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HomeMy WebLinkAboutDEQ-CFW_00002881North Carolina Department of Environmental Quality Pat McCrory Governor Mr, Michael Johnson, PE Environmental Manager The Chemours Company FC, LLC 22828 NC Highway 87 W Fayetteville, NC 28306-7332 Dear Mr. Johnson: Donald R. van der Vaart Secretary October 28, 2015 Subject: NPDES Permit Modification Permit NC0003573 Ownership Change Bladen County Class II Facility Division personnel have reviewed and approved your request for permit modification of the subject permit, to reflect new facility ownership effective July 1, 2015. Accordingly, we are enclosing modified pages to reflect the new ownership. Please insert these modified pages into your current permit. A complete review of this permit will be conducted with your next permit renewal in 2016. This permit modification 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 October 15, 2007 (or as subsequently amended). If you have any questions, feel free to contact me at 919-807-6390 or via email at tom.belnick anncdenr.gov. Sincerely, 40� uw�— /1 S. Jay Zimmerman. P.G. Director, Division of Water Resources cc: NPDES Files Central Files Ecopy: EPA Region 4 DWR Fayetteville Regional Office/Water Quality DWR Aquatic Toxicology 1601 Mail Service Center, Raleigh, North Carolina 27699-1601 Phone: 919-707-86001 Internet: www.nodenr.gov An Equal Opportunity 1 Affirmative Acdon Employer DEQ-CFW 00002881 4 Permit NC0003573 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER' RESOURCES NPDES 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, The Chemours Company FC, LLC is hereby authorized to discharge wastewater and stormwater from a facility located at Chemours Company- Fayetteville Works 22828 NC Highway 87 W Fayetteville Bladen County to receiving waters designated as the Cape Fear River in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof. The permit modification shall become effective July 1, 2015. This permit and the authorization to discharge shall expire at midnight on October 31, 2016. Signed this day October 28, 2015. 6�-n-Jay Zimmerman, P.G. lfl Director, Division of Water Resources By Authority of the Environmental Management Commission DEQ-CFW 00002882 Permit NC0003573 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES 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 effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. The Chemours Company PC, LLC is hereby authorized to: Continue to operate existing wastewater treatment facilities consisting of: • equalization; • neutralization; • aerated pre -digester tank; • nutrient feed system; • aeration tank; • three clarifiers; • effluent flow measurement; • DAF unit; • rotary filter for sludge thickening; • sludge pump; • sludge filter press; and • steam heated sludge dryers. 2. Discharge treated process wastewater from Butacite®, Nafione, SentryGlas®, and PVF (polyvinyl fluoride resin), process stormwater, sanitary wastewater, and co -neutralized regenerate from said treated facilities through internal outfall 001; 3. Discharge stormwater, non -contact cooling water, boiler blowdown and condensate, cooling tower blowdown, and treated wastewater effluent from 001, through outfall 002 at the location specified on the attached map into the Cape Fear River, a class C, WS-IV water in the Cape Fear River Basin. DEQ-CFW 00002883 Permit NC0003573 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, E.I. DuPont de Nemours & Co. is hereby authorized to discharge wastewater and stormwater from a facility located at DuPont - Fayetteville Works 22828 NC Highway 87 Duart Township Bladen County to receiving waters designated as the Cape Fear River in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, Il, III, and IV hereof. The permit shall become effective March 1, 2012. This permit and the authorization to discharge shall expire at midnight on October 31, 2016. Signed this day February 6, 2012. Charles Wakild P.E., Director Division of Water Quality By Authority of the Environmental Management Commission DEQ-CFW 00002884 Permit NC0003573 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES 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 effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. E.I. DuPont de Nemours & Co., Inc. is hereby authorized to: Continue to operate existing wastewater treatment facilities consisting of: • equalization; • neutralization; • aerated pre -digester tank; • nutrient feed system; • aeration tank; • three clarifiers; • effluent flow measurement; • DAF unit; • rotary filter for sludge thickening; • sludge pump; • sludge filter press; and • steam heated sludge dryers. 2. Discharge treated process wastewater from Butacite®, Nafion®, SentryGlas®, and PVF (polyvinyl fluoride resin), process stormwater, sanitary wastewater, and co -neutralized regenerate from said treated facilities through internal outfall 001; 3. Discharge stormwater, non -contact cooling water, boiler blowdown and condensate, cooling tower blowdown, and treated wastewater effluent from 001, through outfall 002 at the location specified on the attached map into the Cape Fear River, a class C, WS-1V water in the Cape Fear River Basin. DEQ-CFW 00002885 Permit NC0003573 A. (1 ) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Beginning on the effective date of this permit and lasting through the expiration date, the Permittee is authorized to discharge from Outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: Flow (MGD) BOD5, 20° C Total Suspended Solids Temperature Oil & Grease pH 40 CFR 414 Subpart I Average Maximum Fr&quency Type i,vca�ivi 2.0 Continuous Recording Effluent 182.61bs/day 484.71bs/day 3/Week Composite Effluent 303.11bs/day 981.5lbs/day 3/Week Composite Effluent Weekly Grab Effluent Monthly Grab Effluent Between 6.0 and 9.0 Standard Units 3/Week Grab Effluent See Condition A. (2) THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS. DEQ-CFW 00002886 Permit NC0003573 A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SUBPART I Beginning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply with the limitations and monitoriniz frequencies established below at outfall 001: PARAMETER EFFLUENT LIMITATIONS MONITORING REQUIREMENTS Monthly Avery el Daily Maximums Measurement Fj Sample Type Sample Location Acenaphthene 0.166 0.444 See Note 2 Grab Effluent Acenaphthylene 0.166 0.444 See Note 2 Grab Effluent Acrylonitrile 0.723 1.821 See Note 2 Grab Effluent Anthracene 0.166 12.8 ug/L See Note 2 Grab Effluent Benzene 0.278 1.024 See Note 2 Grab Effluent Benzo(a)anthracene 0.166 0.444 See Note 2 Grab Effluent .3,4-Benzofluoranthene 0.173 0.459 See Note 2 Grab Effluent Benzo(k)fluoranthene 0.166 0.444 See Note 2 Grab Effluent Benzo(a)pyrene 0.173 0.459 See Note 2 Grab Effluent Bis(2-ethylhexyl) phthalate 0.775 2.100 See Note 2 Grab Effluent Carbon Tetrachloride 0.135 0.286 See Note 2 Grab Effluent Chlorobenzene 0.113 0.211 See Note 2 Grab Effluent Chloroethane 0.783 2.017 See Note 2 Grab Effluent Chloroform 0.158 0.346 See Note 2 Grab Effluent 2-Chlorophenol 0.233 0.738 See Note 2 Grab Effluent Chrysene 0.166 0.444 See Note 2 Grab Effluent Di-n-butyl phthalate 0.203 0.429 See Note 2 Grab Effluent 1,2-Dichlorobenzene 0.580 1.227 See Note 2 Grab Effluent 1,3-Dichlorobenzene 0.233 0.331 See Note 2 Grab Effluent 1,4-Dichlorobenzene 0.113 0.211 See Note 2 Grab Effluent 1,1-Dichloroethane 0.166 0.444 See Note 2 Grab Effluent 1,2-Dichloroethane 0.512 1.588 See Note 2 Grab Effluent 1,1-Dichloroethylene 0.120 0.188 See Note 2 Grab Effluent 1,2-trans-Dichloroethylene 0.158 0.406 See Note 2 Grab Effluent 2,4-Dichlorophenol 0.294 0.843 See Note 2 Grab Effluent 1,2-Dichloropropane 1.152 1.731 See Note 2 Grab Effluent 1,3-Dichloropropylene 0.218 0.331 See Note 2 Grab Effluent Diethyl phthalate 0.610 1.528 See Note 2 Grab Effluent 2,4-Dimethylphenol 0.135 0.271 See Note 2 Grab Effluent Dimethyl phthalate 0.143 0.354 See Note 2 Grab Effluent 4,6-Dinitro-o-cresol 0.587 2.085 See Note 2 Grab Effluent 2,4-Dinitrophenol 0.534 0.926 See Note 2 Grab Effluent 2,4-Dinitrotoluene 0.851 2.145 See Note 2 Grab Effluent 2,6-Dinitrotoluene 1.919 12.3 ug/L See Note 2 Grab Effluent Ethylbenzene 0.241 0.813 See Note 2 Grab Effluent DEQ-CFW 00002887 , Permit NC0003573 A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SUBPART I (CONTUNUED) Beginning on the effective date of this permit and lasting through the expiration date, the Permittee shall comply with the limitations and monitoring frequencies established below at outfall 001: PARAMETER EFFLUENT LIMITATIONS MONITORING REQUIREMENTS 1Vlonthly Aver. er Daily Maxiznuarizl Measurement . Fre uenc Sample a Sample Location Fluoranthene 0.188 28.2 ug/L See Note 2 Grab Effluent Fluorene 0.166 0.444 See Note 2 Grab Effluent Hexachlorobenzene 0.113 0.5 µg/L Annually' Grab Effluent Hexachlorobutadiene 0.151 0.369 See Note 2 Grab Effluent Hexachloroethane 0.158 0.406 See Note 2 Grab Effluent Methyl Chloride 0.647 1.430 See Note 2 Grab Effluent Methylene Chloride 0.301 0.670 See Note 2 Grab Effluent Naphthalene 0.166 0.444 See Note 2 Grab Effluent Nitrobenzene 0.203 0.512 See Note 2 Grab Effluent 2-Nitrophenol 0.309 0.519 See Note 2 Grab Effluent 4-Nitrophenol 0.542 0.933 See Note 2 Grab Effluent Phenanthrene 0.166 0.444 See Note 2 Grab Effluent Phenol 0.113 0.196 See Note 2 Grab Effluent Pyrene 0.188 0.504 - See Note 2 Grab Effluent Tetrachloroethylene 0.166 0.422 See Note 2 Grab Effluent Toluene 0.196 0.602 See Note 2 Grab Effluent 1,2,4-Trichlorobenzene 0.512 1.054 See Note 2 Grab Effluent 1,1,1-Trichloroethane 0.158 0.406 See Note 2 Grab Effluent 111,2-Trichloroethane 0.158 0.406 See Note 2 Grab Effluent Trichloroethylene 0.158 0.406 See Note 2 Grab Effluent Vinyl Chloride 0.783 2.017 See Note 2 Grab Effluent Total Chromium 8.355 20.849 Annually Grab Effluent Total Copper 10.914 25.441 Annually Grab Effluent Total Cyanide 3.161 9.032 See Note 2 Grab Effluent Total Lead 2.409 5.194 See Note 2 Grab Effluent Total Nickel 12.720 29.957 Annually Grab Effluent Total Zinc 7.903 19.645 Annually Grab Effluent Notes: 1. All units are lbs/day unless otherwise noted. 2. Monitoring for the specified parameters has been waived based on a demonstration made by the Permittee in accordance with 40 CFR 122.44(a)(2)(i). This waiver is good only for the term of the permit. Please note that any exceedence of the effluent limitations found herein shall be considered a permit violation subject to appropriate enforcement action. 3. The most sensitive analytical method available shall be employed for determining the presence of hexachlorobenzene in the effluent. DEQ-CFW 00002888 Permit NC0003573 A. (3) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Beginning on the effective date of this permit and lasting through the expiration date, the Permittee is authorized to discharge from Outfall 002 (boiler blowdown, once -through cooling water, and treated wastewater from outfall 001) Such discharges shall be limited and monitored by the Permittee as specified below: PARAMETER EFFLUENT LIMITATIONS MONITORING REQUIREMENTS Monthly Average Daily Maximum. Measurement Frequency Sample e Sample Location' ` Flow (MGD) Continuous Recording Effluent or Influent Temperature, °C See Note 2 Daily3 Grab Effluent, Upstream, Downstream BOD5, 20°C Quarterly Composite Effluent COD Quarterly Composite Effluent Fluoride (ug/L) Quarterly Grab Effluent Dissolved Oxygen Weekly Grab Upstream, Downstream PFOA4 Monthly Grab Effluent Total Phosphorus Monthly Composite Effluent Total Nitrogen (NO2+NO3+TKN) Monthly Composite Effluent Conductivity Weekly Grab Upstream, Downstream Chronic Toxicity See Note 5 Quarterly Composite Effluent pH Between 6.0 and 9.0 Standard Units 3/Week Grab Effluent Notes: 1. Upstream shall be at the Permittee's river pump station; downstream shall be at the boat ramp approximately 4500 feet downstream at Prospect Hall Landing. As a participant in the Middle Cape Fear River Basin Association, the instream monitoring requirements as stated above are waived. Should your membership in the agreement be terminated, you shall notify the Division immediately and the instream monitoring requirements specified in your permit shall be reinstated. 2. The temperature of the effluent shall be such as not to cause an increase in the temperature of the receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C. 3. Daily shall be defined as every day except Saturdays, Sundays, and legal holidays. Instream temperature sampling shall be conducted weekly. 4. PFOA (Perfluorooctanoic acid) - The Cape Fear River water intake may be sampled for PFOA on a monthly basis and reported as an upstream parameter in DWQ Form — MR-3. 5. Chronic Toxicity (Ceriodaphnia) P/F @ 3.3% February, May, August, November; see condition A. (4) of this permit. The compliance monitoring point for chronic toxicity shall be downstream of the confluence of outfall 001 and 002. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS. DEQ-CFW 00002889 Permit NC0003573 A. (4) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY) — OUTFALL 002 The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 3.3%. The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be performed during the months of February, May, August, and November. 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 II Chronic Whole Effluent Toxicity Test 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 Toxicity Test 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 (MR-1) for the months in which tests were performed, using the parameter code TGP313 for the pass/fail results and THP313 for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address: Attention: Environmental Sciences Section North Carolina Division of Water Quality 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data, and be 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 (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during the following month. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. DEQ-CFW 00002890 Permit NC0003573 A. (5) RE -OPENER CONDITION This permit shall be modified, or revoked and reissued to incorporate additional toxicity limitations and monitoring requirements in the event toxicity testing or other studies conducted on the effluent or receiving stream indicate that detrimental effects may be expected in the receiving stream as a result of this discharge. A. (6) BIOCIDE CONDITION The permittee shall not use any biocide except those approved in conjunction with the permit application. The permittee shall notify the Director in writing not later than ninety (90) days prior to instituting use of any additional biocide used in cooling systems which may be toxic to aquatic life other than those previously reported to the Division of Water Quality. Such notification shall include completion of Biocide Worksheet Form 101 and a snap locating the discharge point and receiving stream. � �U lf r �. he f DEQ-CFW 00002891