval for use of any biocide not previously approved sht)uld be requested at least 90 days in advance of any planned usage. Contact the Aquatic`Toxicology Unit for detailed instructions on requesting approval of biocides: NC DENR / DWQ / Aquatic"I'oxicolog)' Unit 1621 Mail Service Center Raleigh,North Carolina 27699-1621 THERE SHALL 1313 NO I)ISCHARGE OF FLOATING SOLIDS OR VISIKE, i-OAi\t 1N OTHER TFIAN'rRACE ANIOUN'r5. SIL'11 PART I,SECTION C: FOR ADDITIONAL STORI'V1WATE1R R> QUIREAMENTS. Part I Permit NCO005177 (3) CHRONIC TOXICITY PERMIT IrIMIT (Quarterly) The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaplinia dubia at an effluent concentration of 78`Yo. The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina Ceriodaphrua Chronic Effluent bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase 1t Chronic Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or subsequent versions. The tests will be performed during the months of January, April,.July, and October. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then multiple-concentration testing shall be performed at a minimum, in each of the two following months as described in "North Carolina Phase 11 Chronic Whole Effluent Toxicity'rest Procedure" (Revised-February 1998) or Subsequent versions. The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent's"oxicity Tcst Procedure" (Revised-February 1998) or subsequent versions. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (tiklR-1) for the months in which tests were performed, using the parameter code TGP313 for the pass/fail results and "iHP3B for the Chronic Value. Additionally, DWQ form AT-3 (original) is to be sent to the following address: Attention: NC DENR / DWQ / Environmental Sciences Branch 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity`Pest forms shall be filed with the Environmental Sciences Branch no later than 30 days after the end of the reporting period for which the report is made. 'Pest data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data, and he certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (A1' test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of"No Flow" in the comment area of the fornt. The report shall be submitted to the Envirom-ncntal Sciences Branch at the address cited above. Should the pertnince f;til to nionitor during a month in which toxicity monitoring is required, monitoring will be required during the I011owing month. Should any rest data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate 1)(Acntial impacts to the receiving stream, this permit may he re-Opened and m0LUIiecl to include alrernate monitoring rcquis'cntents or limits. I1!(TUL: F:rilurc w achie%-e test conditions its specified in the cited dOCtlnlellt, such as minimum cow of organism suni�al, minimum r1rntrr_)1 or�culism rcl,ru(luctie tl, and appropriate encironmeorrl cnntrlrls, sh911 nmstirirte ml irn•;Ilid rust anti will require imnscrliate CC)II 1-uh testiIIg It he n.)inhlr:tcd 110 1(ItCl- IIIf1II the iasr ciao of the tnr.mlli Gsllowim, the month o f IK; initial monitoring. Part l Permit NCO005177 SECTION B: Schedule of Compliance 1. The Permittcc shall comply with Final effluent limitations by the effective date of the permit. 2. The Pcrmittee shall at all times provide the operation and maintenance necessary to operate the existing facilities in accordance with Part l I.C.2 of this permit. SECTION C: FINAL Monitoring Requirements FOR STORMWATER DISCHARGES During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge stormwater associated with industrial activity from outfall 004. Such discharges shall be controlled, limited,and monitored as specified below. 1. Stormwater Pollution Prevention Plans The permittee shall develop and continue to update a Stormwater Pollution Prevention Plan, herein after referred to as the Man. The Plan shall be considered public information in accordance with Part I1, Section E. 10 of this permit. The Plan shall include, at a minimum, the following items: a. Site Plan: The site plan shall provide a description of the physical facility and the potential pollutant sources which may be expected to contribute to contamination of regulated stormwater discharges. The site plan shall contain the following: (1) A general location map (USGS quadrangle map, or appropriately drafted equivalent map), showing the facility's location in relation to transportation routes and surface waters, and the name of the receiving water(s) to which the stormwater outfall(s) discharges. If the discharge is to a municipal separate storm sewer system, the name of the municipality and the ultimate receiving waters, and accurate latitude and longitude of the point(s) of discharge must be shown. (2) A narrative description of storage practices, loading and unloading activities, outdoor process areas, dust or particulate generating or control processes, and waste disposal practices. (3) A site map (or series of maps) drawn to scale with the distance legend indicating location of industrial activities (including storage of materials, disposal areas, process areas, and loading and unloading areas), drainage structures, drainage areas for each outfall and activities occurring in the drainage area, building locations and impervious surfaces, the percentage of each drainage area that is impervious. For each outfall, a narrative description of the potential pollutants which could be expected to be present in the regulated stormwater discharge. ('t) A list of significant spills or leaks of pollutants that have occurred at the facility during the 3 previous years and any corrective actions taken to mitigate spill impacts. (5) Certification that the stormwater outfalls have been evaluated for the presence of non- stonrnvater discharges. The certification statement will be signed in accordance with the requirements found in Part I1, Section B. I I. b. Stormwater Managcment Plan: The stormwater management plan shall contain St narrative description of the materials management practices employed which control or minimize the exposure of significant materials to stormwater, including structural and non-strucrural measures. The stormwater ianagement plan, at a millimLI111, shall incorporate the following: (1) A studt' addressing the technical and ccoitornic fcasibility of changing the nlcihods of operations and/or storage practices to climinatc rtr reduce exposure r,l materials and fart 1 Permit NCO005177 processes to stormwater. Wherever practicable the permittee should consider covering storage areas, material handling operations, manufacturing or fueling operations to prevent materials exposure to stormwater. In areas where elimination of exposure is not practicable, the stormwater management plan shall document the feasibility of diverting the stormwater runoff away From areas of potential contamination. (2) A schedule to provide secondary containment for bulk storage of liquid materials, storage of Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water priority chemicals, or storage of hazardous materials to prevent leaks and spills from contaminating stormwater runoff. If the secondary containment devices are connected directly to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices [which shall be secured with a locking mechanism] and any stormwater that accumulates in the containment area shall be at a minimum visually observed prior to release of the accumulated stormwater. Accumulated stormwater shall be released if found to be uncontaminated. Records documenting the individual making the observation, the description of the accumulated stormwater and the date and time of the release shall be kept for a period of five years. (3) A narrative description of Best Management Practices (BMPs) to be considered such as, but not limited to, oil and grease separation, debris control, vegetative falter strips, infiltration and stormwater detention or retention,where necessary. The need for structural BMPs shall be based' on the assessment of potential of sources contributing significant quantities of pollutants to stormwater discharges and data collected through monitoring of stormwater discharges. (4) Inspection schedules of stormwater conveyances and controls and measures to be taken to limit or prevent erosion associated with the stormwater systems. C. Spill Prevention and Response Plan: The Spill Prevention and Response Plan shall incorporate a risk assessment of potential pollutant sources based on a materials inventory of the facility. Facility personnel (or team) responsible for implementing the plan shall be identified in the plan. A responsible person shall be on-site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations. d. Preventative Nigintenance and Good Flousekecping Program: A preventative maintenance program shall be developed. The program shall document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and systems. Inspection of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program. C. Trnining schedules shall be developed and training provided at a minimum on an annual I7a5iS on proper spill response and cleanup procedures and preventative maintenance activities for all personnel involved in any of the facility's operations that have the potential to contaminate stormwater runoff. Facility personnel (or team) responsible for implementing the training shall be identified in the plan. F. The Stormwater Pollution Prevention Plan shall identify a specific position(s) responsible for the overall coordination, development, implementation, and revision to the Plan. Responsibilities for all components of the Plan shall be documented and position(s) assignments provided. b Plan Amendment: The permittec shall amend the Plan whenever there is a change in design, construction, operation, or maintenance which has a significant effect on the potential for the discharge of pollutants via a poins source tc.r surface waters. The Stormwatcr Pollution Prevention 11I:in shall be reviewed and upclated on an annual basis. T11C Director nWLV norifv thc' permittee when the flan does not nicct one or more of ncC� niiniTIMIll � requirements of the permit. \Vithin 30 days r,f such notice, the permittee shall 5tlbinit st time Part I Permit NCO005177 schedule to the Director for modifying the Plan to meet minimum requirements. The permittee shall provide certification in writing (in accordance with Part Il, Standard Conditions, Section B.11.) to the Director that the changes have been made. h. Facility Inspections: Inspections of the facility and all stormwater systems shall occur at a minimum on a semiannual schedule, once in the fall (September - November) and once during the spring (April - June). The inspection and any subsequent maintenance activities performed shall be documented, recording date and time of inspection, individual(s) making the inspection and a narrative description of the facility's stormwater control systems, plant equipment and systems. Records of these inspections shall be incorporated into the Stormwater Pollution Prevention Plan. Visual monitoring as required in Part 11, Section A.2. shall be performed in addition to facility inspections. i. Implementation: Implementation of the Plan shall include documentation of all monitoring, measurements, inspections, maintenance activities and training provided to employees, including the log of the sampling data. Activities taken to implement BMPs associated with the industrial activities, including vehicle maintenance activities, must also be recorded. All required documentation shall be kept on-site for a period of five years and made available to the Director or his authorized representative irnrnediately upon request. 2. Visual Monitoring Visual monitoring requires a qualitative visual inspection of each stormwater outfall, regardless of representative outfall status, for the purpose of evaluating the effectiveness of the Stormwater Pollution Prevention Plan and assessing new sources of stormwater pollution. No analytical tests are required. Visual mottoring of stormwater outfalls does not need to be performed during a representative storm event. F. i Fs.. ' i3 ry S+rzj 'P��k .'ri 3 :'i., 1 a -.tat i 1..... f:7 -.� 3 r a s " },.Y�' �. `yV .e'Y .,_ ater Discharge Charactensttcs, ;, 3 Fre uene t = t}1Vlottttortn Type? t Manitortn Locatton3! Sformw q<zr y �:g _ . .�, �x U r ,; r *'' r - - i'jQ r,._•, .,;x _... 1.. _a:.... Color Semi-Annual Visual SDO Odor Semi-Annual Observation SDO Clarity Semi-Annual Visual SDO Floating Solids Semi-Annual Visual SDO Suspended Solids Semi-Annual Visual SDO Foam Semi-Annual Visual SDO Oil Sheen Semi-Annual Visual SDO Other obvious indicators of stormwater Semi-Annual Visual SDO NOT S: 1 The first visual monitoring event during the term of the permit must be performed during the initial analytical monitoring event, rill subsequent visual monitoring will he performed twice per year,once in the spring and once in the fall. 2 iNlonitoring requires a qualitative observation of each stormwater outfall. No analytical testing or sampling is required. 3 SWrrtlwater Discharge Outfall (SDO). SECTION D: STORMWATER DEFINITIONS I. Best Manstgcmcnt Practices (BiMPs)_ Schedules of activities prohibitions of practices maintenance procedures, ,ind other rnanagcincnt practices to prevent or reduce the pollution of waters of the United States. B\{fps also include treatment requirernetzts, operxion procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or dramagc from raw material storage. Part I Permit NCO005177 I 2. Bulk Storage of Liquid Products Liquid raw materials, manufactured products, waste materials or by-products with a single above ground storage container having a capacity of greater than 660 gallons or with multiple above ground storage containers having a total storage capacity of greater than 1,320 gallons. 3. Point Sourcc Discharge Any discernible, confined and discrete conveyance, including but specifically not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock, or concentrated animal feeding operation from which pollutants are or may be discharged to waters of the state. 4. Runoff Coefficient The fraction of total rainfall that is not infiltrated into or otherwise retained by the soil, concrete, asphalt or other surface upon which it falls that will appear at the conveyance as runoff. 5. Secondary Containment Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event. 6. Section 313 Water Priority Chemical I A chemical or chemical category which: �. Is listed in 40 CFR 372.65 pursuant to Section 313 of'Title III of the Superfund Amendments and Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right-to- Know Act of 1986; b. Is present at or above threshold levels at a facility subject to SAR-A title ill, Section 313 reporting requirements, and C. That meet at least one of the following criteria: (1) ' Is listed in appendix D of 40 CFR part 122 on either Table li (organic priority pollutants),'Fable III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and hazardous substances); (2) is listed as a hazardous substance pursuant to section 311(h)(2)(A) of the CW at 40 UI R 116.4;or (3) Is a pollutant for which EPA has published acute or chronic water duality criteria. 7. Significant Nlatcrials I11Cludes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of'Title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. 8. Significant Spills Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section 102 of CEIRCLA (Ref: 40 CFR 302.4). 9. Stormwatcr Runoff The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowniclt. 10. Total Flow The Clow corresponding to the time period over %Ouch the sample collection occurs. The total Ilo%v c,alcLllated based on the size of the area draining to the outfall, the amount of the built-upon (impervious) surfaces within the drainage area, and the total amount of rainfall occurring during the sampling period. 11. Visible Sedlmem.ailrJil Solid particulate aaruter, both mineral and ort~anic, that has been or is bciiil; tr.tnsported bt- water, air. f r.avitr, nr ice front its site of origin which can he seen with the unaided cyc. I r � 4FMC _:::"YR L CERTIFIED MAIL RETURN RECEIPT REQUESTED September 15, 2003 Mr. Mark McIntire North Carolina Division of Water Quality NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Re: FMC Corporation—Lithium Division, Bessemer City, Gaston County Comments on Draft NPDES Permit No. NC0005177 Dear Mr. McIntire: As we discussed on the telephone last week, FMC has comments on the draft NPDES permit, No. NC0005177, received from your office on August 20, 2003. The comments are being submitted within 30 days of receipt of the draft, as required. The comments and questions are organized to coincide with the order in which they appear in the permit. 1. Supplement to Permit Cover Sheet — Item I describes the operation of the existing 0.615 MGD water treatment system and erroneously lists the R&D 4 Pond as part of that system. FMC requests that "R&D Pond" be replaced with "Lower Pond". The Lower Pond allows for sedimentation and retention prior to discharging to the receiving stream through Outfall 001.Reverse osmosis is mentioned, however, there is no mention of the hydrogen peroxide addition and pH adjustment systems. FMC requests confirmation that these systems will be permitted treatment components. 2. Attached Map— Qutfalls 001 and 004 have not been identified on the map. FMC requests that the outfalls be identified. 3. Permit Part I — Section A—Footnote 1 under Item 2 states "One set of samples per year shall be collected during a discharge resulting from a representative storm event." FMC requests that DWQ provide the definition of a representative storm event. Air Treatment Cownxtion Energy Rne Chemkoh Wass&Ceramks Greases&lub&wds P*mers Pod Water Treatment Hwy.161,PO Box 795 Phone:7D4.868.5300 lifhium_info®fmc.wm Bessemer City,NC 28016 Fax:704.868.5370 www.imclithium.com Mr. Mark McIntire NCDENR—DWQ-NPDES Unit September 15,2003 Page 2 of 2 4. Permit Part I — Section C. Item 1(g) references Part III Standard Conditions, Section B.11. The draft does not contain a Part III, but rather a Part H. FMC requests that this typographical error be corrected. Thank you for taking the time to review these comments. If you should have any questions, please contact me at 704-868-5897. Kind rega 4r mb I Weathers ironmental Manager Ja��EO sr�l�s A Y UNITED STATES ENVIRONMENTAL_ PROTECTION AGENCY �m REGION A o 0 ATLANTA FEDERAL CENTER z�F 102 fit FORSYTH STREET +Ilk PROSO� ATLANTA, GEORGIA 30303-8960 SEP 1 6 2093 Mr. Mark McIntire North Carolina Department of Environment and Natural Resources Division of Water Quality NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 SUBJ: Draft NPDES Permit FMC Corp. - Lithium Division Permit No. NCO005177 Dear Mr. McIntire: In accordance with the EPAINCDENR MOA, we have completed review of the draft permit referenced above and have no comments. We request that we be afforded an additional review opportunity only if significant changes are made to the draft permit prior to issuance or if significant comments objecting to it are received. Otherwise, please send us one copy of the final permit when issued. Sincerely, ,r n�- ' La Marshall Hyatt, Environmental Scientist Permits, Grants, and Technical Assistance Branch Water Management Division j; b�s S FP 2 3 2003 ► ' !i Intemet Address(URL)• http:llwww,epa,gov Recycled/Recyclable•Printed with vegetable 01 Based Inks on Recycled Paper(Minimum 30%Postconsumer) ',Pt1BLIG'NUIK:tof North AFFIDAVIT OF INSERTION OF ADVERTISEMENEthvieronme tal'rolina Management CommissioniNPDES uriit The Gaston Gazette 1617 M, C.2 J§e.veter ll Gaston l7 �lRaleigh,NC2Z659-1fi17rf Notrficalion of Intent to lssue A t NPDES Wastewater Permit II a [,onihe basis of.thorough'stafl.' review and applications of NC General Statute 143.21, Public Gastonia,NC law 82.500 and other lawful standards and regulations, the Gaston County North Carolina Environmental Management Commissori.pro- poses to'fssue a National Pollu- dant Discharge Elimination Sys. tern (NPOES) wastewater dis- I, Carla Potter Legal Advertising Manager of the The Gaston Gazette, do certify th charge permit to the persons) listed below effective 45 days the advertisement of PUBLIC NOTICE- trorrl the publish date of this no- NOTIFICATION OF INTENT TO ISSUE A NPDES lice. Written Comments WASTEWATER PERMIT f,ho'proposed permit ivg9eb c- cepted until 30 days after the . publish date of this notice: All comments received prior to.-that date are considered in the,tinal determinations regarding, the proposed permit. The Director of the NC Division of Water Quality may decide to hold a public meeting for the proposed 'permit should the Division re- Measuring 8.11 Inches appeared in The Gaston Gazette, a newspaper published in ;.•ceive a signiticant degree of public interest. Gaston County, Gastonia, NC, in issues Copies of the draft permit and other supporting Information on file used to determine condi- AUGUST 20, 2003 lions present in the drafYperM4 are available upon request and payment of the casts ofTepro- "duction., Mail comments and/or requests for information to the NC Division of Water Quality at the above address or call Ms. Valery4 733-5 Stephens n (520) l�4 rl v111�v_l 733-SDB3, extension 520. ar a otter Please include the NPDES per- j mit number NC0060755,in any Legal Advertising Mann€ communications. interested parsons may also visit the Divi-sion of Water Quality at 512 N. f Salisbury Street, Raleigh, NC Sworn to and subscribed before me this C. day of 1200 27604-1148 between the hours f of 8:00 a.m.and 5:00 1_0 review information on tile. FMC Corporation (NC Highway /� 61, 9oic 76,_Bgsserner'Cty," NC 28016) has applied for re. Notary Public newal of permit NC0005177 for its;Lithium Division plant..This permitted facility discharges 'non•cotact wastewater Wand stormwater to a-,unnamed trib- utary to Abernethy;Creek in the Catawba River Bas,n,Currently no parameters are wa- ter-quality limited. My Commission Expires March S 2 1C.August 20,2003 I., . AUG' 6 '203 August 7,2003 NCDENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT FMC Corporation - NCO005177 Facitity Inform°anon (1.)Facility Name: FINIC -Lithium Division - -- -. ........... ......... ............................. .. ..... ......... _(2. Permitted Flow MGD 0 615 6 CountGaston ....)............. ......... ( .......) _: ......... ......... ......... . ........(...)...................y..._ .. (3)Facility Class: III (7.) Regional Office: Mooresville (4) Pretreatment Program: N A (8).,USGS To Quad Ft 35 13 (5.) Permit Status: Renewal 1 (9.) USGS Quad Name: Stream Characteristics (1) Receiving Stream UT Abernethv Creek (7 ) Drainage Area (miz} 1.4 (Z) Sub basin: 03-08-37 (8) Summer 7Q10 (cfs) 0.27 (3 Stream Index Number 9 Winter 7Q10 cfs 0.43 ....).... O....._... ......... �.......)... . _........ 4. Stream Classification: C L.10 30Q2 cfs 0.58 (5)303(d)Status:...... ........ Not Listed........ (11.)Average Flow(cfs): 1.7 ................ 6. 305 b Status: Supporting 12. 1WC%: 78 1.0 Proposed Changes Incorporated into Permit Renewal Outfall 001 • Deletion of Flow Tiers: The previous permit had effluent limitations corresponding to four operational schemes and thus four flows. As requested by the facility, all effluent limitations except those for a flow of 0,615 MGD have been deleted. • Instream Monitoring: As per the previous permit cover letter and a review of instre:.m-anc# effluent data, instream monitoring requirements have been deleted. • Deletion of Cr Monitoring: All chromium data was reported below detection. As such, the monitoring requirements for chromium has been deleted, • Reduction of Frequency for Zn and Cu: As per the previous permit cover letter and a review of effluent data, the monitoring frequency for zinc and copper has been reduced from monthly to quarterly. Outfall 004 • Reduction of TSR Frequency: In an effort to provide ease of O&M, the monitoring frequency for total suspended residue has been reduced from 2/month to monthly, consistent with the other 004 monitored parameters. Miscellaneous • Permit Expiration Date: The expiration date has been changed to August 31, 2005 in accordance with the Catawba River Basin permitting schedule, • Deletion of Package Plant Reference: During the previous permit cycle, all domestic wastewater was routed to the Bessemer City WWTP.The package plants have been decommissioned. NPDES Permit Fact Sheet—August 7, 2003 FMC Corporation, Lithium Div. Page 2 NCO005177 2.0 Summary This is a standard NPDES permit renewal for FMC Corporation's Lithium Division facility in Bessemer City, North Carolina. The facility operates organic chemical and inorganic chemical manufacturing lines. No wastewater is generated from the organic manufacturing processes. Furthermore, all sanitary wastewater is now sent to the Bessemer City WWTP.This facility operates two outfalls. outfall 001 This outfall is from the R&D pond and discharges industrial wastewater (from the inorganic process). The process wastewater is treated by two reverse osmosis units. The osmosis reject is sent back into the plant where product is recovered and reused. Outfall 004 This outfall discharges non-contact cooling water, stearn condensate, boiler blowdown, and stormwater. The outfall is just upstream of 001. Effluent from both outfalls mingles just prior to discharge to the unnamed tributary. As no effluent guidelines are applicable to the wastewater generated by this facility, effluent limitations for outfall 001 are BPJ.The existing'I'SS limitation was originally calculated using the inorganic chemicals guidelines (415) for the lithium carbonate portion of the manufacturing process. However, since this permit was renewed previously, the lithium manufacturing has been moved to South America. As the facility is not having problems meeting these limits and water quality problems don't appear to exist in the receiving stream, it is recommended that existing limits be maintained. 3.0 Compliance Summary A re;view�of the facility's effluent data was conducted for the period January, 2001 through May, 2003. The (acility had no permit violations. Effluent results have been extremely good with all reported values .substantially lower than permil.limits. 4.0 Proposed Schedule for Permit Issuance Draft Permit to Public Notice: August 20,2003 Permit Scheduled to issue: October 6, 2003 5.0 State Contact Information If you have any questions on any of the above information or on the attached permit, please contact Mark McIntire at (919)733-5083,extension 508. Copies of the following are attached to provide further information on the permit development: • Draft permit; • Application package. NPDES Recommendation by: Signature Date ez,9 Nc coo Sr 7 7 a// Ica 7f�- �cc• ¢�3��� � ar,�`t-w/Gr�gc� ¢����_ I97 5 7 ,r fic,er'v,kq s t rr G� i .��e���. 7, G 6 ou f{a W wTP �v✓ DO/ S CZ} �O u... ' All 7 c.�I� S�i u i�•G i Ric. 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' k.N r✓/�l_ �� _.C.�i�. d-G��,�,o(� L.a�E/%�' _ — _ ._..-- --•— A. 7-6 _ - ,Gr acGo�a�arrz u./6�i7/97 �o�•�c��=•-c. . ��4�.rre.c� DE•"e�—.�z.���,Ss�`'� �ticvr i"� S'Gt.�.r T�GI�ir...-� L_ 7L+-e.- /I � /br .f /t.YLP�G/a 71L.� NL��.hz o.•,. � 4. 1v � EGA y iI Inn. 71_/o so /PDX l74-9Z� po � �J Lr 4cWr ni_ bLlce� to w�owr-so o✓ A i'Cry S_cJ_ -�l 11 J � Q 119o4- XV CDolr �l�fj �vtorC�Girt•v 'G L! �o.�r�e�..-z.�tS `- �1_/ z�i � z►,ssb �¢i 4�Z �,Zz_�a�lyc� lv `j l3 z3I `f�i9 4,1f/�Ccr t_ SOC PRIORITY PROJECT: No To: Permits and Engineering Unit Water Quality Section Attention: Mike Myers Date: August 21, 2001 NPDES STAFF REPORT AND RECOMMENDATIONS County: Gaston NPDES Permit No.: NCO005177 MRO No.: 01-94 PART I - GENERAL INFORMATION 1. Facility and address: FMC Corporation, Lithium Division Highway 161 N 0 Cr Post Office Box 795 °" Bessemer City,N.C. 28016 t G=D Q i 2. Date of investigation: August 21, 2001 _ Q" 3. Report prepared by: Michael L. Parker, Environmental Engineer II I �� 4. Person contacted and telephone number: Kimberly Weathers, (704) 868-5897 5. Directions to site: The Lithium plant is located on the south (left) side of Hwy. 161 0.1 mile west of the jet. of Hwy. 161 and SR 1402,just west of Bessemer City. 6. Discharge point(s), List for all discharge Points: - Latitude: , 35" 15' 44" Longitude: 810 17' 57" Attach a USGS Map Extract and indicate treatment plant site and-discharge point on map. USGS Quad No.: F 13 SE 7. Site size and expansion area consistent with application: Yes. Ample area exists for the construction of additional WWT facilities, if necessary. 8. Topography (relationship to flood plain included): The site encompasses several hundred acres with varying topography (3-10% slopes). The main WWT pond is located in a surface drainage feature, however, it appears to be protected from flooding. 9. Location of nearest dwelling: Approx. 1000± feet from the WWTP site. Page Two 10. Receiving stream or affected surface waters: U. T. to Abernathy Creek a. Classification: C b. River Basin and Subbasin No.: Catawba 030837 C. Describe receiving stream features and pertinent downstream uses: Flow observed in the receiving stream at the point of discharge. Downstream uses are primarily agriculture. No other dischargers are known for a reasonable distance downstream. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS Outfal l 001 Outfal l 004 I. a. Volume of wastewater: 0.615 MGD Intermittent b. What is the current permitted capacity: 0.615 MGD (outfall 001) C. Actual treatment capacity of current facility (current design capacity): 0.615 MGD d. Date(s) and construction activities allowed by previous ATCs issued in the previous two years: There have been no ATCs issued in the past two (2) years. e. Description of existing or substantially constructed WWT facilities: The existing WWT facilities at outfall 001 consist of two (2) Reverse Osmosis treatment units followed by a hydrogen peroxide feed for chlorine neutralization, pH adjustment (H2SO4 acid), and an 18 acre industrial WWT lagoon with a flow meter with totalizer. Wastewater treated by these treatment processes include discharges of lithium hydroxide, lithium chloride, and a discharge from a lithium hypochlorite particulate air scrubber. There is also wastewater entering this outfall from floor area sumps, boiler blowdown, wet particulate air scrubbers, and stormwater. There is also a small, earthen pond (referred to as the R&D pond in the renewal application) that receives condensate, cooling tower overflow, and stormwater. The water is typically recycled back into the plant, however, if an overflow does occur, the discharge from this pond will eventually travel through a series of small, earthen settling ponds prior to reaching the receiving stream and discharging at outfall 004. f. Description of proposed WWT facilities: There are no WWT facilities proposed at this time. g. Possible toxic impacts to surface waters: This facility has had a consistent compliance record with respect to toxicity testing. 2. Residual handling and utilization/disposal scheme: As the result of changes in the manufacturing process, there are essentially no residuals generated at this time. Previously, residuals were removed from the main treatment pond and stockpiled on-site. These solids were used throughout the site to fill uneven terrain and stabilize roads. Page Three 3. Treatment Plant Classification: Class II (no change from previous rating). 4. SIC Code(s): 2819, 2869 Wastewater Code(s): 32, 31, 02 5. MTU Code(s): 50000 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved (municipals only)?No 2. Special monitoring or limitations (including toxicity) requests: None at this time. 3. Important SOC/JOC or Compliance Schedule dates: NIA 4. Alternative Analysis Evaluation: There are no known on-site or off-site alternatives that are currently available which would eliminate the need to discharge. PART IV- EVALUATION AND RECOMMENDATIONS The permittee, FMC Corporation, Lithium Division (FMC), requests renewal of the subject Permit. Changes at this facility since the permit was last renewed include the removal and demolition of the spodumene ore process, and the removal and demolition of the two (2) package-type WWTPs that treated all of the domestic wastewater generated on-site. The spodumene ore process moved to a FMC site in South America, and all domestic wastewater is now diverted to Bessemer City's sewer collection system. All of the changes made at this facility since the permit was last reissued are documented in the renewal application. Pending receipt and approval of the WLA, it is recommended that the Permit be renewed as requested. Signature of Report Preparer Da Water Quality Reg' al Supervisor Date h;ldsr\dsro I Vithium.sr FiV C, Corporation Lithium Division Highway 161 Box 795 Bessemer City North Carolina 28016 704 868 5300 Fax 704 868 5496 CERT.1_FIED MAIL aFFAC RETURN RECEIPT REQUESTED March 29, 2001 Ms. Valery Stephens NCDENR/Water Quality 1 Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Re: Renewal Application -NPDES No. NCO005177 Dear N1s. Stephens: In accordance with the provisions of Part H, Section B.10 of NPDES Permit No. NCO005177, FDIC Corporation's Lithium Division facility located in Bessemer City, Gaston County ("FDIC") is herewith requesting renewal of NPDES Permit No. NCO005177. Enclosed is one signed original and two copies of the completed, signed application form. This renewal application is being submitted at least 180 days prior to the expiration date of the current permit on September 30, 2001. FDIC requests that if a new permit is not issued by the expiration date that the current permit remain in force until superceded by a new permit. Please note that since the previous permit was issued, the spodumene ore processing circuit was strut down in 2Q1998 and subsequently demolished, thus eliminating the need for multiple flow scenarios to correspond with multiple chronic bioassay dilution factors. This permit renewal application package contains one flow scenario for a maximum flow rate of 0.615 million gallons per day at a chronic bioassay dilution factor of 78%. Additionally, in 1Q1999 the domestic treatment facility package units were eliminated- All sanitary waste waster and laboratory drains now discharge to the City of Bessemer City POTW at a rate of approximately 8 — 15 Kgal/day. Lastly, the cogeneration boiler was idled in 2Q 1999. The boiler accounted for a flow rate of approximately 122 Kgal/day of cooling water to the Lower Pond. FMC looks forward to discussing the NPDES permit renewal with the Division of Water Quality. If you should have any questions, please contact me at 704-868-5897. Very truly yours 4 ' v berly . Weathers Environmental Manager L ..Jam , µ. rt ..� y, r ^ ',S.0 1 _ .. 'r L.3:}3•. ^ .� NPDES Application Form — Standard Form C Major Manufacturing or Commercial Facilities FMC Corporation NPDES Permit Renewal, March 2001 NCO005177 Supplemental Documentation Present Operating Status Installed components for treatment of outfall 004 Stormwaters aloe; with boiler blow-down, cooling water, process steam condensate, and effluent from the R&D Pond are treated throuvuh a series of ponds throughout the west canal, which include sedimentation and polishinn ponds. Potential Facility Changes Potential facility changes could include step increases in production for both inorganic and organic production but are not expected to significantly effect the wastewater discharges. Schematic of Wastewater Flow See attached drawing No. (40-101A-5-3427 Rev. A) at the end of this section Location Map See Attachment #2 Production Data See Attachment #3 Priority Pollutant Analysis See Attachment #5 4of4 FMC Corporation -Lithium Division NPDES No. NC0005177 Permit Renewal 3/01 Attachment I Water Treatment Chemicals The FMC plant site uses these trade name products, or their equivalents. Commercial water treatment service firms typically provide the products. Data presented here is based on 2000- 2001 product usage. Material Safety Data Sheets for these materials are attached. Additionally, a copy of the biocide approval worksheet.for Bromicide is attached. Product Name Manufacturer Constituents BROMICIDE Bio-Lab, Inc. I-bromo-3-chloro-5,5-dim ethylhydantoin CORTROL IS]050 BetzDearborn Sodium sulfite OPTISPERSE PO400 BetzDearborn Sodium tripolyphosphate -- OPTISPERSE SP530 BetzDearborn Non-hazardous ingredients OPTISPERSE PO423 BetzDearborn Potassium hydroxide OPTIGUARD.MCP602 BetzDearborn Sulfurous acid, dipotassium salt Diethylaminoethanol Potassium hydroxide STEAMATE NA2460 BetzDearborn Methoxypropylamine, 3- FMC Corporation - L1t111t1n1 DIVIS1011 NPDES No. NC0005177 Permit Renewal 3/01 Attachment L Pa<(e 2 Water Treatment Application Specifics (l) Battery Metals Building Cooling Tower 6 BROMICIDE biocide tablets per month Discharoe from north drain to Lower Pond/Outfall 001 (2) Area IV — Bluc Building - Cooling Tower 91 8 BROMICIDE biocide tablets per month DischarLye from north drain to Lower Pond/Outfall 001 (3) Area IV--- Pharm Carb - Cooling Tower 42 9 BRONIICIDE hincide tablets per month Discharge from north drain to Lower Pond/Outfall 001 (4) Specialty Or-anics Coolinb Tower 9 BROMICIDE biocide tablets per month DischarLe to West Cana l/0Utfal1 004 (i) R&D Buildino Cooling Tower 2 BROMICIDE biocide tablets per month Circulates through R&D Pond/Outfall 004 (6) Shipping Cooling Tower 4 BROMICIDE biocide tablets per month Discharue from north drain to Lower Pond/Outfall 001 (7) Hypo Chiller Roof Top Chiller 41 4 BROMICIDE biocide tablets per month Discharve fi-om north drain to Lower Pond/Outfall 001 (8) Hypo Chiller Roof Top Chiller 92 4 BROMICIDE biocide tablets per month Discham,e from north drain to Lower Pond/Outfall 001 The biocide tablets Eire dosed on a COntlnUOUS basis using a Brominator doslm•? system. 17NIC Corporation - Lithium Division NPDES No. NCO005177 Pcrinit Renewal 3/01 Attachment 1. pzwe (9) Specialty OrL,anics Boiler 0.5 lb/day CORTROL IS]050 oxyEzen scaverinr lb/day OPTISPERSE NICP602 internal treatment Discharge to West Canal/Outfall 004 (10) Main Plant Boilers 43 and 14 4 lb/day CORTROL IS1050 oxygen scavenger 7.5 lb/day OPTISPERSE P0400 internal treatment 10 lb/day OPTISPERSE SP530 boiler dispersant R lb/day STEAMATE NA2460 condensate treatment 15 lb/day OPTISPERSE P0423 deposit control a(,ent (can be used in place of OPTISPERSE P0400 and OPTISPERSE S11530) Circulates through R&D fond/Outfall 004 s ' S r�. _ :.'"�'4�. _ . y. .. - ..r.�%' -'t?x.:�1f� i •4[a�f ;`:rf}::.':.•��_.T'-��.._. 'i�" '} - <' DIVISION OF WATER QUALITY February 20, 2001 MEMORANDUM To: Dave Goodrich Through: Matt Matthews From: Todd Christenson Subject: FMC Corporation-Lithium Division Biocide/Chemical Treatment Use NPDES No. NCO0005177 Gaston County FMC Corporation - Lithium Division has submitted the Bio-Labs, Inc product Bromi.Cide for approval. Data submitted by the facility concerning the dosage rate of the biocides, degradation, system volume, average daily discharge, toxicity of the active ingredient(s) and/or breakdown products, and minimum stream flow have also been reviewed and evaluated. Several changes were made to the data submitted on the Biocide 101 form: - LC50 values for the product itself, rather than its degradation products, must be used for these calculations. The value for Daphnia magna was given as 0.48 mg/l. - Subsequent to our telephone conversation, empirical evidence was found to support a half-life for this product of approximately I hour (0.04 days). Calculations summarized on the accompanying worksheet predict that the use of BromiCide at the stated dosage razes and discharge conditions will not result in toxic impact to aquatic life in the receiving stream. Therefore, the use of this product as a biocide at FMC Corporation-Lithium Division is deemed acceptable. If there are questions concerning this review please contact me at (919) 733-2136. Attachments cc: Kimberly Weathers —FMC Corporation. Central files FNIC Corporation -Lithium Division NPDES No. NC0005177 Permit Renewal 3/01 Attachment 3 Tlie following represents actual production data for the FMC facility for 1998-2000. Production Data SIC Code 1998 1999 2000 IEiorL,anic Lithium Compounds )819 21.550 tons/yr 14.450 tons/vr 15.720 ton/yr Organic Lithium Compounds 2969 134 tonslyr 231 tons/yr 439 tons/vr NPDES Application Form Major Manufacturing or Commercial Facilities FN1C Corporation March 16, 2001 uPDES Permit Renewal, March 2001 ;UC0005177 Sludge Management Plan In February 1999 FMC discontinued operation of its two sanitary sewer package plants by directing all sanitary sewer wastewater and laboratory drains to the Bessemer City POTW. Therefore no Sludge management plan is required. Date 5- Zq 01 rWenvironmental hers Manager FMC Corporation Lithium Division F l 1 of 1 STORM WATT ROOF DRAWS: ILCL4 62a1. -W%OF MANF.RLD(m 82_%O SF DRAINAGE FLOWS TO PLANT PROCESS SEWM AREA VLL NORTm AND SOUTH DRAWS }NCLLIOES ROOF ORUNS MH/1 SPE TY I GAN70S PI QO2 LL SUMP PUMPS 1-20 OF MHN¢ STORMWATQt FROM CHORINE REppVERY�LOORAASA F MM -10 GPM MSG.DRAWS FROM SRIPPWG -65 GPM LrrHIUM HYPOCHLDRTTE SCRLBBER WATERS -10 GPM III SICPPWG AREA CDOUNG TOWERS - MHM Q MHNS 0: UCL R.D.UNfr AND CONDENSATE GPM p D.A.LAS CODI-11TG WATER-16 GPM I m 2 Y1J O AUTO SAMPLER H W S I AC WING ,,R'i✓ H ADDiiION,pFl ppNTppL LITHIUM HYDROXIDE CIRCUR North DrIll D� Pi Ro UNrt 0-iD mm)p1 VVV PLANE PROCESS SEWER FLUME s NOT IN USE o CONDENSATE FROM PHARtLKLACELFFICAL TE - FACILITY 20 GPM(1 MHAT "LITHIUM HYDROXJDIE CIRCUIT pDMAWED p F MAG-FLOW J METER FLOW CONDENSA ^TANR OVERFLOW 1�O 04M GPM WEST COOLING TOWER OVERFLOW l0.20 GPM)0) -5 GPM 1 CAMPS.SOR C01413ENSATE 'm LEGEND P SURFACE FLOWS S?Tx±M WATRiS FRQN__------- 046ENERAl7CN --------------------- WEST W.NF.BlUf7.ROOF aRUNS. CO—NO AND RED FAC3r=YARD DRA01S WATEFL NOT IN USE P EAST CANAL STORMWATER CONVEYANCE OS muitmm ENT FLOW STOfW WA7ER9 • 5TORMNIATERS d 95:1Sa%1-- -- LOWER POND SIPHL1Nr15TEM DAAWADE AREA PLANT DRAWS 6 ROOF DIVERSION ME LINE T O LOWER POND ' HEADER DRAINS 1 1—_-----«------------»------_------------______________ � SEDIMENTATION I EMERGENUY sP1LLWAY OVER FLOW AND RETENTION r7VFriFLONY jll 3 i —DROLINDMIATER--------- "NOTCH DIVERSION VIER BOX F FLOW,0-0-01SMGD ^- � CHARGE {; GATE t-- - - -- -------------------- -- --- --� -�� --- - - --- - -- --- -- - --- --- ---- -- POINT RELQ SEDIMENT POLISHING SOURCE "'E" ---- - OUTFALL 001 POND MANUF.PAF*aW LOT.AND AREA 4 OWE BLDG- POND POND STORMWATER WEST CANAL STORMWATER CONVEYANCE OUTFALL 004 RECTANGULAR CREEK WIER TpR��w RLYBORS fMC ,C NPOES RENEWAL EXISTING POINT AND STORMWATER I DISCHARGE FLOW SHEET M rrn M we Ml Les rOFM -R F mr._OFSI61/LK. ACAO FILE- ' ¢arcrw+r�w ORAAINO 110. I RLV. wmnuc eaa�ua 40-101A-5-3427 A