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HomeMy WebLinkAboutNC0003573_Renewal App. 2016_20160303 Chamours— TheChemoursCompany 910-483-46810 Fluoroproducts chemours com 22828 NC Highway 87 W Fayetteville,NC 28306-7332 CERTIFIED MAIL ARTICLE NUMBER 7002 0860 0006 9104 7828 RETURN RECEIPT REQUESTED April 27, 2016 Ms. Wren Thedford NCDEQ Division of Water Resources NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 RECEIVED/NCDEQ/DWR MAY O'S 1016 SUBJECT: NPDES Permit Renewal Application Water Quality NPDES Permit No. NC0003573 Permitting Section Dear Ms. Thedford: The Chemours Company — Fayetteville Works is requesting renewal of NPDES Wastewater Discharge Permit No. NC0003573. Since the issuance of the last permit, the ownership of this facility changed from the DuPont Company to The Chemours Company FC, LLC. Also, two separate companies,Kuraray America Inc. and the DuPont Company,are operating manufacturing units and are treating and discharging their wastewaters under the Chemours' NPDES Permit. Enclosed are the original and two copies of the General Information Form 1 (Form 3510-1), Wastewater Discharge Information Form 2C (Form 3510-2C), and additional required supporting documentation for renewal of the subject permit by the NC Division of Water Resources. Included in the permit application are the following supplemental information documents: Sludge Management Plan, Current Facility Wastewater Management, Current Facility Operating Conditions, Alternate Application Schedule for §316(b) of the Clean Water Act, Elimination of Monitoring Requirement for PFOA, and the non-reporting of bis(chloromethyl) ether. If you have any questions or need additional information, please contact me at (910) 678-1155. Sincerely, a E. Johnson, PE nvironmental Manager Enclosures r v pleAe print or type in the unshaded areas only Form Approved OMB No 2040-0086 FORM U S.ENVIRONMENTAL PROTECTION AGENCY I EPA I D NUMBER 1 �+ GENERAL INFORMATION \E/EPA 5 NCD 047 368 642 TrA Consolidated Permits Program F D GENERAL (Read the"General instructions"before starang) 2 3 14 5 GENERAL INSTRUCTIONS LABEL ITEMS If a prepnnted label has been provided, affix it in the designated space Review the information carefully,if any of it I. EPA I D NUMBER is incorrect,cross through it and enter the correct data in the appropriate fill-in area below Also,if any of the preprinted data is absent (the area to the left of the label space lists the III. FACILITY NAME PLEASE PLACE LABEL IN THIS SPACE information that should appear),please provide it in the proper fill-in area(s)below If the label is complete and correct,you V. FACILITY MAILING need not complete Items I, III,V,and VI (except VI-B which ADDRESS must be completed regardless) Complete all items if no label has been provided Refer to the instructions for detailed item ncollected for the legal authorizations under which this VI FACILITY LOCATION data is ollected II POLLUTANT CHARACTERISTICS INSTRUCTIONS Complete A through J to determine whether,you need to submit any permit application forms to the EPA If you answer"yes"to any questions,you must submit this form and the supplemental form listed in the parenthesis following the question Mark"X"in the box in the third column if the supplemental form is attached If you answer"no"to each question,you need not submit any of these forms.You may answer"no"if your activity is excluded from permit requirements,see Section C of the Instructions See also,Section D of the instructions for definitions of bold-faced terms Mark*X* Mark"X" SPECIFIC QUESTIONS YES NO FORM SPECIFIC QUESTIONS YES NO FORM ATTACHED ATTACHED A Is this facility a publicly owned treatment works which B Does or will this facility (either existing or proposed) results in a discharge to waters of the U.S?(FORM 2A) X include a concentrated animal feeding operation or aquatic animal production facility which results in a 16 ,r 1e discharge to waters of the U.S?(FORM 2B) 19 20 21 C Is this a facility which currently results in discharges to �/ �/ D Is this a proposed facility(other than those described in A waters of the U.S.other than those described in A or B X X or B above)which will result in a discharge to waters of X above?(FORM 2C) zz 23 2. the U.S.9(FORM 2D) 25 26 27 E Does or will this facility treat, store, or dispose of F Do you or will you inject at this facility industrial or hazardous wastes?(FORM 3) X municipal effluent below the lowermost stratum X containing, within one quarter mile of the well bore, 26 N underground sources of drinking water?(FORM 4) 31 32 33 G Do you or will you inject at this facility any produced water H Do you or will you inject at this facility fluids for special or other fluids which are brought to the surface in processes such as mining of sulfur by the Frasch process, connection with conventional oil or natural gas production, X solution mining of minerals, in situ combustion of fossil X inject fluids used for enhanced recovery of oil or natural fuel,or recovery of geothermal energy?(FORM 4) gas, or inject fluids for storage of liquid hydrocarbons? (FORM 4) 34 35 36 31 1 36 39 1 Is this facility a proposed stationary source which is one J Is this facility a proposed stationary source which is of the 28 industrial categories listed in the instructions and �/ NOT one of the 28 industrial categories listed in the which will potentially emit 100 tons per year of any air X instructions and which will potentially emit 250 tons per X pollutant regulated under the Clean Air Act and may affect year of any air pollutant regulated under the Clean Air Act or be located in an attainment area?(FORM 5) 40 91 42 and may affect or be located in an attainment area? 43 44 u (FORM 5) III NAME OF FACILITY T, KIEE&mours Company - Fayetteville Works 15 18-29 70 � IV FACILITY CONTACT A NAME&TITLE(last,first,&ade) B PHONE(area code&no) 2 Johnson, Michael, Environmenta Manager ( 1 ) 6 8-1 5 15 16 45 46 48 l9 51 1 52- 55 V.FACILTY MAILING ADDRESS A STREET OR P O BOX 3 c22828 NC Highway 87 WW 5 16 45 B CITY OR TOWN C STATE D ZIP CODE 4 Fayetteville, C 2 3 6 15 16 40 41 42 47 51 VI. FACILITY LOCATION A STREET,ROUTE NO OR OTHER SPECIFIC IDENTIFIER c 5 2 8 8 NC ighway 8 5 16 45 B COUNTY NAME Bladen ,� to C CITY OR TOWN D STATE E ZIP CODE F COUNTY CODE(if known) c F y t evi 1 C 23 6 3 017 15 16 40 41 42 47 51 52 -SC EPA Form 3510-1(8-90) CONTINUE ON REVERSE c `COt?TINUED FROM THE FRONT VII SIC CODES(4-digit,to order of rion A FIRST B SECOND Jt (specfy) INDUSTRIAL ORGANIC CHEMICALS (1peC�)LAMINATED PLASTICS PLATE, SHEET, AND PROFILE SHAPES 7 2869 7 3083 15 16 19 15 16 19 C THIRD D FOURTH 43'08'Al (6pec�)UNSUPPORTED PLASTICS FILM AND SHEET t (sped) PLASTIC MATERIALS AND RESINS NOTE Kuraray Butacite HutaciteO and SentryGlasO sheeting 7 2 8 2 1 NOTE: DuPont PVF resin process units process units 15 VIII OPERATOR INFORMATION A NAME B.Is the name listed In Item Jc VIII-A also the owner? s The Chemours Company FC, LLC G3 YES ❑NO 5 16 55 B6 C.STATUS OF OPERATOR(Enter the appropriate letter into the answer box if"Other,"specify) D PHONE(area code&no) F=FEDERAL M=PUBLIC(otherthanfederal orstate) p (specify) S=STATE 0=OTHER(specfy) A (302) 773-1000 P=PRIVATE % 1516 18 19 21 22 26 E STREET OR P o BOX 1 0 arI t treet 26 55 F CITY OR TOWN G STATE H ZIP CODE IX INDIAN LAND JB Is the facility located on Indian lands? Wilmington DE L19898 ❑YES 13 NO 52 15 16 �0 t1 t2 47 - 51 X EXISTING ENVIRONMENTAL PERMITS A NPDES D,schar es toSurface Water D PSD AirFnmvons from Pro osedSources C T C T 9 N NC0003573 9 1 P NC Title V Permit 03735 15 16 1] 18 30 151 18 1 1] 19 B U I C Under roundlnecuanjFlutds E OTHER s ect ) C T I�W6003 t eC1 Land App l kation Penult 9 U N/A 431 (p h) , 18 ]9 C RCRA Hazardous Wastes E OTHER(specify) C T I C T (specify) 9 R NCD047368642 9 15 1 16 1] 18 39 1 15 1 18 117 118 XI MAP Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries.The map must show the outline of the facility,the location of each of Its existing and proposed Intake and discharge structures,each of Its hazardous waste treatment,storage,or disposal facilities,and each well where it Injects fluids underground Include all springs,rivers,and other surface water bodies In the map area.See instructions for precise requirements XII.NATURE OF BUSINESS(provide a bnefdescnphon) The Chemours Company - Fayetteville Works (formerly the DuPont Company - Fayetteville Works) is a fluorinated chemicals manufacturer situated on"a 2,200-acre property in northwestern Bladen County, NC. The Chemours, products produced at the facility include fluorinated monomers and fluorinated vinyl ethers, Nafion" membranes and dispersion, and fluoropolymer processing aids. Chemours operates two natural gas / fuel oil-fired boilers, which provides steam for the entire facility. Also located at this facility are two tenant companies: Kuraray America Inc. and the DuPont Company. Kuraray operates the Butacite° polyvinyl butyral (PVB) thermoplastic sheet and resin manufacturing unit and the SentryGlasO ionoplast interlayer manufacturing unit. DuPont operates two polyvinyl fluoride (PVF) resin manufacturing units. Chemours receives and treats all of the Kuraray and DuPont process wastewater, sanitary wastewater, and contact stormwater in the Chemours' owned and operated wastewater treatment plant, and discharges that treated wastewater through Outfall 001 under the Chemours' NPDES Wastewater Discharge Permit (Permit No. N00003573) . The Kuraray and DuPont non-contact cooling waters and stormwaters are discharged through Outfall 002 under the Chemours' NPDES Wastewater Discharge Permit. XIII CERTIFICATION(see instructions) I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that,based on my inquiry of those persons immediately responsible for obtaining the information contained to the appltcatro I believe that the information is true,accurate,and complete I am aware that there are significant penalties for submitting false information,including the possibility of fi and imprisonment A.NAME 8 OFFICIAL TITLE(type orprint) B SI ATURE�/// C DATE SIGNED Ellis H. MCGaughy - Plant Manager ;(// `Z'7/2'01� COMMENTS FOR OFFICIAL USE ONLY 'V JC s ,6 55 EPA Form 3510-1(8-90) DUART QUADRANGLE STATE OF NORTH CAROLINA UNITED STATES DEPARTMENT OF NATURAL RESOURCE �yoAs� DEPARTMENT OF THE INTERIOR NORTH CAROLINA AND COMMUNITY DEVELOPMENT z� 7.5 MINUTE SERIES (TOPOGRAPHIC) RALEIGH, N.C. GEOLOGICAL SURVEY 5E14 SAIN'P PAULS 15' QUADRANGLE G hal.TO l.N7PRSTATF 9v 5253/V NE 78°5?' 30° 6950 0-E cabs C,-EEK G AN. 697 5 699 / (CEDAR CREEK) <i 34°52' 30'' - BM C�m 144 -140 -- . i_-� � l � �� •/737 x - b l 75Mr . �° 1 • I B 140 . w� i \\ / I ° S o v 3860000-N ' 731 l �V �V, Ci Cem V " / ° e 7" L `�. �L 1. -� • .�J��.' ' _ i -1 � a hWo'pd o en 1 ake 3859 �— C f Cam Mill ek •i '�1, �- _� _� •4"— a��� 1 _ --- pin k _ _ � " oze ` Wil s r eki 3858° C �F13 7&Tanks it S� p glA ��', ��r ' ✓ i V 6e •158 Tanks 1 0 o r nd Waste onds 3857 - S bstatro o _ r ;l \ FACILITY LEGAL \ agin + 'I 117 , � rr{; Huske I BOUNDARY Dam No 3 0 1 ---- Daniel 50' SM 14s 1 3856 — -- o > - 66 o _ 'g. ° 7C 758 - '�^ \. O- i-75 Ap 3855 7 " a erBo °° " pQ9e• � � - r em O � y .•_ �aros Hal - y Lock s M 145 i _--. + o i ARadio - Tower Boat ogre �mP W� SCALE 1:24 000 cz�z .5 D MILES o 1000 0 1000 2000 3000 40005000 6000 7000 8000 / 9000 10 000 •5 0 KILOMETERS 1 l000 0METERS 1000 k 2000 \" CONTOUR INTERVAL 5 FEET (' NATIONAL GEODETIC VERTICAL DATUM OF 1929 " _ Boone_ Duact cam 3852 Roadside' THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS BM 136 47' 30° FOR SALE BY U.S. GEOLOGICAL SURVEY,DENVER,COLORADO 80225,OR RESTON,VIRGINIA 22092 A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST CHEMOURS COMPANY - FAYETTEVILLE WORKS LOCATIONS OF INTAKE AND DISCHARGE STRUCTURES NORTH dP RIVER WATER INTAKE SAW " "� AND PUMPS t r i, i -� '� OUTFALL 002 OUTFALL 001 EFFLUENT DISCHARGE POINT USACE LOCK& DAM W. CHEMOURS COMPANY - FAYETTEVILLE WORKS s LOCATIONS OF HAZARDOUS WASTE MANAGEMENT FACILITIES NORTH Two(2)Waste dk { Fluorocarbon Tanks ` (corrosive, reactive,toxic) Waste DMSO - � ' Storage Tank ti� (corrosive) ►_;� ',�°� __�- Hazardous Waste �� • -` • � ,;,� Storage Area :, '" �� Waste - ��� (corrosive,toxic) Y '��.� Fluorocarbon Tank • (corrosive, -- reactive,toxic) "�;�, "-� � Ignitable Waste �l �' � Container USACE LOCK& DAAS= �;�. �{` Fir. - *• �v * k� * �' �'��i 1 t .-� h � � *1\� _.. *•* 'r. r r ri I • •�� '•yam,.: . 4. YAl 1. v '{ 1, r ! I 1 A� ' Properly!1 t ' ' t 1000 All welts are 0 Photograph 11 shown1.000 2,000 EPA 1.D.NUMBER(,opi 1rwn ltrnr I r)/hirrnr I) Form Approved. OMB No.2040-0086. Please print or type in the unshaded areas only. IVCD 047 368 642 Approval expires 3-31-98. FORM U.S.ENVIRONMENTAL PROTECTION AGENCY ZC \-/EPA EXISTING MANUFACTURING, FOR PERMIT TO DISCHARGE WASTEWATER ACTURING,COMMERCIAL,MINING AND SILVICULTURE OPERATIONS NPDES Consolidated Permits Program I.OUTFALL LOCATION For each outfall,list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water. A.OUTFALL NUMBER B.LATITUDE C.LONGITUDE (h,i) 1 DEG 2,MIN. 3 SEC 1 DEG 2.MIN. 3 SEC. D.RECEIVING WATER(mune) 001 34.00 50.00 22.93 -78.00 50.00 11.47 Cape Fear River 002 34.00 50.00 21.58 -78.00 49.00 25.70 Cape Fear River II.FLOWS,SOURCES OF POLLUTION,AND TREATMENT TECHNOLOGIES A Attach a line drawing showing the water flow through the facility.Indicate sources of intake water,operations contributing wastewater to the effluent,and treatment units labeled to correspond to the more detailed descriptions in Item B.Construct a water balance on the line drawing by showing average flows between intakes,operations, treatment units,and outfalls.If a water balance cannot be determined(e.g..for certain mining activities).provide a pictorial description of the nature and amount of any sources of water and any collection or treatment measures. B. For each outfall, provide a description of: (1)All operations contributing wastewater to the effluent, including process wastewater,sanitary wastewater,cooling water, and storm water runoff; (2) The average flow contributed by each operation: and (3)The treatment received by the wastewater. Continue on additional sheets if necessary. 1 OUT- 2.OPERATION(S)CONTRIBUTING FLOW 3.TREATMENT FALL b.AVERAGE FLOW b.LIST CODES FROM NO.(lot) a.OPERATION(hvr) (u),fmIe unu) a.DESCRIPTION TABLE 2C-1 01 Che,—urs Man,:`.a�--.wring P=xess�:+ 51OL•OCICAL WASTEWATER. TREATMENT PLANT 0 -- 7.59,361 gal/day xcraray Eutacite Mfg Process (1) Influent S- 5�5,55": gal/day 1-O -ura-a' Sentr -las Mfg Process eZ) Equalizac.ioa with mr>:ina and aeration Y'= - � gal/day E DuPont _VF Mfg Processes 211,655 gal/day '3) emergency Retention Tank 1-C Demin water Neutralized R-egene_'atc '4! -_e-Digester Tank 75,000 gal/day 3-E Sanitary Sewer 10,000 gal/day (5) Activated Sludge Aeration Tank - A Process Areas S--.water 3-1,215 gal;day (6) Clarrficatron (3 clarifiers in ca—_1-'_ L--- TOTAL INFLUENT TOWWTP 1,205,aaa gal/day Evawra:i:n from WWTP Operations 50,000gal/riay EIOLOGICAL S-'2DGE ._?LIPS-i - . Evaporation from Sludge Drying 19,943ga y 1/da I1) Dissolved Air Flotation water Content of 2,493 gal/daY (2) Rotary Filter OLITTAL- 0^1 TOTAL EFF',JEN'f 1,133,452 gal/day (3) Sludge Filter Fri. -- f4I Sludge Steam-Hca--I .- (5) L`isr—1 — Off-: ..;:I I. 002 Outfall 001 Treated Effluen- 1,1s3,552 —1!day - NonCantact river ware- 23,057,345 gal!day Near—tacr. Eilte_-ed water 1,9_a,3.a a.1/day Stormwater 214,509 gal/tiny sediment Removal 50,000 gal/day 9oiler Condensate Elow'down 3.'.4,000 gal/day O;ITFALL 002 - TOTAL EF'FL;IEN'r Discharge to surface water (Cape Fear R--)..6,013,13.3 gal/day r. OFFICIAL USE ONLY(fllurnrsrur(.lina cuh-arra;knri,,) EPA Form 3510-2C(8-90) PAGE 1 of 4 CONTINUE ON REVERSE CONTINUED FROM THE FRONT C.Except for storm runoff,leaks,or spills.are any of the discharges described in Items II-A or B intermittent or seasonal? ❑YES(complete the fill,-,g!able) W1 NO Cvn ru.S i lnnr 1/1) 3 FREQUENCY 4 FLOW a DAYS PER B TOTAL VOLUME 2 OPERATION(s) WEEK b MONTHS a.FLOW RATE( nrG,Q (.,prn)r�wluuun) 1 OUTFALL CONTRIBUTING FLOW (+prr(1i PER YEAR 1 LONGTERM 2 MAXIMUM 1 LONG TERM 2 MAXIMUM C DURATION NUMBER(h,t) AVERAGE DAILY AVERAGE DAILY III.PRODUCTION A.Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to your facility? W]YES(omtpletn Item 111-1i) ❑NO Cpo to Semon 11) B.Are the limitations in the applicable effluent guideline expressed in terms of production(or other measure of operation)? ❑YES(complete Nem 1/1-() W]NO(ea to.Secuan 11) C-If you answered"yes"to Item III-B,list the quantity which represents an actual measurement of your level of production,expressed in the terms and units used in the applicable effluent guideline,and indicate the affected outfalls. 1.AVERAGE DAILY PRODUCTION 2.AFFECTED OUTFALLS a.QUANTITY PER DAY b.UNITS OF MEASURE c.OPERATION,PRODUCT,MATERIAL,ETC. (h,lomlitll muahen) (sperrh) IV.IMPROVEMENTS A Are you now required by any Federal, State or local authority to meet any implementation schedule for the construction, upgrading or operations of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application?This includes,but is not limited to, permit conditions,administrative or enforcement orders,enforcement compliance schedule letters,stipulations,court orders,and grant or loan conditions. ❑YES(romplew the fid/m,my tahk) ©NO(iu w Nem II'-R) 1.IDENTIFICATION OF CONDITION, 2.AFFECTED OUTFALLS 3.BRIEF DESCRIPTION OF PROJECT 4.FINAL COMPLIANCE DATE AGREEMENT.ETC. a NO. b SOURCE OF DISCHARGE a REQUIRED b.PROJECTED B. OPTIONAL: You may attach additional sheets describing any additional water pollution control programs (or other environmental projects which may affect your discharges)you now have underway or which you plan.Indicate whether each program is now underway or planned,and indicate your actual or planned schedules for construction. ❑MARK"X"IF DESCRIPTION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED EPA Form 3510-2C(8-90) PAGE 2 of 4 CONTINUE ON PAGE 3 i EPA I.D.NUMBER(ru/„/rum lien,/q// ,nn l) CONTINUED FROM PAGE 2 NCD 047 368 642 V INTAKE AND EFFLUENT CHARACTERISTICS A.B,8 C See instructions before proceeding—Complete one set of tables for each outfall—Annotate the outfall number in the space provided. NOTE:Tables V-A.V-B.and V-C are included on separate sheets numbered V-1 through V-9. D. Use the space below to list any of the pollutants listed in Table 2c-3 of the instructions,which you know or have reason to believe is discharged or may be discharged from any outfall.For every pollutant you list,briefly describe the reasons you believe it to be present and report any analytical data in your possession. 1.POLLUTANT 2.SOURCE 1.POLLUTANT 2.SOURCE None of the pollutants listed in Table 2C-3 are believed to Inc. present in the wastewater discharge from thi site. VI.POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS Is any pollutant listed in Item V-C a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or byproduct? W1YES(6ct all nah Pollutant,hrGn, ❑NO(,,u tr,Item 17-8) Antimony Benzene 1,2-dichloroethane Methylene chloride Toluene EPA Form 3510-2C(8-90) PAGE 3 of 4 CONTINUE ON REVERSE CONTINUED FROM THE FRONT VII.BIOLOGICAL TOXICITY TESTING DATA Do 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 3 years? ©YES(nlomlt the teuly/uud de rnhc their pure—,,h.luo) ❑NO(¢o ro Sewwr I'lll) The "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure" is performed each quarter in accordance with the requirement of condition A(4) of the facility's NPDES Permit. The NCDEQ Division of Water Resources has copies of the Form AT-1 test results that were submitted with the Discharge Monitoring Reports during the period from February 2012 through February 2016. The quarterly chronic test performed during February 2012, failed for the ceriodaphnia dubia reproduction. The required monthly chronic tests performed in March and April 2012 both passed. No other toxicity test failures occurred during the five-year term of the current permit. VIII.CONTRACT ANALYSIS INFORMATION Were any of the analyses reported in Item V performed by a contract laboratory or consulting firm? ®YES(ler thr n.nnr a,hire,.and idep{wne number of and pollrnunte analrcrd{,r. ❑NO(,4o ro Semon A) rorh w,h hrhoranory or firer hchnr) . A NAME B ADDRESS C.TELEPHONE D.POLLUTANTS ANALYZED (area rude X no.) (list) TBL 2401 West 5th Street 910-738-6190 Chemical Oxygen Demand Lumberton, NC 28358 (COD); Total Organic Carbon (TOC); Total Susoended Solids (TSS); Ammonia (as N); Color; Fecal Coliform; Fluoride; Nitrate-Nitrite (as N); Nitrogen; Total Organic (as N); Oil and Grease; Total Phosphorus (as P); Sulfate (as SO4)1 Surfactants; Total Aluminum; Total Iron; Total Magnesium; Total Manganese; Part C Metals, Cyanide, and Total Phenols; Fart C GC/MS - Volatile Compounds; Part C GC/MS - Acid Compounds; Part C GC/MS - Base/Neutral Compounds; Part C GC/M5 Fraction - Pesticides IX.CERTIFICATION 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. A.NAME&OFFICIAL TITLE(npr orpron) B PHONE NO.(arra rodr&no.) Ellis H. McGaughy - Plant Man er (910) 678-1224 C.SIGN URE (Q D DATE SIGNED /Z-7 EPA Form 3510-2C(8-90) PAGE 4 of 4 FORM 2C ITEM II-A: LINE DRAWING NPDES PERMIT RENEWAL APPLICATION Chemours Company-Fayetteville Works WATER BALANCE (Revised 04-21-2016) NPDES Permit No. NC0003573 Flow Units: Gallons per Day Basis: (1) All Manufacturing Units operating (2) Maximum 30-day average of measured flows(2013-2015) Cape Fear River 26,567,845 NaOCI 3,500,000 Sediment Filtered Water 50,000 FILTERED 2,400,000 WATER SYSTEM NON-CONTACT RIVER WATER COOLING WATER 1,050,000 to/from each unit200,000 1,800,000 Demineralized DEMINERALIZED Water WATER SYSTEM 975,000 100,000 150,000 150,000 23,067,845 Neutralized Regenerate 325,000 72,000 578,000 Atmosphere PURCHASED KURARAY AMERICAS KURARAY AMERICAS 'DUPONT DUPONT POTABLE 10,000 CHEMOURS . BUTACITEtRt SENTRYGLASIRI POLYVINYL POLYVINYL WATER 1,000 FLUOROPRODUCT MANUFACTURING POLYVINYL BUTYRAL LAMINATE FLUORIDE FLUORIDE PROCESSES MANUFACTURING MANUFACTURING i RESIN- RESIN SANITARY PROCESS PROCESS PROCESS#1 PROCESS#2 FACILITIES BOILERS, STORM- WATER 159,361_j 655,657 105,827 105,827 100,000 Stormwa 10,000 ^—— 75,000 112,639 1,722,343 44,173 44,173 Process r from I Process Alas I 94,216 I I Condensate/Blowdown 1 1 Non-Contact Cooling Water I 26,813,133 1 I 1,205,888 214 509 Non-process Stormwater I Evaporation I ? OUTFALL ACTIVATED 3 3 002 H I CLARIFI- OUTFALL 50,000 SLUDGE CATION' 001 °o °0 0 19 I 324 000 WWTP EI I cc c ml U U U Evaporation 19,943 BIOSOLIDS o o `o DEWATER/ 1,133,452 Z Z Z I Biosohds Moisture 2,493 �-- DRYING 1 I OUTFALL 001 PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY.You may report some or all of this information FEPA LD NUMBER(copyfrom Item I of Form 1) on separate sheets(use the same format)instead of completing these pages NCD 047 3 68 642 SEE INSTRUCTIONS. OUTFA V.INTAKE AND EFFLUENT CHARACTERISTICS(continued from page 3 ofForm 2-C) 0 LL NO. - ooi PART A-You must provide the results of at least one analysis for every pollutant in this table.Complete one table for each outfall.See instructions for additional details. 3.UNITS 4.INTAKE 2.EFFLUENT (.specrfv(blank) (opnona( b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG.VALUE a.LONG TERM a MAXIMUM DAILY VALUE (ifavatfable) fmwdable) AVERAGE VALUE d.NO.OF a.CONCEN- b.NO.OF 1.POLLUTANT CONCENTRATION (2)MASS CONCENTRATION (2)MASS (1)CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES a.Biochemical Oxygen 71.0 675.9 26.8 207.1 5.8 37.8 465 m L lb. n a n a n a Demand(BOD) g/ / / / b.Chemical Oxygen 32.1 313.2 1 m Demand(COD) g/L lb. n/a n/a n/a c.Total Organic Carbon (TOC) 84.9 828.4 1 mg/L lb. n/a n/a n/a d.Total Suspended /L lb. n/a n/a n/a 44.0 387.8 22.0 177.0 9.8 54.6 465 m Solids(TS.S� mg /L 0.414 4.0 1 mg/L lb. n/a n/a n/a VALUE VALUE VALUE VALUE f.Flow 1.627 1.133 0.907 1095 MGD MGD n/a n/a g Temperature VALUE VALUE VALUE VALUE (hinter) 26.0 22.2 18.4 118 °C n/a n/a h.Temperature VALUE VALUE VALUE VALUE (summer) 32.0 30.6 29.0 118 °C n/a n/a MINIMUM MAXIMUM MINIMUM MAXIMUM i•PH 6.37 8.47 n/a n/a 374 STANDARD UNITS PART B- Mark"X"in column 2-a for each pollutant you know or have reason to believe is present.Mark"X"in column 2-b for each pollutant you believe to be absent.If you mark column 2a for any pollutant which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a,you must provide quantitative data or an explanation of their presence in your discharge.Complete one table for each outfall.See the instructions for additional details and requirements. 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(opuonal) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c LONG TERM AVRG.VALUE a.LONG TERM AVERAGE AND a b a.MAXIMUM DAILY VALUEr available ) (fm,minble) VALUE CAS NO. (f BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- b NO.OF (favadable) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES a.Bromide (24959-67-9) b Chlorine,Total Residual X 0.03 0.3 1 mg/L lb. n/a n/a n/a c.Color \X 10 n/a 1 PCU n/a n/a n/a n/a X d.Fecal Coliform est. 2 n/a 1 col/dL n/a n/a n/a n/a e.Fluoride (16964 4&8) 170 1659 1 mg/L lb. n/a n/a n/a (asi to Nitrite X 0.065 0.6 1 mg/L lb. n/a n/a n/a EPA Form 3510-2C((88-990) PAGE V-1 CONTINUE ON REVERSE OUTFALL 001 ITEM V-B CONTINUED FROM FRONT 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optronan 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONGTERM AVRG.VALUE a.LONG TERM AND a b a.MAXIMUM DAILY VALUE (ijavadable) (ifavadable) AVERAGE VALUE CAS NO. BELIEVED BELIEVED 1 d.NO.OF a.CONCEN- 1 b.NO.OF (javadable) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES g.Nitrogen, Total Organic(asX 1.016 9.9 1 mg/L lb. n/a n/a n/a M h.Oil and <5.6 <50.0 5.2 42.5 0.26 1.87 36 mg/L lb. n/a n/a n/a Grease i Phosphorus ` (as P),Total X 12.4 121.0 1 mg/L lb. n/a n/a n/a (7723-14-0) I.Radioactivity (1)Alpha,Total \X (2)Beta,Total X (3)Radium, ,�` Total (4)Radium 226, \/ Total x k.Sulfate (assn,) 1083 10568 1 mg/L lb. n/a n/a n/a (14808-79-8) I.Sulfide x(as S) m.Sulfite ` , (as S03) y (14265-45-3) /\ n.Surfactants X 3.07 30.0 1 mg/L lb. n/a n/a n/a o.Aluminum, TotalX 0.19 1.9 1 mg/L lb. n/a n/a n/a (7429-90-5) p.Barium,Total (7440-39-3) q.Boron,Total (7440.42-8) r.Cobalt,Total x(7440-48-4) s.Iron,Total \/ (7439-89-6) �\ 0.28 2.7 1 mg/L lb. n/a n/a n/a I.Magnesium, Total 2.26 22.1 1 mg/L lb. n/a n/a n/a (7439-95-4) u.Molybdenum, Total X (7439-98-7) v.Manganese, Total <0.005 <0.049 1 mg/L lb. n/a n/a n/a (7439-96-5) w.Tin,Total (7440-31-5) x.Titanium, Total u (7440-32-6) EPA Form 3510-2C(8-90) PAGE V-2 CONTINUE ON PAGE V-3 OUTFALL 001 EPA I.D.NUMBER(copyfromltem I of Form 1) OUTFALL NUMBER CONTINUED FROM PAGE 3 OF FORM 2-C NCD 047 368 642 001 PART C- If you are a primary industry and this outfall contains process wastewater,refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for.Mark"X"in column 2-a for all such GC/MS fractions that apply to your industry and for ALL toxic metals,cyanides,and total phenols.If you are not required to mark column 2-a(secondary industries,nonprocess wastewater outfalls, and nonrequired GC/MS fractions),mark"X"in column 2-b for each pollutant you know or have reason to believe is present.Mark"X"in column 2-c for each pollutant you believe is absent.If you mark column 2a for any pollutant,you must provide the results of at least one analysis for that pollutant.If you mark column 2b for any pollutant,you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater.If you mark column 2b for acrolem,acrylonitrile,2,4 dinitrophenol,or 2-methyl-4,6 dmitrophenol,you must provide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater.Otherwise,for pollutants for which you mark column 2b,you must either submit at least one analysis or briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7 pages to this part, please review each carefully Complete one table(all 7 pages)for each outfall See instructions for additional details and requirements. 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(opuona( 1.POLLUTANT b MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a b C. a.MAXIMUM DAILY VALUE (rfavadable) VALUE(ifavaifable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b NO.OF (ifavailable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES METALS,CYANIDE,AND TOTAL PHENOLS 1 M.Antimony,Total <0.002 <0.020 1 mg/L lb. n/a n/a n/a (7440-36-0) 2M.Arsenic,Total <0.005 <0.049 1 mg/L lb. n/a n/a n/a (7440-38-2) 3M Beryllium,Total <0.001 <0.010 1 mg/L lb. n/a n/a n/a ' (7440-41-7) 4M.Cadmium,Total X <0.002 <0.020 1 mg/L lb. n/a n/a n/a (7440-43-9) 5M.Chromium, 0.010 0.070 0.010 0.070 0.004 0.034 4 mg/L lb. n/a n/a n/a Total(7440-47-3) 6M.Copper,Total 0.007 0.050 0.007 0.050 0.0055 0.047 4 mg/L lb. n/a n/a n/a (7440-50-8) 7M.Lead,Total <0.003 <0.029 1 mg/L lb. n/a n/a n/a (7439-92-1) 8M Mercury,Total <0.0002 <0.002 1 mg/L lb. n/a n/a n/a (7439-97-6) 9M.Nickel,Total 0.012 0.090 0.012 0.090 0.0083 0.065 4 mg/L lb. n/a n/a n/a (7440-02-0) 10M.Selenium, <0.005 <0.049 1 mg/L lb. n/a n/a n/a Total(7782-49-2) 11 M Silver,Total (7440-22-4) <0.002 <0.020 1 mg/L lb. n/a n/a n/a 12M Thallium, Total(7440-28-0) <0.005 <0.049 1 mg/L lb. n/a n/a n/a 13M.Zinc,Total 0.042 0.390 0.042 0.390 0.0343 0.286 4 mg/L lb. n/a n/a n/a (7440-66-6) 14M.Cyanide, <0.005 <0.049 1 mg/L lb. n/a n/a n/a Total(57-12-5) 15M.Phenols, <0.0400 <0.390 1 mg/L lb. n/a n/a I n/a Total DIOXIN 2,3,7,8-Tetra- DESCRIBE RESULTS Not applicable chlorodibenzo-P- Dioxin(1764-01-6) EPA Form 3510-2C(8-90) PAGE V-3 CONTINUE ON REVERSE OUTFALL 001 CONTINUED FROM THE FRONT 2.MARK"X" 3 EFFLUENT 4.UNITS 5.INTAKE(ophnna� + 1.POLLUTANT b.MAXIMUM 30 DAY VALUE C.LONG TERM AVRG. a.LONG TERM AND a. b c a.MAXIMUM DAILY VALUE (favailable) VALUE(rfavadable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO OF (favadable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-VOLATILE COMPOUNDS 1V.Accrolein (107-02-8) <0.0500 <0.488 1 mg/L lb. n/a n/a n/a 2V.Acrylonitrile �/ (107-13-1) ^ <0.0100 <0.098 1 mg/L lb. n/a n/a n/a 3V.Benzene - <0.00100 <0.10 1 mg/L lb. n/a n/a n/a 4V.Bis(Chloro- \ / medrv()Ether X Not Req ired per NCDWR NPDES Permitt'g Unit (542-88-1) 5V.Bromoform <0.00100 <0.10 1 mg/L lb. n/a n/a n/a (75-25-2) Carbon Te TetrachlorideX <0.00100 <0.10 1 mg/L lb. n/a n/a n/a (56-23-5) 7V.Chlorobenzene <0.00100 <0.10 1 mg/L lb. n/a n/a n/a (108-90-7) 8V.Chlorodi- \ / bromomethane x <0.00100 <0.10 1 mg/L lb. n/a n/a n/a (124-48-1) , ` 9V.Chloroethane �/ (75-00-3) ^ <0.00500 <0.049 1 mg/L lb. n/a n/a n/a 10V.2-Chloro- ethylvinyl Ether <0.0500 <0.488 1 mg/L lb. n/a n/a n/a (110-75-8) 11 V.Chloroform \� (67-66-3) �\ <0.00500 <0.049 1 mg/L lb. n/a n/a n/a 12V.Dichloro- bromomethaneX <0.00100 <0.10 1 mg/L lb. n/a n/a n/a (75-27-4) 13V.Dichloro- difluoromethane X <0.00500 <0.049 1 mg/L lb. n/a n/a n/a (75-71-8) 14V.1,1-Dichloro- <0.00100 <0.10 1 mg/L lb. n/a n/a n/a ethane(75-34-3) 15V.1,2-Dichloro- ethane(107-06-2) <o.00100 <0.10 1 mg/L lb. n/a n/a n/a 16V.1,1-Dichloro- <0.00100 <0.10 1 mg/L lb. n/a n/a n/a ethylene(75-35-4) 17V.1,2-Dichloro- �/ propane(78-87-5) ^ <0.00100 <0.10 1 mg/L lb. n/a n/a n/a 18V.1,3-Dichloro- \ / propylene X <0.00100 <0.10 1 mg/L lb. n/a n/a n/a (542-75-6) 19V Ethylbenzene <0.00100 <0.10 1 mg/L lb. n/a n/a n/a (100-41-4) 20V Methyl <0.00500 <0.049 1 mg/L lb. n/a n/a n/a Bromide(74-83-9) 21V.Methyl <0.00250 <0.024 1 mg/L lb. n/a n/a n/a Chlonde(74-87-3) EPA Form 3510-2C(8-90) PAGE V-4 CONTINUE ON PAGE V-5 OUTFALL 001 CONTINUED FROM PAGE V-4 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(opaonan 1 POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b e a MAXIMUM DAILY VALUE (javailoble) VALUE(�javadable) AVERAGE VALUE CAS NUMBERTESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a CONCEN- (1) b.NO.OF (ifavailable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-VOLATILE COMPOUNDS(conunuern 22V.Methylene <0.00500 <0.049 1 mg/L lb. n/a n/a n/a Chloride(75.09-2) 23V.1'1'2'2- Tetraclrethane X <0.00100 <0.010 1 mg/L lb. n/a n/a n/a 79-34-5 24V.Tetrachloro- <0.00100 <0.010 1 mg/L lb. n/a n/a n/a ethylene(127-18-4) 25V Toluene <0.00500 <0.049 1 mg/L lb. n/a n/a n/a X (108-88-3) x 26V.1,2-Trans- DichloroethyleneX <0.00100 <0.010 1 mg/L lb. n/a n/a n/a 156 60-5 27V.1,1,1-Trichloro- �/ ethane(71-55-6) /� <0.00100 <0.010 1 mg/L lb. n/a n/a n/a 28V 1,1,2-Trichloro- ethane(79-00-5) <0.00100 <0.010 1 mg/L lb. n/a n/a n/a 29VTrichloro- <0.00100 <0.010 1 mg/L lb. n/a n/a n/a ethylene(79-01-6) 30V.Trichloro- fluoromethaneX <0.00500 <0.049 1 mg/L lb. n/a n/a n/a 75- 9-4 31V.Vinyl Chloride <0.00100 <0.010 1 mg/L lb. n/a n/a n/a (75-01-4) GC/MS FRACTION-ACID COMPOUNDS 1A.2-Chlorophenol <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (95-57-8) 2A.2,4-Dichloro- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a phenol(120-83-2) 3A.2,4-Dimethyl- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a phenol(105-67-9) 4A.4,6-Dinitro-0- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a Cresol(534-52-1) 5A.2,4-Dinitro- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a phenol(51-28-5) 6A.2-Nitrophenol <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (88-75-5) 7A.4-Nilrophenol <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (100-02-7) BA.P-Chloro-M- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a Cresol(59-50.7) 9A Pentachloro- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a phenol(87-86-5) 10A.Phenol <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (108-95-2) 1IA.2,4,6-Trichloro- X <0.0100 <0.098 1 _ mg/L lb. n/a n/a n/a phenol(88-05-2) EPA Form 3510-2C(8-90) PAGE V-5 CONTINUE ON REVERSE OUTFALL 001 r CONTINUED FROM THE FRONT 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(opaonal ' 1 POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b C. a MAXIMUM DAILY VALUE (fm•ailable) VALUE(favarlable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b NO.OF (favailable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-BASE/NEUTRAL COMPOUNDS 1 B.Acenaphthene <0.00100 <0.01 1 mg/L lb. n/a n/a n/a (8332-9) 2B.Acenaphtylene <0.00100 <0.01 1 mg/L lb. n/a n/a n/a (208-96-8) 3B.Anthracene �/ (120-12-7) /� <0.00100 <0.01 1 mg/L lb. n/a n/a n/a Benzidine (92-87-5) X <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (92 5B.Benzo(a) Anthracene <0.00100 <0.01 1 mg/L lb. n/a n/a n/a X (56-55-3) / 6B Ben(50-32-8) Pyrene(50-3X <0.00100 <0.01 1 mg/L lb. n/a n/a n/a 7B.3,4-Benzo- fluoranthene <0.00100 <0.01 1 mg/L lb. n/a n/a n/a (205-99-2) 8B.Benzo(glu) �/ Perylene(191-24-2) ^ <0.00100 <0.01 1 mg/L lb. n/a n/a n/a 9B Benzo(k) FluorantheneX <0.00100 <0.01 1 mg/L lb. n/a n/a n/a (207-08-9) 10B.Bis(2-Chlnm- erhnxv)Methane �/ <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (111-91-1) x 11 B.Bis(2-Chlam- edryoEther <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (111-44-4) 12B.Bis(2- Chlororsopropyf <0.0100 <0.098 1 mg/L lb. n/a n/a n/a Ether(102-80-1) 13B.Bis(2-Edtr1- heron Phthalate <0.00300 <0.029 1 mg/L lb. n/a n/a n/a (117-81-7) 14B 4-Bromophenyl Phenyl Ether <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (101-55-3) 15BButyl Benzyl Phthalate(85-68-7) x <0.00300 <0.029 1 mg/L lb. n/a n/a n/a 16B.2-Chloro- naphthalene <0.00100 <0.01 1 mg/L lb. n/a n/a n/a X (91-58-7) / 17B.4-Chloro- phenyl Phenyl Ether <0.0100 <0.09B 1 mg/L lb. n/a n/a n/a (7005-72-3) 18B Chrysene <0.00100 <0.01 1 mg/L lb. n/a n/a n/a (218-01-9) 19B Dibenzo(a,h) Anthracene X <0.00100 <0.01 1 mg/L lb. n/a n/a n/a (5370-3) 20B.1,2-Dichloro- <0.00100 <0.01 1 mg/L lb. n/a n/a n/a benzene(95-50-1) 21 B.1,3-Di-chloro- <0.00100<0.00100 <0.01 1 mg/L lb. n/a n/a n/a benzene(541-731) x EPA Form 3510-2C(8-90) PAGE V-6 CONTINUE ON PAGE V-7 OUTFALL 001 CONTINUED FROM PAGE V-6 2.MARK"X" 3 EFFLUENT 4.UNITS 5 INTAKE(opnonan 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. c a.MAXIMUM DAILY VALUE (favarlable) VALUE(favarlable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) - b.NO.OF (favarlable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-BASE/NEUTRAL COMPOUNDS(co»unuee� 22B.1,4-Dichloro- <0.00100 <0.001 1 mg/L lb. n/a n/a n/a benzene(106-46-7) 236.3,3-Dichloro- �/ <0.0100 <0.098 1 mg/L lb. n/a n/a n/a benzidine(91-94-1) x 246.Diethyl Phthalate(84-66-2) v <0.00300 <0.029 1 mg/L lb. n/a n/a n/a 25B.Dimethyl Phthalate <0.00300 <0.029 1 mg/L lb. n/a n/a n/a (131-11-3) 26B.Di-N-Butyl <0.00300 <0.029 1 mg/L lb. n/a n/a n/a Phthalate(84-74-2) 276.2,4-Dinitro- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a toluene(121-14-2) 288.2,6-Dinitro- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a toluene(606-20-2) 29B.Di-N-Octyl <0.00300 <0.029 1 mg/L lb. n/a n/a n/a Phthalate(117-84-0) 308.1,2-Diphenyl- hydrazine(as Azo- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a benzene)(1 22-66-7) 31B Fluoranthene \/ <0.00100 <0.001 1 mg/L lb. n/a n/a n/a x (206-44-0) 32B.Fluorene <0.00100 <0.001 1 mg/L lb. n/a n/a n/a (86-73-7) 33B.Hexachloro- benzene(118-74-1) <0.00100 <0.001 1 mg/L lb. n/a n/a n/a 34B.Hexachloro- butadiene(87-68-3) <0.0100 <0.098 1 mg/L lb. n/a n/a n/a 35B.Hexachloro- cyclopentadiene <0.0100 <0.09B 1 mg/L lb. n/a n/a n/a (77-47-4) 36BHexachloro- <0.0100 <0.098 1 mg/L lb. n/a n/a n/a ethane(67-72-1) 37B.Indeno (1,2,3-cd)Pyrene <0.00100 <0.001 1 mg/L lb. n/a n/a n/a (193-39-5) 38B Isophorone <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (78-59-1) 39B.NaphthaleneV <0.00100 <0.001 1 mg/L lb. n/a n/a n/a (91-20 x -3) 40B.Nitrobenzene (98-95-3) c0.0100 <0.098 1 mg/L lb. n/a n/a n/a 41B.N-Nitro- sodimethylammeu <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (62-75-9) 42B.N-Nitrosodi- N-Propylamineu <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (621-64-7) EPA Form 3510-2C(8-90) PAGE V-7 CONTINUE ON REVERSE OUTFALL 001 CONTINUED FROM THE FRONT 2 MARK"X" 3 EFFLUENT 4.UNITS 5 INTAKE(opaonan 1.POLLUTANT b MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a b c a.MAXIMUM DAILY VALUE (favmlable) VALUE(favailable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED 1 1 1 d.NO.OF a.CONCEN- 1 b.NO.OF (favailable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-BASEINEUTRAL COMPOUNDS(continuer!) 43B.N-Nitro- sodiphenylamine <0.0100 <0.098 1 mg/L lb. n/a n/a n/a (86-30-6) 44B Phenanthrene (8501-8) <0.00100 <0.001 1 mg/L lb. n/a n/a n/a 4 X <0.00100 <0.001 1 mg/L lb. n/a n/a n/a (129-00-0)s-oo-o> 4(120-82-1)6B.1,2,4-Tri- chlorobenzene X <0.0100 <0.098 1TMg/L lb. n/a n/a n/a GC/MS FRACTION-PESTICIDES 1P.Aldrin <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (309-00-2) 2P.cc-BHC <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (319-84-6) 3P.p-BHC <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (319-85-7) 4Py-BHC <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (58-89-9) 5P.5-BHC <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (319-86-8) 6P.Chlordane <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (57-74-9) 7P.4,4'-DDT <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (50-29-3) 8P.4,4'-DDE <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (72-55-9) 9P.4,4'-DDD <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (72-54-8) 10P.Dieldrin (60-57-1) <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a 11 P.a-Enosulfan v <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (11529-7) 12P.(3-Endosulfan (11529-7) <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a 13P Endosulfan Sulfate <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (1031-07-8) 14P Endrin <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (72-20-8) 15P.Endrin Aldehyde <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (7421-93-4) 16P.Heptachlor �/ (76-44-8) ^ <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a EPA Form 3510-2C(8-90) PAGE V-8 CONTINUE ON PAGE V-9 OUTFALL 001 EPA I D.NUMBER(convfroin hem I ofPorm 1) OUTFALL NUMBER ' CONTINUED FROM PAGE V-8 NCD 047 368 642 001 2.MARK"X" 3.EFFLUENT 4 UNITS 5.INTAKE(opnonan 1.POLLUTANT I b MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a p e a.MAXIMUM DAILY VALUE (i/available) VALUE(favailable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF (favarlable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-PESTICIDES(conHnueeI 17P.Heptachlor Epoxide <0.000050 <5e-4 1 mg/L lb. n/a n/a n/a (1024-57-3) 18P.PCB-1242 <0.000500 <0.005 1 mg/L lb. n/a n/a n/a (53469-21-9) 19P.PCB-1254 <0.000500 <0.005 1 mg/L lb. n/a n/a n/a (11097-69-1) 20P.PCB-1221 <0.000500 <0.005 1 mg/L lb. n/a n/a n/a (11104-28-2) 21P.PCB-1232 <0.000500<0.000500 <0.005 1 mg/L lb. n/a n/a n/a (11141-16-5) 22P.PCB-1248 <0.000500<0.000500 <0.005 1 mg/L lb. n/a n/a n/a (12672-29-6) 23P.PCB-1260 (11096-82-5) x <0.000500 <0.005 1 mg/L lb. n/a n/a n/a 24P.PCB-1016 (12674-11-2) X <0.000500 <0.005 1 mg/L lb. n/a n/a n/a 25P.Toxaphene <0.000500 <0.005 1 mg/L lb. n/a n/a n/a (8001-352) EPA Form 3510-2C(8-90) PAGE V-9 r OUTFALL 002 PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY.You may report some or all of this information FEPA I.D.NUMBER(copvfrom/fern/of Form/) on separate sheets(use the same format)instead of completing these pages. NCD 047 368 642 SEE INSTRUCTIONS. OUTFALL NO. V.INTAKE AND EFFLUENT CHARACTERISTICS(continued from page 3 of Form 2-C) 0 M 002 PART A-You must provide the results of at least one analysis for every pollutant in this table.Complete one table for each outfall.See instructions for additional details. 3.UNITS 4.INTAKE 2.EFFLUENT (specffvffblank) (opuanaO b.MAXIMUM 30 DAY VALUE c LONGTERM AVRG.VALUE a.LONG TERM a.MAXIMUM DAILY VALUE (ijavadable) (ifavadable) AVERAGE VALUE t 1 d.NO OF a.CONCEN- 1 b.NO.OF 1.POLLUTANT CONCENTRATION (2)MASS CONCENTRATION (2)MASS (1)CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES a.Biochemical Oxygen 3.9 762.1 3.9 762.1 1.4 185.7 12 mg/L lb. n/a n/a n/a Demand(BOD) b.Chemical Oxygen 33.7 4898 33.7 4898 4.37 458.6 12 mg/L lb. n/a n/a n/a Demand(COD) c.Total Organic Carbon (TOCK 12.8 1135 1 mg/L lb. n/a n/a n/a d.Total Suspended Solids(7-SS) 10.6 939.7 1 mg/L lb. n/a n/a n/a S e.Ammonia(as N) 0.410 36.3 1 mg/L lb. n/a n/a n/a VALUE VALUE VALUE VALUE f.Flow 34.791 26.813 14.556 1095 MGD MGD n/a n/a g.Temperature VALUE VALUE VALUEVALUE (hinter) 22.0 18.8 14.1 188 °C n/a n/a h Temperature VALUE VALUE VALUEVALUE (swnmer) 33.0 31.1 30.0 190 °C n/a n/a MINIMUM MAXIMUM MINIMUM MAXIMUM i.pH 6.11 8.16 n/a n/a 647 STANDARD UNITS PART B- Mark"X"in column 2-a for each pollutant you know or have reason to believe is present Mark"X"In column 2-b for each pollutant you believe to be absent.If you mark column 2a for any pollutant which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a,you must provide quantitative data or an explanation of their presence in your discharge.Complete one table for each outfall.See the instructions for additional details and requirements. 2 MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(opuonal) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG VALUE a.LONG TERM AVERAGE AND a b a.MAXIMUM DAILY VALUE (favadable) fmadable) VALUE CAS NO. BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF (favadable) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES a.Bromide (24959-67-9) b.Chlorine,Total �/ 0.14 12.4 1 mg/L lb. n/a n/a n/a Residual X C.Color X 27 n/a 1 PCU n/a n/a n/a n/a d Fecal Coliform X I est. 2 n/a 1 col/dL n/a n/a n/a n/a e.Fluoride \/ (16984-48-8) �\ 35.1 4110 35.1 4110 17.3 1783 12 mg/L lb. n/a n/a n/a f.Nrtrate-Nitnte 2.4 442.9 2.4 442.9 1.04 127.5 36 mg/L lb. n/a n/a n/a (as N) EPA Form 3510-2C(8-90) PAGE V-1 CONTINUE ON REVERSE OUTFALL 002 ITEM V-B CONTINUED FROM FRONT 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optionao ` 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONGTERM AVRG.VALUE a.LONG TERM AND a b. a.MAXIMUM DAILY VALUE (favadable) (fnrndable) AVERAGE VALUE CAS NO. BELIEVED BELIEVED 1 1 d NO.OF a.CONCEN- b.NO.OF (favndable) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES g.Nitrogen, \ / Total Organic(as X 0.362 32.1 1 mg/L lb. n/a n/a n/a M h.Oil and <4.76 <422 1 mg/L lb. n/a n/a n/a Grease i.Phosphorus \ / (as P),Total X 1.2 154 1.2 154 0.8 85.8 36 mg/L lb. n/a n/a n/a (7723-14-0) 1.Radioactivity (1)Alpha,Total `X (2)Beta,Total X (3)Radium, /�\ Total (4)Radium 226, Total k.Sulfate (also,) X 105 9309 1 mg/L lb. n/a n/a n/a (14808-79-8) I.Sulfide (ar m.Sulfite (-SN X (14265-45-3) n.Surfactants X 0.552 48.9 1 mg/L lb. n/a n/a n/a o.Aluminum, TotalX 1.27 112.6 1 mg/L lb. n/a n/a n/a (7429-90-5) p.Barium,Total ` (7440.39-3) n q Boron,Total (7440-42-8) r.Cobalt,Total x(7440-48-4) s Iron,Total 1.15 102.0 1 mg/L lb. n/a n/a n/a (7439-89-6) L Magnesium, Total2.26 200.4 1 mg/L lb. n/a n/a n/a (7439-95-4) u.Molybdenum, Total (7439-98-7) v.Manganese, Total0.069 6.12 (7439-96-5) 1 mg/L lb. n/a n/a n/a w.Tin,Total v (7440-31-5) x.Titanium, Total X (7440-32-6) EPA Form 3510-2C(8-90) PAGE V-2 CONTINUE ON PAGE V-3 OUTFALL 002 EPA LD.NUMBER(copy from lrem l ofh-onn 1) OUTFALL NUMBER CONTINUED FROM PAGE 3 OF FORM 2-C NCD 047 368 642 002 PART C- If you are a primary industry and this outfall contains process wastewater,refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for.Mark"X"in column 2-a for all such GC/MS fractions that apply to your industry and for ALL toxic metals,cyanides,and total phenols.If you are not required to mark column 2-a(secondary industries, nonprocess wastewater outfalls, and nonrequued GC/MS fractions),mark"X"in column 2-b for each pollutant you know or have reason to believe is present.Mark"X"in column 2-c for each pollutant you believe is absent.If you mark column 2a for any pollutant,you must provide the results of at least one analysis for that pollutant.If you mark column 2b for any pollutant,you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater If you mark column 2b for acrolein,acrylonitrile,2,4 dinitrophenol,or 2-methyl4,6 dinitrophenol,you must provide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater.Otherwise,for pollutants for which you mark column 2b,you must either submit at least one analysis or briefly describe the reasons the pollutant is expected to be discharged Note that there are 7 pages to this part, please review each carefully Complete one table(all 7 pages)for each outfall.See instructions for additional details and requirements. 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(opnonan 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. - a.LONG TERM AND a b c a.MAXIMUM DAILY VALUE (favadablc) VALUE(Ijarmlable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED d.NO.OF a.CONCEN- b NO OF (ifavadable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES METALS,CYANIDE,AND TOTAL PHENOLS 1M.Antimony,Total <0.002 <0.177 1 mg/L lb. n/a n/a n/a (7440-36-0) 2M Arsenic,Total �/ <0.005 <0.443 1 mg/L lb. n/a n/a n/a (7440-38-2) X 3M.Beryllium,Total <0.001 <0.089 1 mg/L lb. n/a n/a n/a (7440-41-7) 4M Cadmium,Total X <0.002 <0.177 1 mg/L lb. n/a n/a n/a (7440-43-9) 5M.Chromium, X <0.005 <0.433 1 mg/L lb. n/a n/a n/a Total(7440-47-3) 6M.Copper,Total 0.005 0.443 1 mg/L lb. n/a n/a n/a (7440-50-8) 7M.Lead,Total <0.003 <0.266 1 mg/L lb. n/a n/a n/a (7439-92-1) 8M Mercury,Total <0.0002 <0.018 1 mg/L lb. n/a n/a n/a (7439-97-6) 9M.Nickel,Total <0.005 <0.433 1 mg/L lb. n/a n/a n/a (7440-02-0) 10M.Selenium, <0.005 <0.433 1 mg/L lb. n/a n/a n/a Total(7782-49-2) 11 M.Silver,Total <0.002 <0.177 1 mg/L lb. n/a n/a n/a (7440-22-4) 12M.Thallium, Total(7440-28-0) <0.005 <0.433 1 mg/L lb. n/a n/a n/a 13M.Zinc,Total 0.008 0.709 1 mg/L lb. n/a n/a n/a (7440-66-6) 14M.Cyanide, Total(57-12-5) <0.005 <0.433 1 mg/L lb. n/a n/a n/a 15M.Phenols, 0.0433 3.84 1 mg/L lb. n/a n/a n/a Total DIOXIN 2,3,7,8-Tetra- DESCRIBE RESULTS Not applicable chlorodibenzo-P- Dioxin(1764-01-6) EPA Form 3510-2C(8-90) PAGE V-3 CONTINUE ON REVERSE OUTFALL 002 CONTINUED FROM THE FRONT 2 MARK"X" 3.EFFLUENT 4 UNITS 5.INTAKE(opnana� 1 POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a b c a MAXIMUM DAILY VALUE (i(avadable) VALUE(rfavadable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b NO.OF ({javadable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-VOLATILE COMPOUNDS 1V.Accrolein <0.0500 <4.433 1 mg/L lb. n/a n/a n/a (107-02-8) 2V.Acrylonitrile \/ <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (107-13-1) /\ 3V.Benzenev (71-432) ^ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 4V.Bis(Chlom- \ / merhyl)Ether X Not Req ired per NCDWR NPDES Permitt'g Unit (542-88-1) 5V Bromoformv (75-252) ^ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a Carbon Tetrachloride <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (56-235) 7V.Chlorobenzene \/ (108-90-7) x <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 8V.Chlorodi- \ / bromomethane x <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (124-48-1) , ` 9V.Chloroethane (7500-35-00-3) X <0.00500 <0.443 1 mg/L lb. n/a n/a n/a /\ 1OV.2-Chloro- ethylwnylEther <0.0500 <4.433 1 mg/L lb. n/a n/a n/a (110-758) 11V.Chloroform \� (67-66-3) �\ 0.0248 2.199 1 mg/L lb. n/a n/a n/a 12V.Dichloro- bromomethane 0.00422 0.374 1 mg/L lb. n/a n/a n/a (7527-4) 13V.Dichloro- difluoromethaneX <0.00500 <0.443 1 mg/L lb. n/a n/a n/a (7571-8) 14V.1,1-Dichloro- �/ ethane(75-34-3) ^ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 15V.1,2-Dichloro �/ ethane(107-015-2) ^ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 16V.1,1-Dichloro- <0.00100 <0.089 1 mg/L lb. n/a n/a n/a ethylene(7535-4) 17V.1,2-Dichloro- �/ propane(78-87-5) ^ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 18V.1,3Dichloro- propylenex <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (542-756) , ` 19V.Ethylbenzene \/ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a x (100-41-4) 20V Methyl <0.00500 <0.443 1 mg/L lb. n/a n/a n/a Bromide(74-83-9) 21V.Methylu <0.00250 <0.222 1 mg/L lb. n/a n/a n/a Chloride(74-87-3) EPA Form 3510-2C(8-90) PAGE V-4 CONTINUE ON PAGE V-5 OUTFALL 002 CONTINUED FROM PAGE V-4 2.MARK"X" 3.EFFLUENT 4.UNITS 5 INTAKE(opaonan 1.POLLUTANT b.MAXIMUM 30 DAY VALUE C.LONG TERM AVRG. a.LONG TERM AND a b, c a.MAXIMUM DAILY VALUE (rjava(ab(e) VALUE(javadable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED d.NO.OF a.CONCEN- b.NO OF (ijavadable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-VOLATILE COMPOUNDS(conanuec) 22V.Methylene <0.00500 <0.443 1 mg/L lb. n/a n/a n/a Chloride(75-09-2) 23V.1,1,2,2- TetrachloroethaneX <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 7934-5 24V.Tetrachloro- <0.00100 <0.089 1 mg/L lb. n/a n/a n/a ethylene(127-18-4) 25V.Toluene <0.00500 <0.443 1 mg/L lb. n/a n/a n/a (10&88-3) 26V.1,2-Trans- DichloroethyleneX <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 156-60-5 27V.1,1,1-Trichloro- X <0.00100 <0.089 1 mg/L lb. n/a n/a n/a ethane(71-55-6) 28V.1,1,2-Trichloro- X <0.00100 <0.089 1 mg/L lb. n/a n/a n/a ethane(79-00-5) 29VTrichloro- <0.00100 <0.089 1 mg/L lb. n/a n/a n/a ethylene(79-01-6) 30V.Trichloro- fluoromethaneX <0.00500 <0.443 1 mg/L lb. n/a n/a n/a 75-69-4 31V.Vinyl Chloride <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (75-01-4) GC/MS FRACTION-ACID COMPOUNDS 1A.2-Chlorophenol <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (95-57-8) 2A 2,4-Dichloro- <0.0100 <0.8 8 7 phenol(120-83-2) 1 mg/L lb. n/a n/a n/a 3A.2,4-Dimethyl- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a phenol(105-67-9) 4A.4,6-Dinitro-0- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a Cresol(534-52-1) 5A.2,4-Dinitro- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a phenol(51-28-5) 6A.2-Nitrophenol <0.0100 <0.887' 1 mg/L lb. n/a n/a n/a (88-75-5) 7A.4-Nitrophenol <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (100-02-7) SA.P-Chloro-M- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a Cresol(59-50-7) 9A Pentachloro- X <0.0100 <0.887 1 mg/L lb. n/a n/a n/a phenol(87-86-5) 10A.Phenol <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (10B-95-2) 11 A.2,4,6-Trichloro- X <0.0100 <0.887 1 mg/L lb. n/a n/a n/a phenol(88-05-2) EPA Form 3510-2C(8-90) PAGE V-5 CONTINUE ON REVERSE OUTFALL 002 CONTINUED FROM THE FRONT 2.MARK"X" 3.EFFLUENT 4.UNITS 5 INTAKE(opuonan 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b C. a.MAXIMUM DAILY VALUE (fm�adable) VALUE favai hl") AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED 1 1 1 d.NO.OF a.CONCEN- 1 b NO.OF (lava!able) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-BASE/NEUTRAL COMPOUNDS 1B.Acenaphthene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (83-32-9) 2B.Acenaphtylene �/ (208-96-8) /� <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 3B.Anthracene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (120-12-7) 4B.Benzidine <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (92-87-5) 5B.Benzo(a) Anthracene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (56-55-3) 6B Benzo(a) <0.00100 <0.089 1 mg/L lb. n/a n/a n/a Pyrene(50-32-13) 7B.3,4-Benzo- fluoranthene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (205-99-2) 8B.Benzo(ghi) �/ Perylene(191-24-2) ^ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 9B.Benzo(k) Fluoranthene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (207-08-9) 10B.Bis(1-Chloro- erhoxy)Methane <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (111-91-1) 11B Bis(2-Ch(om- erhi,n Ether <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (111-44-4) 12B.Bis(1- Chloro,soprowQ <0.0100 <0.887 1 mg/L lb. n/a n/a n/a Ether(102-80-1) 13B.Bis(2-Erhvl- hex,0Phthalate <0.00300 <0.266 1 mg/L lb. n/a n/a n/a (117-81-7) 14B.4-Bromophenyl Phenyl Ether <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (101-55-3) 15B Butyl Benzyl <0.00300 <0.266 1 mg/L lb. n/a n/a n/a Phthalate(85-68-7) 16B.2-Chloro- naphthalene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a X (91-58.7) / 17B.4-Chloro- phenyl Phenyl Ether <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (7005-72-3) 18B.Chrysene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (218-01-9) 19B.Dibenzo(a,h) Anthracene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (53-70-3) 208.1,2-Dchloro- �/ <0.00100 <0.089 1 mg/L lb. n/a n/a n/a benzene(95-50-1) x 21 B.1,3-Di-chloro- < �/ benzene(541-73-1) /� 0.00100 <0.089 1 mg/L lb. n/a n/a n/a EPA Form 3510-2C(8-90) PAGE V-6 CONTINUE ON PAGE V-7 OUTFALL 002 r CONTINUED FROM PAGE V-6 2.MARK"X" 3 EFFLUENT 4.UNITS 5 INTAKE(opnonan 1.POLLUTANT b.MAXIMUM 30 DAY VALUE I c.LONG TERM AVRG. a.LONG TERM AND a b C. a.MAXIMUM DAILY VALUE (favailable) VALUE(favarlable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED d NO OF a.CONCEN- b NO.OF (favadablc) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-BASE/NEUTRAL COMPOUNDS(conanuerQ 226.1,4-Dichloro- <0.00100 <0.089 1 mg/L lb. n/a n/a n/a benzene(106-46-7) 23B.3,3-Dichloro- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a benzidine(91-94-1) 246 Diethyl Phthalate(84-66-2) v <0.00300 <0.226 1 mg/L lb. n/a n/a n/a 256.Dimethyl Phthalate <0.00300 <0.226 1 mg/L lb. n/a n/a n/a (131-11-3) 26B.Di-N-Butyl <0.00300 <0.226 1 mg/L lb. n/a n/a n/a Phthalate(84-74-2) 27B.2,4-Dlnitro- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a toluene(121-14-2) 28B.2,6-Dinitro- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a toluene(606-20-2) 29B.Di-N-Octyl <0.00300 <0.226 1 mg/L lb. n/a n/a n/a Phthalate(117-84-0) 30B 1,2-Diphenyl- hydrazine(as Azo- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a benzene)(122-66-7) 31B.Fluoranthene (206-44-0) <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 32B.Fluorene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (86-73-7) 33B.Hexachloro- benzene(118-74-1) <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 34B.Hexachloro- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a butadiene(87-68-3) 35B.Hexachloro- cyclopentadieneX <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (77-47-4) 36BHexachloro- <0.0100 <0.887 1 mg/L lb. n/a n/a n/a ethane(67-72-1) 378.Indeno (1,2,2,3-cd)Pyrene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (193-39-5) 38B.Isophorone <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (78-59-1) 39B.Naphthalene <0.00100 <0.089 1 mg/L lb. n/a n/a n/a (91-20-3) 40B.Nitrobenzene \/ <0.0100 <0.887 1 mg/L lb. n/a n/a n/a x (98-95-3) 416 N-Ndro- sodimethylamine <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (62-75-9) 42B.N-Nitrosodi- N-Propylamine <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (621-64-7) EPA Form 3510-2C(8-90) PAGE V-7 CONTINUE ON REVERSE OUTFALL 002 CONTINUED FROM THE FRONT 2.MARK"X" 3 EFFLUENT 4.UNITS 5.INTAKE(opnona� 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a b. c a MAXIMUM DAILY VALUE (ifavadable) VALUE(favadable) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO OF a CONCEN- (1) b.NO OF (favadable) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION-BASE/NEUTRAL COMPOUNDS(conanuetn 43B.N-Nitro- sodiphenylamineX <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (86-30-6) 44B Phenanthrene (85-01-8) <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 45B.Pyrene (129-00-0) x <0.00100 <0.089 1 mg/L lb. n/a n/a n/a 46B.1,2,4-Tri- chlorobenzene <0.0100 <0.887 1 mg/L lb. n/a n/a n/a (120-82-1) GC/MS FRACTION-PESTICIDES 1P.Aldrin <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (309-00-2) 2P.u.-BHC <0.000050 <0.005 1 mg/L lb. n/'a n/a n/a (319-84-6) 3P.p-BHC <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (319-85-7) 4P.y-BHC �/ <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (58-89-9) x 5P.6-BHC <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (319-86-8) 6P.Chlordane <0.000050 <0.044 1 mg/L lb. n/a n/a n/a (57-74-9) 7P.4,4'-DDT <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (50-29-3) 8P.4,4'-DDE <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (72-55-9) 9P.4,4'-DDD <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (72-54-8) 1OP.Dieldrin <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (60-57-1) 11 P.a-Enosulfanv <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (115-29-7) 12P.(3-Endosulfan \� (115-29-7) �\ <0.000050 <0.005 1 mg/L lb. n/a n/a n/a 13P.Endosulfan Sulfate <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (1031-07-8) 14P Endrin <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (72-20.8) 15P.Endrin Aldehydeu <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (7421-93-4) 16P.Heptachlor <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (76-44-8) EPA Form 3510-2C(8-90) PAGE V-B CONTINUE ON PAGE V-9 OUTFALL 002 EPA I.D.NUMBER(eopy,frotn Item I ojl ortn I) OUTFALL NUMBER • NCD 047 368 642 002 CONTINUED FROM PAGE V-8 2.MARK"X" 3 EFFLUENT 4.UNITS 5.INTAKE(opttonan 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND =TEsaTINGD c a.MAXIMUM DAILY VALUE (fmwailable) VALUE(favadable) AVERAGE VALUECASNUMBER VED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- b NO.OF (favailable) ENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION—PESTICIDES(conitnuerl) 172 Heptachlor ` , Epoxide X <0.000050 <0.005 1 mg/L lb. n/a n/a n/a (1024-57-3) 1BP.PCB-1242 <0.000500 <0.044 1 mg/L lb- n/a n/a n/a (53469-21-9) 19P PCB-1254 <0.000500 <0.044 1 mg/L lb. n/a n/a n/a (11097-69-1) 20P PCB-1221 <0.000500 <0.044 1 mg/L lb. n/a n/a n/a (11104-28-2) 21 P.PCB-1232v <0.000500 <0.044 1 mg/L lb. n/a n/a n/a (11141-16-5) 22P.PCB1248 <0.000500 <0.044 1 mg/L lb. n/a n/a n/a (12672-29-6) 23P.PCB-1260 (11096-82-5) <0.000500 <0.044 1 mg/L lb. n/a n/a n/a 2426 PCB-1016 (1267a-11_p)1-2) x <0.000500 <0.044 1 mg/L lb. n/a n/a n/a 25P.Toxaphene <0.000500 <0.044 1 mg/L lb. n/a n/a n/a (8001-35-2) EPA Form 3510-2C(8-90) PAGE V-9 Chemours Company—Fayetteville Works NPDES Permit No. NC0003573 Supplemental Information — Permit Renewal Application — April 27, 2016 Sludge Management Plan The Chemours Company — Fayetteville Works operates a Class 3 Wastewater Treatment Plant which is comprised of a single-stage activated sludge biological system. Excess sludge is removed from the system by diverting part of the Recycled Activated Sludge (at approximately 0.6% solids) from the clarifiers to a Dissolved Air Floatation ("DAF") unit for initial thickening. The sludge from the DAF(at approximately 3%solids)is transferred to a Mix Tank where polymer agents are added to enhance the dewatering process. The semi-thickened sludge is transferred from the Mix Tank to a Rotary Filter for final thickening, whereby the sludge is thickened to 6% solids. The thickened sludge is then transferred to a Screw Press where it is dewatered to a concentration of 9-20% solids. Following the Screw Press, the sludge is typically dried in steam heated dryers to a concentration of 40-55% solids. The dried sludge, or on occasion the dewatered sludge, is transported off-site to a commercial Subtitle D landfill. This sludge is currently being disposed of at the Waste Industries "Sampson County" Landfill near Roseboro,NC. In 2015, the average weekly quantity of generated wasted sludge was approximately 35,000 lb. Michael E. Jo Environme anager y Chemours Company—Fayetteville Works NPDES Permit No. NC0003573 Supplemental Information — Permit Renewal Application — April 27,2016 Current Facility Wastewater Management Process wastewater and stormwater from the various manufacturing areas are collected in the respective area sumps and ultimately conveyed via a gravity flow underground process sewer pipe to the facility's central wastewater treatment plant ("WWTP"). Sanitary sewage is conveyed via a separate underground sewer system to the WWTP. The permitted flowrate of the WWTP is 2.0 MGD, with an actual average flowrate of approximately 1.2 MGD. This untreated process wastewater is commingled in the WWTP Influent Sump where it is pumped to an 850,000-gallon Equalization Basin. The Equalization Basin is mixed with two floating submerged mixers. Three floating surface aerators in the basin cool and aerate the incoming wastewater. A 175,000-gallon Emergency Retention Tank is available for temporary storage of untreated wastewater which may need additional treatment or acclimation in the WWTP activated sludge process at a controlled rate that allows for proper biological treatment. Untreated wastewater from the Equalization Basin is normally pumped to a 250,000-gallon Predigester Tank in which initial biological activity with the WWTP activated sludge begins. The Predigester Tank is aerated. The partially treated wastewater from the Predigester Tank is pumped to a 1,700,000-gallon Aeration Tank. The Aeration Tank is the unit where the majority of the biological activity occurs. The Aeration Tank is aerated primarily by a diffused air system located in the bottom of the tank. The tank can have supplemental aeration via one or two floating Biomixers®that injects air through submerged rotors. The biologically treated wastewater is then sent to one of two in-ground clarifiers(119,000 gallons and 168,000 gallons respectively) or an above-ground 679,000-gallon clarifier; with all clarifiers being operated in parallel. The clarified treated effluent is discharged to and through Outfall 001. The wasted activated sludge is sent to a Dissolved Air Floatation (DAF) unit, then to a 47,000 gallon Sludge Storage Tank, and finally to a Rotary Filter for thickening. The thickened sludge is dewatered in a Sludge Press, and can be dried in a steam-heated dryer for additional moisture removal. The dewatered sludge or dewatered/dried sludge is transported off-site to a commercial Subtitle D landfill. Non-contact process cooling water and non-process stormwater are conveyed via surface ditches. In addition, excess riverwater flow and Outfall 001 effluent are discharged directly to a surface ditch. The combined, total flow of water from the site is discharged through and monitored at Outfall 002. The discharged treated wastewater is conveyed via an underground pipe to the Cape Fear River, where it enters the river at a point approximately 1,500 feet upstream of the William O. Huske Lock & Dam (a.k.a Lock & Dam No. 3). Chemours Company—Fayetteville Works NPDES Permit No. NC0003573 Supplemental Information — Permit Renewal Application - April 27,2016 Current Facility Operating Conditions Chemours Fluoromonomers/Nafion® Membrane Manufacturing Area: The Chemours Company — Fayetteville Works' Fluoromonomers / Nafion® Membrane manufacturing area produces several final products. ChemoursTM Nafion®Membrane is a plastic film used in the chloroalkali industry and in electrochemical fuel cells. ChemoursTM Nafion® Polymer Dispersions are used in the fabrication of thin films and coating formulations for fuel cells membranes, catalyst coatings, sensors, and a variety of electrochemical applications. The HFPO monomer and the Vinyl Ether monomers are used to manufacture various fluorochemical products such as ChemoursTM Teflon®. Wastewater generated from this manufacturing facility is discharged to the Chemours' wastewater treatment plant. Chemours Polymer Processing Aid ("PPA") Manufacturing Area: The Chemours Company — Fayetteville Works' PPA manufacturing area produces a polymer processing aid. The processing aid produced in this unit is used in the manufacturing of fluoropolymers and fluorinated telomers,,but none of the produced processing aid is used at the Fayetteville Works site. All process wastewater generated from this manufacturing facility is collected and shipped off-site for disposal. No process wastewater from this manufacturing facility is discharged to the Chemours' wastewater treatment plant or to the Cape Fear River. Kuraray Butacite® Manufacturing Area: The Kuraray America Inc. —Fayetteville Plant's Butacite®manufacturing area produces two final products. KurarayTM Butacite® Interlayer plastic sheeting is the final product used in safety glass such as automobile windshields. Polyvinyl butyral resin is shipped off-site as a transfer to other Kuraray locations for final processing. Wastewater generated from this manufacturing facility is discharged to the Chemours' wastewater treatment plant. Kuraray SentryGlas® Manufacturing Area: The Kuraray America Inc. — Fayetteville Plant's SentryGlas® manufacturing area produces KurarayTM SentryGlas® ionoplast interlayer laminate. SentryGlas® interlayer is used for laminated safety glass in side, rear, and overhead automobile windows. It is also used in architectural applications desiring safety glass. There is no contact process wastewater generated from this manufacturing facility, therefore only sanitary waste from this area is treated in the Chemours' wastewater treatment plant. This manufacturing facility does discharge non-contact cooling water to a surface ditch and ultimately to Outfall 002. DuPont Polyvinyl Fluoride ("PVF") Manufacturing Area: The DuPont Company—Fayetteville Works' PVF manufacturing area produces polyvinyl fluoride resin that is used in the electronics industry as a backing for photovoltaic cells, as well as many other uses. Wastewater generated from this manufacturing facility is discharged to the Chemours' wastewater treatment plant. M Chemours Company—Fayetteville Works NPDES Permit No. NC0003573 Supplemental Information — Permit Renewal Application — April 27,2016 Alternate Application Schedule for §316(b) of the Clean Water Act Final regulations implementing §316(b) of the Clean Water Act, which establish requirements for cooling water intake structures at existing facilities, were published in the Federal Register on August 15, 2014 with an effective date of October 14, 2014. The Chemours Company — Fayetteville Works ("Chemours") operates a cooling water intake structure on the Cape Fear River that is subject to this new Federal Cooling Water Intake Structure Rule ("the Rule") as codified in 40 CFR Part 125. The Rule requires'the owner or operator of a facility subject to Subpart J whose currently effective permit expires after July 14, 2018, to submit to the Director the information required in the applicable provisions of 40 CFR 122.21(r) when applying for a subsequent permit. Pursuant to 40 CFR 125.95(a)(2), the owner or operator of a facility subject to Part 125 Subpart J, "Requirements Applicable to Cooling Water Intake Structures for Existing Facilities Under Section 316(b) of the Clean Water Act", whose currently effective permit expires prior to July 14, 2018, may request the Director to establish an alternate schedule for the submission of the information required in 40 CFR 122.21(r) when applying for a subsequent (renewed) permit. On October 20, 2015, a letter was sent from Michael E. Johnson, Environmental Manager, Chemours Company — Fayetteville Works, to Dr. Sergei Chernikov, NCDEQ Division of Water Resources' NPDES Complex Permitting Unit, requesting an alternate schedule whereby all the materials required by the Rule will be submitted with the 2021 renewal application. On February 26, 2016, a letter was sent from S. Jay Zimmerman, Director, NCDEQ Division of Water Resources, to Michael E. Johnson, Environmental Manager, Chemours Company — Fayetteville Works, wherein the requested alternate schedule for submission of required CWIS information with the next permit renewal in 2021 was approved. A copy of Mr. Zimmerman's letter is attached to this application package. PAT MCCRORY Gorcrnor DONALD R. VAN DER VAART Secretary Water Resources ENVIRONMENTAL QUALITY S. JAY ZIMMERMAN D,recmr February 26, 2016 Mr. Michael E. Johnson,P.E. Environmental Manager Chemours Company 22828 NC Highway 87 West Fayetteville,North Carolina 28306-7332 Subject: Alternate CWA 316(b)Application Schedule NPDES Permit NC0003573 Fayetteville Works Bladen County Dear Mr. Johnson: The Clean Water Act Section 316(b)Cooling Water Intake Structure(CWIS)Final Rule outlines regulations and standards for the design and operation of cooling water intake structures under the NPDES program. Your current permit expires October 31, 2016, with renewal application due by May 4, 2016. Since your permit expires prior to July 14, 2018, under 40 CFR 125.95(a)(2),you have requested an alternative schedule for submission of CWIS permit application information required in 40 CFR Part 122.21(r). Based on Division review, an alternate schedule for submission of required CWIS information with the next permit renewal in 2021 is approved. This schedule date will be established in the 2016 permit renewal as well. Please note that facilities should begin to adapt their systems to comply with CWA Section 316(b) requirements. If you have any questions,please contact Tom Belnick with the NPDES Permitting Unit at 919-807-6390 or via email:tom.belnick@ncdenr.gov Sing ely, S. Jay Zimmerman,P.G. Director,Division of Water Resources Cc: NPDES File Central File Ec: US EPA Region 4 US FWS NC WRC NC DWR/Fayetteville Region State of North Carolina I Environmental Quality I Water Resources 1617 Mad Service Center I Raleigh,North Carolina 27699-1617 919 707 9000 Chemours Company—Fayetteville Works NPDES Permit No. NC0003573 Supplemental Information — Permit Renewal Application — April 27, 2016 Elimination of Monitoring Requirement for PFOA In December 2002, the DuPont Company — Fayetteville Works began production of ammonium perfluorooctanoate ("APFO"), which is the ammonium salt of perfluorooctanoic acid ("PFOA"). The renewed NPDES Permit No. NC0003573 that became effective on July 1, 2007, included a requirement for monthly monitoring of PFOA at Outfall 002. In 2006 the North Carolina Division of Water Quality ("DWQ"), in consultation with the North Carolina Division of Waste Management and the North Carolina Department of Health and Human Services, established an Interim Maximum Allowable Concentration ("IMAC") of 2 gg/L for PFOA, which was intended for the protection of groundwater as a source of drinking water. Following the issuance of this temporary health-based level, DWQ requested the assistance of the North Carolina Secretary's Science Advisory Board on Toxic Air Pollutants ("NCSAB") in reviewing the toxicological literature on PFOA and recommending to DWQ an update of the IMAC for PFOA in groundwater. On August 10, 2012, the NCSAB issued their recommendation to DWQ that the IMAC for PFOA in groundwater be reduced to 1 gg/L. During the 3-year period from 2013 to 2015, the average monthly concentration of the final effluent discharge at Outfall 002 was 0.027 gg/L PFOA, with a maximum concentration of 0.088 gg/L PFOA. During the same period, the average monthly concentration of the incoming water from the Cape Fear River to the site, which is 99% of the effluent flow at Outfall 002, was 0.012 gg/L PFOA, with a maximum concentration of 0.031 gg/L PFOA. The production of APFO at this facility ceased in April 2013. The Chemours Company — Fayetteville Works (formerly the DuPont Company — Fayetteville Works) is requesting that the monthly monitoring requirement for PFOA at Outfall 002 be eliminated in the renewed NPDES Permit No. NC0003573 for the following reasons: • APFO is no longer manufactured at this facility and has not been produced at the facility since April 2013; • APFO is not and has never been used as a process aid or a raw material at this facility; • The 3-year average concentration at Outfall 002 was 0.027 gg/L PFOA, versus the current NC-DWR IMAC of 2 gg/L PFOA and the NCSAB recommended 1 gg/L PFOA; and • PFOA is present at low concentrations throughout the Cape Fear River basin, and that background level of PFOA in the Cape Fear River water contributes to the concentration measured at Outfall 002. R J0 Chemours-Company—Fayetteville Works NPDES Permit No. NC0003573 Supplemental Information — Permit Renewal Application — April 27,2016 Form 2C Permit Application — Bis(chloromethyl) ether Bis(chloromethyl) ether (CAS No. 542-88-1) was not analyzed for, and consequently was not reported on Page V-4 of Form 2C for both Outfall 001 and Outfall 002. On November 28, 2014, the State of Oregon's Department of Environmental Quality ("ODEQ") issued a memorandum (Note t) addressing the issue of analyzing for bis(chloromethyl) ether ("BCME"). In this memorandum, ODEQ states: "Based on the chemical's rapid hydrolysis in water, there are no analytical methods to measure BCME in water samples. Currently,the only analytical techniques available for this compound are for air samples. Region 10 EPA staff queried its Manchester Environmental Lab in Port Orchard, WA about potential,analytical methods for BCME. Staff at the lab confirmed that there is no EPA method for BCME because of its rapid degradation in water." Because of the lack of an'EPA approved analytical method for bis(chloromethyl) ether in a water matrix, ODEQ concluded: "Given its rapid hydrolysis in water, there are no recommended analytical methods for BCME in water samples. Because BCME is not quantifiable in wastewater, DEQ will not require permit holders to monitor or conduct reasonable potential analyses for this toxic pollutant." In an April 13, 2106, email from Tom Belnick, Supervisor of the NCDEQ Division of Water Resources' NPDES Complex Permitting Unit, to Michael Johnson, Environmental Manager, Chemours Company—Fayetteville Works, Mr. Belnick stated: "I checked with our DWR analytical lab, and they concur with Oregon's position and are not aware of any labs using even R&D methods for this analyte. Therefore, you can omit this parameter from your application renewal." Note 1: http://www.deq.state.or.us/wq/standards/docs/toxics/BisChloromethylMemo.pdf