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HomeMy WebLinkAboutNC0025135_Renewal (Application)_20190805 • 0;,SG1T,E ROY COOPER rg- -i c. , V--. =1'I ti • 9 Governor J r jS'MICHAEL S.REGAN 4�C- . .; : . secretary tee.` ,r r+' LINDA CULPEPPER NORTH CAROUNA Director Environmental Quality _ August 06, 2019 Lee Huffman Huffman Finishing Inc PO Box 170 Granite Falls, NC 28630-0170 Subject: Permit Renewal Application No. NC0025135 Huffman Finishing Caldwell County Dear Applicant: The Water Quality Permitting Section acknowledges the August 5, 2019 receipt of your permit renewal application and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit.The permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a timely manner to requests for additional information necessary to allow a complete review of the application and renewal of the permit. Information regarding the status of your renewal application can be found online using the Department of Environmental Quality's Environmental Application Tracker at: https://dea.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker If you have any additional questions about the permit, please contact the primary reviewer of the application using the links available within the Application Tracker. SSi�in��cerely, ,,sta . tau-gd Wren Thedford Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application North Carofiins Departmmnt of Env;ronmentsl guslitIy I Divisor of Water Reaour ea D 3 rlsh �> RglDffi1269flUS7flh";atnISa ,NrthCaf28773y:nrysr.ulvry E Ap�f� L�arrsW 4.�.p 82S.2?r6-45DD Pr H uffrna-rt/Rnahi.nir Compcmy Post Office.Box/170 Qra Hate'Fc 2Zs; N.C. 28630 Juicy 25, 2019 Wren Thedford N.C. DENR/DWQ NPDES Unit t2ECEIVED/NCDEQ/DWR 1617 Mail Service Center Raleigh, North Carolina 27699-1617 AUG 0 5 2019 Subject: Renewal of NPDES permit NC0025135 Water Quality Huffman Finishing Company WWTP Permitting Section Granite Falls, N.C. Caldwell County Attached please find the following items for your review and consideration in the renewal process for NPDES Permit NC0025135 for Huffman Finishing Company. 1. One signed original and two copies of completed EPA Form 3510-1. 2. One signed original and two copies of completed EPA application Form 3510-2C. 3. Three (3) copies of the Priority Analysis Pollutant Analysis by R&A Laboratories. 4. Three (3) copies of Mercury Analysis by GEL Laboratories LLC. 5. The facility location map and discharge point information. 6. A narrative description of the most current sludge management plan. 7. A schematic of water supply and wastewater (process and sanitary) flows for Huffman Finishing Company. 8. A flow schematic of the Huffman Finishing Company Wastewater Treatment Plant. If addition information is required to process this application or if I can be of further assistance please let me know. My telephone number is (828) 396-1741, Fax number (828) 396-4235, and email address hutthoslth@aol.com Lee T. Huffman 1 9171ily .44,- Owner/Manager r Please print or type in the unshaded areas only ' (fill-in areas are spaced for elite type, i.e., 12 characters/inch). For Approved. OMB No. 2040-0086. Approval expires 5-31-92 FORM U.S.ENVIRONMENTAL PROTECTION AGENCY I. EPA I.D. NUMBER - 11 \/E PA GENERAL INFORMATION F T/A C D Consolidated Permits Program GENERAL (Read the "Genera!Instructions"before starting.) 1 2 13 14 15 I LABEL ITEMS GENERAL INSTRUCTIONS If a preprinted label has been provided, I. EPA I.D. NUMBER affix it in the designated space. Review the information carefully; if any of it is Huffman Finishing Company incorrect cross through it and enter the III. FACILITY NAME correct data in the appropriate fill-in area Post Office Box 170 below.Also, if any of the preprinted data is absent (the area to the left of the label V. FACILITY Granite Falls, North Carolina 28630 space lists the information that should appear) please provide it in the proper fill- MAILING LIST 4919 Hickory Boulevard (Caldwell County) in area(s) below. If the label is complete and correct you need not complete Items I, Ill, V, and VI(except Vl-B which must be Southeast of Granite Falls, NC completed regardless). Complete all items VI. FACILITY if no label has been proved. Refer to the LOCATION instructions for detailed item descriptions and for the legal authorization under which this data is collected. II. POLLUTANT CHARACTERISTICS INSTRUCTIONS: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer 'yes"to any questions,you must submit this form and the supplemental from 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. SPECIFIC QUESTIONS MARK"X MARK SPECIFIC QUESTIONS MARK"XFORM YES NO YES NO ATTACHED ATTACHED A. Is this facility a publicly owned treatment works B. Does or will this facility (either existing or which results in a discharge to waters of the ❑ ® ❑ proposed) include a concentrated animal ❑ ® ❑ U.S.?(FORM 2A) feeding operation or aquatic animal production facility which results in a discharge 16 17 18 to waters of the U.S.?(FORM 2B) 19 20 21 C. Is this facility which currently results in ® ❑ ® D. Is this proposal facility(other than those described ❑ ® ❑ discharges to waters of the U.S. other than in A or 13 above)which will result in a discharge those described in A or B above?(FORM 2C) 22 23 24 to waters of the U.S.?(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) ❑ ® ❑ municipal effluent below the lowermost stratum ❑ ® ❑ containing, within one quarter mile of the well bore, underground sources of drinking water? 28 29 30 (FORM 4) 31 32 33 G. Do you or will you inject at this facility any H. Do you or will you inject at this facility fluids for produced water other fluids which are brought to special processes such as mining of suffer by the the surface in connection with conventional oil or ❑ ® ❑ Frasch process,solution mining of minerals,in ❑ ® ❑ natural gas production, inject fluids used for situ combustion of fossil fuel,or recovery of enhanced recovery of oil or natural gas, or inject geothermal energy?(FORM 4) fluids for storage of liquid hydrocarbons? (FORM 4) 34 35 36 37 38 39 I. Is this facility a proposed stationary source J. Is this facility a proposed stationary source which is one of the 28 industrial categories listed which is NOT one of the 28 industrial categories ❑ ® DIin the instructions and which will potentially emit ❑ ® CI listedin the instructions and which will potentially 100 tons per year of any air pollutant regulated emit 250 tons per year of any air pollutant under the Clean Air Act and may affect or be regulated under the Clean Air Act and may affect located in an attainment area? FORM 5 40 41 42 or be located in an attainment are? FORM 5 43 44 45 III. NAME OF FACILITY c SKIP Huffman Finishing Company WWTP 1 15 16-29 30 69 IV. FACILITY CONTACT IIIIIIIIIIIIIIIIMIIIIIIIMIIIIIIIIIIIIIIIIIII A.NAME&TITLE(last,first, &title) B.PHONE(area code&no.) c Lee Huffman, Owner/Manager 828 396 1741 ' 2 15 16 45 46 48 49 51 52 55 V. FACILITY MAILING ADDRESS A.STREET OR P.O.BOX 9 Post Office Box 170 15 16 45 1 B.CITY OR TOWN C.STATE D.ZIP CODE c Granite Falls NC 28630 4 15 16 40 41 42 47 51 VI. FACILITY LOCA1DNIJMIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIII A.STREET,ROUTE NO.OR OTHER SPECIFIC IDENTIFIER c 4919 Hickory Boulevard, Southeast of Granite Falls, NC 5 15 16 45 B.COUNTY NAME Caldwell 46 70 C.CITY OR TOWN D.STATE E.ZIP CODE F.COUNTY CODE c Granite Falls NC 28630 6 15 16 40 I 141 42 I 47 51 152 54 I EPA FORM 3510-1(8-90) CONTINUED ON REVERSE CONTINUED FROM THE FRONT VII. SIC CODES (4-digit, in order of priority) A.FIRST B.SECOND c 2390 (specify) 7 (specify) S 16 17 Textile 9 16 19 C.THIRD D.FOURTH (specify) 7 (specify) 7 7 15 16 17 15 16 19-_ VI11. OPERATOR INFORMATION 1111.111111 A.NAME B.Is the name listed in Item c M. Shuford Wise VIII-A also the owner? 8 ❑ YES ®NO 18 19 55 C.STATUS OF OPERATOR(Enter the appropriate letter into the answer box;if"Other,"specify.) D.PHONE(area code&no.) F=FEDERAL M=PUBLIC(other than federal or state) p (specify) A 828 396 1741 S=STATE 0=OTHER(specify) P=PRIVATE 56 15 16 18 19 21 22 25 E.STREET OR PO BOX Post Office Box 170 26 55 F.CITY OR TOWN G.STATE H.ZIP CODE IX. INDIAN LAND c Granite Falls NC 28630 Is the facility located on Indian lands? ❑YES ® NO 15 16 40 42 42 47 51 X. EXISTING ENVIRONMENTAL PERMITS A.NPDES(Discharges to Surface Water) D.PSD(Air Emissions from Proposed Sources) 9 T I NC0025135 C T 8 9P 15 16 17 18 30 15 16 17 18 30 B.UIC(Underground Injection of Fluids E.OTHER(specify) (Specify) C T I C T 8 9 U 9 15 16 17 18 30 15 16 17 18 30 C.RCRA(Hazardous Wastes) E.OTHER(specify) (Specify) C T I C T 8 9 R 9 15 16 17 18 30 15 16 17 18 30 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 recise re uirements. XII. NATURE OF BUSINESS (provide a brief description) Bleaching of Cotton and cotton/synthetic socks. Dyeing of cotton and cotton/synthetic socks XIII. CERTIFICATION (see instructions) l 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 in the application, 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 fine and imprisonment. A.NAME&OFFICIAL TITLE(type or print) B.SI NATURE C.DATE SIGNED Lee T. Huffman, Owner/Manager ( 07/25/2019 COMMENTS FOR OFFICIAL USE ONLY C C 15 16 55 EPA FORM 3510-1(8-90) EPA I.D.NUMBER(copy from Item 1 of Form 1) Form Approved. OMB No.2040-0086. Please print or type in the unshaded areas only. Approval expires 3-31-98. FORM UA .S.U.S.ENVIRONMENTAL PROTECTION AGENCY 2�+ ��k EPA ATER EXISTING MANUFACTURING,,COMMERCIAL,MINING AND SILVICULTURECATION FOR PERMIT TO DISCHARGE C OPERATIONS NPDES Consolidated Permits Program I.OUTFACE 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 (list) 1.DEG. 2.MIN. 3.SEC. 1.DEG. 2.MIN. 3.SEC. D.RECEIVING WATER(name) 001 35.00 45.00 34.00 81.00 23.00 48.00 Catawba River (lake Hickory) 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.(list) a.OPERATION(list) (include units) a.DESCRIPTION TABLE 2C-1 955 Textile Dying and Finishing 0.049 MGD Scrrening 001 1-T 55 Domestic Aerated Equalization Tank Activated Sludge 3-A Sedimentaion/Clarification Chlorine Disinfection 2-F Dechlorinarion 2-E Cascade Post Aeration Discharge To Surface Water 4-A Aerobic Sludge Digestion 5-A Sludge Holding Lagoon 5-T Sludge Drying Beds 5-H OFFICIAL USE ONLY(effluent guidelines sub-categories) 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 following table) ✓❑NO(go to Section III) 3.FREQUENCY 4.FLOW a.DAYS PER B.TOTAL VOLUME 2.OPERATION(s) WEEK b.MONTHS a.FLOW RATE(in mgd) (specify with units) 1.OUTFALL CONTRIBUTING FLOW (specify PER YEAR 1.LONG TERM 2.MAXIMUM 1.LONG TERM 2.MAXIMUM C.DURATION NUMBER(kit) (list) average) (spee),average) AVERAGE DAILY AVERAGE DAILY (in days) III.PRODUCTION A.Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to your facility? ✓❑YES(complete Item III-B) ❑NO(go to Section IV) B.Are the limitations in the applicable effluent guideline expressed in terms of production(or other measure of operation)? ./❑YES(complete Item III-C) ❑NO(go to Section IV) 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. (list outfall numbers) (specify) 18,960 1000 lb.. Bleaching of cotton/synthetic socks and dyeing of 001 cotton/synthetic socks. 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(complete the following table) ✓ NO(go to Item IV-B) 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 • EPA I.D.NUMBER(copy from Item I of Form I) CONTINUED FROM PAGE 2 V.INTAKE AND EFFLUENT CHARACTERISTICS A,B,&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 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? YES(list all such pollutants below) NO(go to Item PI-B) 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(identify'the test(s)and describe their purposes below) ❑NO(go to Section G711) Chronic toxicity (ceriodephnia) P/F @ 0.96%, March, June, September, and December for observable inhibition of reproduction or significant mortality to ceriodaphnia dubia at an effluent concentration of 0.96%. VIII.CONTRACT ANALYSIS INFORMATION Were any of the analyses reported in Item V performed by a contract laboratory or consulting firm? YES(list the name,address,and telephone number of and pollutants analyzed by, ❑NO(go to Section IX) each such laboratory or firm below) A NAME B.ADDRESS C.TELEPHONE D.POLLUTANTS ANALYZED (area code&no.) (list) 1. Water-Tech Laboratories 5 Pinewood Plaza (828) 396-4444 Total Residual Chlorine, BOD, Post Office Box 1056 COD,Ammonia Nitrogen, Granite Falls, North Carolina 28630 Total Suspended Residue, Fecal Coliforrn,Total Nitrogen, Total Phosphorus 2. Reearch & Analytical 107 Short Street (336) 996-2841 Total Sulfides,Total Laboratories Post Office Box 476 Kernsville, North Carolina 27284 Phenolics, Total Chromium, Total Nickel, Total Silver, 3. Gel Laboratories 2040 Savage Road (843) 556-8171 Charleston, South Carolina 29407 Low level Mercury IX.cERTIFICATI1111.1111111111111111111111111 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(type or print) B.PHONE NO.(area code&no.) 1 Lee T.Huffman Owner/Manager (828) 396-1741 C.SIG TURE D.DATE SIGNED 07/25/2019 EPA Form 3510-2C(8-90) PAGE 4 of 4 1 PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY.You may report some or all of this information EPA I.D.NUMBER(copy from Item 1 of Form I) -- on separate sheets(use the same format)instead of completing these pages. SEE INSTRUCTIONS. OUTFALL NO. V.INTAKE AND EFFLUENT CHARACTERISTICS(continued from page 3 of Form 2-C) 001 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 (specify if blank) (optional) b.MAXIMUM 30 DAY VALUE ' c.LONG TERM AVRG.VALUE a.LONG TERM a.MAXIMUM DAILY VALUE (if available) (if available) AVERAGE VALUE 1.POLLUTANT (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF CONCENTRATION (2)MASS CONCENTRATION (2)MASS (1)CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES a.Biochemical Oxygen 9.2 6.68 3.64 1.83 1.49 .565 312 MG/L LBS Demand(BOD) b.Chemical Oxygen 142.0 120.1 97.6 46.0 69.7 28.5 312 MG/L LBS Demand(COD) c.Total Organic Carbon (TOC) d.Total Suspended Solids(TSS) 283.0 166.6 212.9 95.8 100.4 43.0 312 MG/L LBS e.Ammonia(asN) <0.2 <0.2 <0.2 36 MG/L f.Flow VALUE .150 VALUE 0 70 VALUE .049 572 MGD VALUE g.Temperature VALUE 17 4 VALUE 14.0 VALUE VALUE (winter) 10.1 312 'c h.Temperature VALUE 28 4 VALUE 27.9 VALUE 22 7 212 =C VALUE (summer) MINIMUM MAXIMUM MINIM?2 MAXIMUM 312 STANDARD UNITS i.pH 2 tf 5 7 t3 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(optional) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG.VALUE a.LONG TERM AVERAGE AND a b a.MAXIMUM DAILY VALUE (if available) (if available) VALUE CAS NO. BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- 1) b.NO.OF (if available) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS -CONCENTRATION (2)MASS ANALYSES a.Bromide v (24959-67-9) b.Chlorine,Total X/ <17 <17 <17 148 UG/L Residual \/ c.Color X/ d.FecalColiform > 86 1.73 <0.28 312 #/100ML e.Fluoride �` (16984-48-8) f.Nitrate-Nitrite (es t EPA Form 3510-2C(8-90) PAGE V-1 CONTINUE ON REVERSE ITEM V-B CONTINUED FROM FRONT -- 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optional) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG.VALUE a.LONG TERM AND a b. a.MAXIMUM DAILY VALUE (if available) (if available) AVERAGE VALUE CAS NO. BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF (if available) PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES T.Nitrogen, Total Organic(as /X\ 18.78 9.19 18.78 9.19 13.50 5.50 15 MG/L LBS M h.Oil and 7.6 7.6 7.6 1 MG/L Grease Phosphorus( ` (as P),Total X 5.09 2.45 5.09 2.45 3.33 3.73 15 MG/L LBS (7723-14-0) j.Radioactivity ` , (1)Alpha,Total `X/ (2)Beta,Total X, (3)Radium, /v` Total (4)Radium 226, Total k.Sulfate (as SO,) (14808-79-8) I.Sulfide(as S) /�X <0.05 <0.06 <0.05 <0.05 <0.05 <0.02 148 MG/L LBS m.Sulfite ` , (as SO3) y (14265-45-3) ,\ n.Surfactants X o.Aluminum, Total (7429-90-5) p.Barium,Total (7440-39-3) n q.Boron,Total (7440-42-8) r.Cobalt,Total (7440-48-4) s.Iron,Total �/ (7439-89-6) /� t.Magnesium, Total X (7439-95-4) u.Molybdenum, Total X (7439-98-7) v.Manganese, Total X (7439-96-5) 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 EPA I.D.NUMBER(copy from Item I of Form 1) OUTFALL NUMBER CONTINUED FROM PAGE 3 OF FORM 2-C 0 01 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 acrolein,acrylonitrile,2,4 dinitrophenol,or 2-methyl-4,6 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(optional) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. c. a.MAXIMUM DAILY VALUE (if available) VALUE(if available) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF (if available) 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(7440-36-0) X <0.005 1 MG/L 2M.Arsenic,Total (7440-38-2) 3M.Beryllium,Total X (7440-41-7) 4M.Cadmium,Total X (7440-43-9) Tot Chromium, X 1.44 .820 1.09 .591 .512 .366 148 MG/L LBS Total(7440-47-3) Copper,Total (7440-50-8) X 0.028 1 MG/L (74 7M.Lead,Total X (7439-92-1) 8M.Mercury,Total (7439-97-6) X 5.74 1 NG/L Nickel,Total (7440-02-0) X 0.006 0.003 0.006 0.003 <0.006 <0.003 4 MG/L LBS (74 10M.Selenium, X Total(7782-49-2) 11M.Silver,Total(7440 22-4) X <0.005 <0.002 <0.005 <0.002 <0.005 <0.002 15 MG/L LBS 12M.Thallium, X Total(7440-28-0) 13M.Zinc,Total (7440-66-6) X <0.010 1 MG/L Total Cyanide, X <0.005 1 MG/L Total(57-12-5) 15M.Phenols, X 0.022 0.100 0.009 0.035 <0.006 <0.004 148 MG/L LBS Total DIOXIN 2,3,7,8-Tetra- X DESCRIBE RESULTS chlorodibenzo-P- Dioxin(1764-01-6) EPA Form 3510-2C(8-90) PAGE V-3 CONTINUE ON REVERSE CONTINUED FROM THE FRONT 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optional) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. c. a.MAXIMUM DAILY VALUE (if available) VALUE(if available) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF (if available) 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 1 V.Accrolein (107-02-8) 2V.Acrylonitrile X (107-13-1) 3V.Benzene (71-43-2) 4V.Bis(Chloro- methyl)Ether >( (542-88-1) 5V.Bromoform (75-25-2) 6V.Carbon Tetrachloride X (56-23-5) 7V.Chlorobenzene X(108-90-7) 8V.Chlorodi- bromomethane (124-48-1) 9V.Chloroethane (75-00-3) 10V.2-Chloro- ` , ethylvinyl Ether X (110-75-8) 11V.Chloroform (67-66-3) 12V.Dichloro- bromomethane (75-27-4) 13V.Dichloro- difluoromethane X (75-71-8) 14V.1,1-Dichloro- Xethane(75-34-3) 15V.1,2-Dichloro- ethane (107-08-2) /X 16V.1,1-Dichloro- ethylene(75-35-4) 17V.1,2-Dichloro- propane(78-87-5) 18V. 3-Dichloro- propyl propylene (542-75-6) 19V.Ethylbenzene X(100-41-4) 20V.Methyl Bromide(74-83-9) 21V.Methyl Chloride(74-87-3) EPA Form 3510-2C(8-90) PAGE V-4 CONTINUE ON PAGE V-5 CONTINUED FROM PAGE V-4 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optional) 1.POLLUTANT • b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. c. a.MAXIMUM DAILY VALUE (if available) VALUE(if available) 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 GC/MS FRACTION—VOLATILE COMPOUNDS(continued) 22V.Methylene v Chloride(75-09-2) Tetrachloroethane X (79-34-5) 24V.Tetrachloro- ethylene(127-18-4) 25V.Toluene X(108-88-3) 26V.1,2-Trans- Dichloroethylene X (156-60-5) 27V.1,1,1-Trichloro- Xethane(71-55-6) 28V.1,1,2-Trichloro- ethane(79-00-5) 29V Trichloro- ethylene(79-01-6) 30V.Trichloro- fluoromethane ` X (75-69-4) • 31V.Vinyl Chloride (75-01-4) GC/MS FRACTION—ACID COMPOUNDS 1A.2-Chlorophenol X(95-57-8) 2A.2,4-Dichloro- phenol(120-83-2) 3A.2,4-Dimethyl- X phenol(105-67-9) 4A.4,6-Dinitro-O- Cresol(534-52-1) 5A.2,4-Dinitro- phenol(51-28-5) 6A.2-Nitrophenol X - (88-75-5) 7A.4-Nitrophenol X (100-02-7) 8A.P-Chloro-M- Cresol(59-50-7) • 9A.Pentachloro- X phenol(87-86-5) 10A.Phenol (108-95-2) 11A.2,4,6-Trichloro- phenol(88-05-2) EPA Form 3510-2C(8-90) PAGE V-5 CONTINUE ON REVERSE CONTINUED FROM THE FRONT 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optional) 1 POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. c. a.MAXIMUM DAILY VALUE (if available) VALUE(if available) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF Of available) 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 (83-32-9) 2B.Acenaphtylene v (208-96-8) 3B.Anthracene v (120-12-7) 4B.Benzidine v (92-87-5) 5B.Benzo(a) Anthracene �/ (56-55-3) /� 6B.Benzo(a) >/ Pyrene(50-32-8) /� 7B.3,4-Benzo- fluoranthene (205-99-2) 8B.Benzo(ghi) Perylene(191-24-2) 9B.Benzo(k) Fluoranthene �/ (207-08-9) /� 10B.Bis(2-Chloro- ethaxy)Methane (111-91-1) 11 B.Bis(2-Chloro- ethyl)Ether >/ (111-44-4) /� 12B.Bis(2- Chloroisopropyl) v Ether(102-80-1) 13B.Bis(2-Ethyl- hexyl)Phthalate >/ (117-81-7) 14B.4-Bromophenyl Phenyl Ether X(101-55-3) 15B.Butyl Benzyl >/ Phthalate(85-68-7) /� 16B.2-Chloro- naphthalene X(91-58-7) 17B.4-Chloro- phenyl Phenyl Ether �/ (7005-72-3) /� 18B.Chrysene X(218-01-9) 19B.Dibenzo(a,h) Anthracene X(53-70-3) 20B.1,2-Dichlo ro- >/ benzene(95-50-1) /� 21 B.1,3-Di-chloro- v benzene(541-73-1) EPA Form 3510-2C(8-90) PAGE V-6 CONTINUE ON PAGE V-7 CONTINUED FROM PAGE V-6 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(opbtrr, 4 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. c. a.MAXIMUM DAILY VALUE (if available) VALUE(if available) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) ' d.NO.OF a.CONCEN- Lb.Nfb.@f(1) (if available) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)Mrs '' `11'zz GC/MS FRACTION—BASE/NEUTRAL COMPOUNDS(continued) 22B.1,4-Dichloro- benzene(106-46-7) 23B.3,3-Dichloro- benzidine (91-94-1) 24B.Diethyl X Phthalate(84 66 2) 25B.Dimethyl Phthalate (131-11-3) 26B.Di-N-Butyl Phthalate(84-74-2) 27B.2,4-Dinitro- toluene(121-14-2) 28B.2,6-Dinitro- toluene(606-20-2) 29B.Di-N-Octyl v Phthalate(117-84-0) 308.1,2-Diphenyl- hydrazine(as Azo- benzene)(122-66-7) 31B.Fluoranthene (206-44-0) 326.Fluorene (86-73-7) 33B.Hexachloro- benzene(118-74-1) 34B.Hexachloro- butadiene(87-68-3) 35B.Hexachloro- cyclopentadiene V (77-47-4) /\ 36B Hexachloro- ethane(67-72-1) 37B.Indeno (1,2,3-cd)Pyrene X (193-39-5) 38B.Isophorone (78-59-1) 39B.Naphthalene X (91-20-3) 40B.Nitrobenzene (98-95-3) 41B.N-Nitro- sodimethylamine (62-75-9) 42B.N-Nitrosodi- N-Propylamine (621-64-7) EPA Form 3510-2C(8-90) PAGE V-7 CONTINUE ON REVERSE CONTINUED FROM THE FRONT 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optional) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. c. a.MAXIMUM DAILY VALUE (if available) VALUE(if available) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF (if available) 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(continued) 438.N-Nitro- sodiphenylamine (86-30-6) 44B.Phenanthrene (85-01-8) 45B.Pyrene `/ (129-00-0) n 46B.1,2,4-Tri- chlorobenzene v (120-82-1) GC/MS FRACTION—PESTICIDES 1 P.Aldrin v (309-00-2) 2P.u-BHC (319-84-6) 3P.Il-BHC (319-85-7) 4P.y-BHC (58-89-9) 5P.b-BHC v (319-86-8) 6P.Chlordane v (57-74-9) 7P.4,4'-DDT X (50-29-3) 8P.4,4'-DDE v (72-55-9) 9P.4,4'-DDD (72-54-8) 10P.Dieldrin (60-57-1) 11P.u-Enosulfan v (115-29-7) 12P.(i-Endosulfan (115-29-7) 13P.Endosulfan Sulfate V (1031-07-8) /\ 14P.Endrin (72-20-8) 15P.Endrin Aldehyde X (7421-93-4) 16P.Heptachlor (76-44-8) EPA Form 3510-2C(8-90) PAGE V-8 CONTINUE ON PAGE V-9 EPA I.D.NUMBER(copy from Item 1 of Form I) OUTFALL NUMBER CONTINUED FROM PAGE V-8 001 2.MARK"X" 3.EFFLUENT 4.UNITS 5.INTAKE(optional) 1.POLLUTANT b.MAXIMUM 30 DAY VALUE c.LONG TERM AVRG. a.LONG TERM AND a. b. a. a.MAXIMUM DAILY VALUE (if available) VALUE(if available) AVERAGE VALUE CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) (1) d.NO.OF a.CONCEN- (1) b.NO.OF (if available) REQUIRED PRESENT ABSENT CONCENTRATION (2)MASS CONCENTRATION (2)MASS CONCENTRATION (2)MASS ANALYSES TRATION b.MASS CONCENTRATION (2)MASS ANALYSES GC/MS FRACTION—PESTICIDES(continued) 17P.Heptachlor Epoxide X (1024-57-3) 18P.PCB-1242 �/ (53469-21-9) 19P.PCB-1254 �/ (11097-69-1) 20P.PCB-1221 (11104-28-2) 21P.PCB-1232 (11141-16-5) 22P.PCB-1248 (12672-29-6) 23P.PCB-1260 (11096-82-5) 24P.PCB-1016 (12674-11-2) 25P.Toxaphene (8001-35-2) EPA Form 3510-2C(8-90) PAGE V-9 NATERI TECH LABS.ine. POST OFFICE BOX 1056 • #5 PINEWOOD PLAZA DR. GRANITE FALLS,NORTH CAROLINA 28630 (828)396-4444 SAMPLE: Huffman Finishing#ppa COLLECTION DATE: 4/3/2019 PERMIT#: COLLECTION TIME: 10:50 ADDRESS: RECEIVED DATE: 4/3/2019 RECEIVED TIME: 11:20 REPORTED: 4/18/2019 ANALYSIS ANALYSIS EFFLUENT UNITS DATE ANALYST TDS 2,656 mg/L 4/5/19 lag Hardness 20 mg/L 4/3/19 lag NH3 <0.2 mg/L 4/5/19 jrg Oil&Grease 7.6 mg/L 4/5/19 jdg NO2+NO3 3.40 mg/L 4/12/19 jdg TKN 5.32 mg/L 4/11/19 jdg T.Nitrogen 8.72 mg/L 4/12/19 jdg T.Phosphorus 1.92 mg/L 4/8/19 jdg LOG ID: 1904-092 REPORTED BY: NC CERTIFIEDLAB#50 ft,r Tony Gragg,Lab Supervisor ,tµttttp►,t• ' RESEARCH & ANALyTICAL• pr.� b!;►;u,p,... ' 0 LABORATORIES, INC. i�°sn z = y°` ;: Analytical/Process Consultations a••c:9�iq ''.(os.� ttt • Chemical Analysis for Selected Parameters and Water Sample Identified as Huffman Finish-PPA Scan (A Water Tech Labs,Inc Project,collected 03 April 2019) I. Volatile Organics Quantitation Huffman Finish III. Semi-volatile Organics Quantitation Huffman Finish EPA Method 624 Limit PPA Scan Method 625 Limit PPA Scan Parameter (mg/LI 'me/LI Parameter (mg/L) (me/L) Methylene Chloride 0.010 BQL 4-Chloro-3-methylphenol 0.010 BQL Trichlorofluoromethane 0.010 BQL 2-Chlorophenol 0.010 BQL 1,1-Dichloroethene 0.010 BQL 2,4-Dichlorophenol 0.010 BQL 1,I-Dichloroethane 0.010 BQL 2,4-Dimethylphenol 0.010 BQL Chloroform 0.010 0.022 2,4-Dinitrophenol 0.050 BQL Carbon Tetrachloride 0.010 SQL 2-Methyl-4,6-dinitrophenol 0.050 BQL 1,2-Dichloropropane 0.010 BQL 2-Nitrophenol 0.010 BQL Trichloroethene 0.010 BQL 4-Nitrophenol 0.050 BQL Dibromochloromethane 0.010 BQL Pentachlorophenol 0.050 BQL 1,1,2-Trichloroethane 0.010 SQL Phenol 0.010 BQL Tetrachloroethene 0.010 BQL 2,4,6-Trichlorophenol 0.010 BQL Chlorobenzene 0.010 BQL Acenaphthene 0.010 BQL Trans-1,2-Dichloroethene 0.010 BQL Acenaphthylene 0.010 BQL 1,2-Dichloroethene 0.010 SQL Anthracene 0.010 BQL 1,1,1-Trichloroethane 0.010 BQL Benzidine 0.050 BQL Bromodichloromethane 0.010 BQL Benzo(a)anthracene 0.010 BQL Cis-1,3-Dichloropropene 0.010 BQL Benzo(a)pyrene 0.010 BQL Benzene 0.010 BQL Benzo(b)fluoranthene 0.010 BQL Trans-1,3-Dichloropropene 0.010 BQL Benzo(ghi)perylene 0.010 BQL Bromoform 0.010 BQL Benzo(k)fluoranthene 0.010 BQL 1,1,2,2-Tetrachloroethane 0.010 BQL Benzyl butyl phthalate 0.010 BQL Toluene 0.010 BQL Bis(2-chloroethoxy)rnethane 0.010 BQL Ethyl Benzene 0.010 BQL Bis(2-chlorcethyl)ether 0.010 BQL Chlaromethane 0.010 BQL Bis(2-chloroisopropyl)ether 0.010 BQL Bromomethane 0.010 BQL Bis(2-ethyl-hexyl)phthalate 0.010 BQL Vinyl Chloride 0.010 BQL 4-Bromophenyl phenyl ether 0.010 BQL Chloroethane 0.010 BQL 2-Chloronaphthalene 0.010 BQL Total Xylenes 0.010 BQL 4-Chlorophenyl phenyl ether 0.010 BQL Acrolein 0.100 BQL Chrysene 0.010 BQL Acrylonitrile 0.100 BQL Dibenzo(a,h)anthracene 0.010 BQL 2-Chloroethyl vinyl ether 0.010 BQL 1,2-Dichlorobenzene 0.010 BQL 1,3-Dichlorobenzene 0.010 BQL Dilution Factor 1 1,4-Dichlorobenzene 0.010 BQL 3,3-Dichlorobenzidine 0.020 BQL Quantitation Huffman Finish Di-N-Butyl phthalate 0.010 BQL II. Miscellaneous Limit PPA Scan 2,4-Dinitrotoluene 0.010 BQL Parameters (m&./LI !me/L) 2,6-Dinitrotoluene 0.010 SQL Di-N-Octyl phthalate 0.010 BQL Antimony,Total 0.005 BQL Fluoranthene 0.010 BQL Arsenic,Total 0.005 BQL Hexachlorobenzene' 0.010 BQL Beryllium,Total 0.001 BQL Hexachlorobutadiene 0.010 BQL Cadmium,Total 0.002 BQL Hexachlorocyclopentadiene 0.010 BQL Chromium,Total 0.005 0311 Hexachloroethane 0.010 BQL Copper,Total 0.005 0.028 lndeno(1,2,3-cd)pyrene 0.010 BQL Lead,Total 0.005 BQL Isophorone 0.010 BQL Nickel,Total 0.005 BQL Naphthalene 0.010 BQL Selenium,Total 0.005 SQL Nitrobenzene 0.010 BQL Silver,Total 0.005 BQL N-Nitrosodimethylamine 0.010 BQL Thallium,Total 0.005 BQL N-nitrosodi-n-propylamine 0.010 BQL Zinc,Total 0.010 BQL N-Nitrosodiphenylamine 0.010 BQL Cyanide 0.005 BQL Phenanthrene 0.010 BQL Phenols 0.005 BQL Pyrene 0.010 BQL 1,2,4-Trichlorobenzene 0.010 BQL Diethyl phthalate 0.010 BQL Dimethyl phthalate 0.010 BQL Fluorene 0.010 BQL Sample Number 64983-01 1,2-diphenylhydrazine 0.050 BQL Sample Date 04/03/19 Sample Time(hrs) 1050 Dilution Factor 1 Sample Number 64983-01 Sample Date 04/03/19 Sample Time(bra) 1050 BQL = Below Quantitation Limits mg/L =milligrams per Liter=parts per million(ppm) ) WATER TECH LABORATORIES, INC. 5 Pinewood Plaza DR. P.O. Box 1056 Granite Falls, N.C. 28630 (828) 396-4444 CHAIN OF CUSTODY CLIENT: Huffman Finishing Company PHONE: (828) 396-1741 Wastewater Treatment Plant TYPE SAMPLE: Wastewater P.O. Box 170 NO. LOCATIONS: 1 Granite Falls, N.C. 28630 SAMPLER NAME: S. Wise NPDES# NC0025135 Sample Location Sample Collection Sample Type Containers No. Analysis Facility Name Date Time Temp°C Grab/Composite Plastic/Glass Required Effluent 04/03/19 3° Composite 4 P PPA Scan DSD � Effluent 04/03/19 1 0 0 h ° Grab 2 P PPA Scan Effluent 04/03/19 ( 0 5.0 (I 15 ° Grab 9 G PPA Scan Relin uish d B Date: Time: Re iv D / Timf/�Q _04/03/2019 i Relinquished By: Date: Time: eceived By: Date: Time: Preservation: []Cool 4°C-[BOD,TSS] . Conductivity, MBAS, Color Alkalinity Vi,Turbidity [ ] Cool 4°C-pH<2 w/H2SO4-NH3, NO2-NO3,TKN, Oil&Grease,TOC,[COD], Hardness,Total Phosphorus,Total Phenolics ['I Cool 4°C, pH<2 w/HNO3-Metals except Cr,VI [] None-Chloride, pH, Fluoride Other: [] Cool 4°C, Na2S203- [Coliform, Bacteria] [X] Cool 4°C, pH>12 w/NaOH,0.6 gm.Ascorbic acid -Cyanide []Cool 4°C, pH>9 w/NaOH,ZnOAc-Sulfide [X] Per Analyzing Lab—Organics Sample Temperature at Lab(°C) GEL LABORATORIES LLC 2040 Savage Road Charleston SC 29407-(843)556-8171 -www.gel.com Certificate of Analysis Report Date: April 24,2019 Company: Water Tech Laboratories Address: P.O.Box 1056 Granite Falls,North Carolina 28630 Contact: Mr.Tony Gragg Project: Routine Analysis Client Sample ID: Effluent Project: WATR00101 Sample ID: 476015001 Client ID: WATR001 Matrix: Water Collect Date: 03-APR-19 10:30 Receive Date: 10-APR-19 Collector: Client ) t ern 1-(r Parameter Qualifier Result DL RL Units PF DF Analyst Date Time Batch Method Mercury Analysis-CVAA EPA 1631 Low Level Mercury Analysis"As Received" Mercury 5.74 0.200 0.500 ng/L 1 BCD1 04/12/19 1311 1866498 1 The following Analytical Methods were performed: Method Description Analyst Comments 1 EPA 1631E Notes: Column headers are defined as follows: DF:Dilution Factor Lc/LC:Critical Level DL:Detection Limit PF:Prep Factor MDA:Minimum Detectable Activity RL:Reporting Limit MDC:Minimum Detectable Concentration SQL: Sample Quantitation Limit Page 3 of 10 SDG: 476015 GEL LABORATORIES LLC 2040 Savage Road Charleston SC 29407-(843)556-8171 -www.gel.com Certificate of Analysis Report Date: April 24,2019 Company : Water Tech Laboratories Address : P.O.Box 1056 Granite Falls,North Carolina 28630 Contact: Mr.Tony Gragg Project: Routine Analysis Client Sample ID: Blank Project: WATR00101 Sample ID: 476015002 Client ID: WATR001 Matrix: BLANK Collect Date: 03-APR-19 10:30 Receive Date: 10-APR-19 Collector: Client Parameter Qualifier Result DL RL Units PF DF Analyst Date Time Batch Method Mercury Analysis-CVAA EPA 1631 Low Level Mercury Analysis"As Received" Mercury U <0.2 0.200 0.500 ng/L 1 BCD1 04/12/19 1304 1866498 The following Analytical Methods were performed: Method Description Analyst Comments 1 EPA 1631E Notes: Column headers are defined as follows: DF:Dilution Factor Lc/LC:Critical Level DL:Detection Limit PF:Prep Factor MDA:Minimum Detectable Activity RL:Reporting Limit MDC:Minimum Detectable Concentration SQL:Sample Quantitation Limit Page 4 of 10 SDG: 476015 GEL LABORATORIES LLC 2040 Savage Road Charleston,SC 29407-(843)556-8171 -www.gel.com QC Summary Report Date:April 24,2019 Water Tech Laboratories Page 1 of 2 P.O.Box 1056 Granite Falls,North Carolina Contact: Mr.Tony Gragg Workorder: 476015 Parmname NOM Sample Qual QC Units RPD% REC% Range An1st Date Time Metals Analysis-Mercury Batch 1866498 QC1204258445 LCS Mercury 5.00 4.43 ng/L 88.6 (77%-123%) BCD1 04/12/19 12:51 QC 1204258444 MB Mercury U <0.2 ng/L 04/12/19 12:44 QC1204258446 476015001 MS Mercury 10.0 5.74 16.0 ng/L 102 (71%-125%) 04/12/19 13:18 QC1204258447 476015001 MSD Mercury 10.0 5.74 16.6 ng/L 3.83 109 (0%-24%) 04/12/19 13:25 Notes: The Qualifiers in this report are deemed as follows: < Result is less than value reported > Result is greater than value reported E %difference of sample and SD is>10%. Sample concentration must meet flagging criteria FB Mercury was found present at quantifiable concentrations in field blanks received with these samples. Data associated with the blank are deemed invalid for reporting to regulatory agencies H Analytical holding time was exceeded J Value is estimated N Metals--The Matrix spike sample recovery is not within specified control limits N/A RPD or%Recovery limits do not apply. NI See case narrative ND Analyte concentration is not detected above the detection limit NJ Consult Case Narrative,Data Summary package,or Project Manager concerning this qualifier Q One or more quality control criteria have not been met.Refer to the applicable narrative or DER. R Sample results are rejected U Analyte was analyzed for,but not detected above the MDL,MDA,MDC or LOD. X Consult Case Narrative,Data Summary package,or Project Manager concerning this qualifier Y Other specific qualifiers were required to properly define the results.Consult case narrative. A RPD of sample and duplicate evaluated using+/-RL. Concentrations are<5X the RL. Qualifier Not Applicable for Radiochemistry. Page 5 of 10 SDG: 476015 a GEL LABORATORIES LLC 2040 Savage Road Charleston,SC 29407-(843)556-8171 -www.gel.com QC Summary Workorder: 476015 Page 2 of 2 Parmname NOM Sample Qual QC Units RPD% REC% Range An1st Date Time h Preparation or preservation holding time was exceeded N/A indicates that spike recovery limits do not apply when sample concentration exceeds spike conc.by a factor of 4 or more or%RPD not applicable. A The Relative Percent Difference(RPD)obtained from the sample duplicate (DUP)is evaluated against the acceptance criteria when the sample is greater than five times(5X)the contract required detection limit(RL).In cases where either the sample or duplicate value is less than 5X the RL,a control limit of+/_the RL is used to evaluate the DUP result. *Indicates that a Quality Control parameter was not within specifications. For PS,PSD,and SDILT results,the values listed are the measured amounts,not final concentrations. Where the analytical method has been performed under NELAP certification,the analysis has met all of the requirements of the NELAC.standard unless qualified on the QC Summary. Page 6 of 10 SDG: 476015 T :lam \ \ f�Lr IA ) -O f_ i 131 c, ( ' ..".."4.,'„ s, y, 104 . i 1011, '..\'‘,.,,'.., ,'...4,;„;pan , • "7, - 4 t 7 t ...-1 - , _ },. ,1 Granite/ �. ;�,-• y s fa -. , ----., c-;',‘�,,,a C) )c• ,- ; .W .*�� .� +mod y '�•,.� ,/ C&TAV414A C J 1 Ramo 2. ,• `. -` f ! TK * - ti i �-� / / .5'-'. �. „ ifx^ Mil -*•• OhOdhiss �j _�jS CA Discharge location 1 /�3t,Pkt ,`,t` ,.,,, � y � ,- O.. ..--. 4a IA re it ,ems -3-_; 7_';.7.''' ,e- • � Sµs \ ( 1+ •y1 N y ,�i l ! M`.� �YIYMM=.t.1 a � l AI- .,. Penelope• '+"' a� -ifri - 't4, w1,-. ' rr 5c.. ,,..- \ ,., , .,, v . _.................:„ ,,,. .,,,,-.......„ --„.3 ... , , --,.... -..!.,7ng Wig ' 1 :k r 41 , , Hildebran " .4-,,..„:, , j '" - . ..4-.. : / :0 ,4‘46,... 1P4*‘' .• ,1,:ise•ti Hein '� - * Copyright:©2013`National�Geographic§ociet i-cubed, Esri, HER1=j E' %}t. DeLorme, Mapmylndia,©OpenStreetMap contributors,and the GfS. user community ' - Huffman Finishing - NC0025135 / Facility • Receiving Stream:Catawba River(Lake Hickory) Lat.:35°45'34" Location Stream Class:WS-IV B CA Long.:-81°23'48" -*- River Basin:Catawba River Basin Subbasin#/8-Digit HUC:03 08 32/03050101 I North I Not to SCALE County:Caldwell Discharge Point Latitude: 35° 45' 34" Longitude 81° 23' 48" • c =_— nAIryN , i • • GENERAL INFORMATION Facility and Address: Huffman Finishing Company P.O. Box 170 4919 Hickory Boulevard Granite Falls, N.C. 28630 NPDES Number: NC0025135 County: Caldwell Contact Person(s): Lee T. Huffman, Owner/Manager M. Shuford Wise, ORC Phone: (828) 396-1741 Phone: (828) 244-9598 email huffhoslth@aol.com email mshufordwise@outlook.com Directions to Site: Huffman Finishing Company is located on the west side of Hwy 321 approximately 1.0 miles north of where Hwy 321 crosses Catawba River in southern Caldwell County. Discharge Point(s) PREVIOUS: EXISTING: Latitude: 35° 46' 05" Latitude: 35°45'34" Longitude: 81°23'49" Longitude: 81°23'48" Attached: USGS map extract indicating treatment facility site and discharge point on map. U.S.G.S. Quad D 13 SW U.S.G.S. Quad Name Granite Falls. Size(Land Available): Huffman Finishing Company owns the land behind the existing WWTP which would be available for expansion. Topography: Hilly, Slope to 40%, not in flood plain. Nearest Dwelling: None within 500 feet of WWTP. Re: Paul R. White 07/17/1991 Sludge Management Plan Wastewater Treatment System Improvements Huffman Finishing Company Granite Falls, North Carolina NPDES Permit No. NC0025135 The Huffman Finishing Company operates the 0.25 mgd extended aeration (Oxidation Ditch) type activated sludge plant which discharges its effluent into Catawba River(Lake Hickory) in accordance with the requirements set forth in the NPDES Permit NC0025135. The plant includes screening, flow equalization, extended aeration type activated sludge system, chlorine disinfection, pre and post dechlorination, post aeration, influent and effluent flow metering and sampling facilities, aerobic sludge stabilization/storage facilities, and disposal of stabilized sludge by land application in accordance with the requirements set forth in the land application of residuals (Non-503) Permit No. WQ002431. The settled sludge from the clarifier is periodically wasted to two (2) aerobic stabilization/storage basins for stabilization, settling and supernatant withdrawal operations. The supernatant withdrawn is recycled back at the headwork for reprocessing. The process of sludge wasting, stabilization, settling, and supernatant withdrawal is repeated and the stabilized sludge is disposed of once a year by land application at agronomic rates. The estimated waste activated sludge quantity of 325 lbs/day (4,775 gallons/day at specific gravity of 1.02 and 0.8 percent solids), at design conditions, will be aerobically stabilized to comply with the Class B pathogen reduction requirement, included in item no I.7 of the land application of residual solids Permit No. WQ002431. The Permit does not require Vector Attraction Reduction requirements. However, the existing aerobic sludge stabilization/storage facilities are adequately designed to comply with the Vector Attraction Reduction requirements. The 227 lbs/day (890 gallons/day at specific gravity of 1.02 and 3.0 percent solids) aerobically stabilized sludge will be disposed of by land application at agronomic rates on the permitted sites, using a private contractor engaged in sludge or residual disposal service. For disposal of the stabilized sludge by land application, the Huffman Finishing Company will comply with the pathogen reduction requirement and vector attraction reduction requirement as follows: Class B Pathogen Reduction: Compliance with the Class B pathogen reduction will be • achieved by using one of the following alternatives: Alternative 1: Monitoring of Fecal Coliform(EPA 503.32 (b) (2)). Alternative 2: Use of PSRP Aerobic Digestion and Lime Stabilization (EPA 503.32 (b) (3)) Vector Attraction Reduction: Compliance with the vector attraction reduction will be achieved by using one of the following options: Option 1: Reduction of volatile solids content(EPA 503.33 (b) (1)) Option 4: Specific Oxygen Uptake Rate for aerobically digested sludge (EPA 503.33 (b) (4)) Option 6: Addition of alkali (EPA 503.33 (b) (6)) Option 9: Injection below ground (EPA 503.33 (b) (9)) Option 10: Incorporation of sludge into the soil (EPA 503.33 (b) (10)) WATER SUPPLY 0.25 MGD -_-F- 0.0125 MGD 0.1425 MGD 0.095 MGD V V ' SANITARY SOCKS SOCKS FACILITIES BLEACHING DYEING OPERATIONS OPERATIONS 0.0125 MGD V 0.1425 MGD, 0.095 MGD' 0.25 MGD V WASTEWATER TREATMENT PLANT EFFLUENT OUTFALL 001 0.25 MGD THE WOOTEN WATER AND WASTEWATER FLOWS SCHEMATIC COMPANY HUFFMAN FINISHING COMPANY ENGINEERING PLANNING GRANITE FALLS, NC ARCHITECTURE 1 DECHLORINATION 1 - FACILITIES , ' I I SCREEN INFLUENT EQUALIZATION 0.25 MGD AERATION TANK >GD 0.25 MGD CHLORINE CASCADE EFFLUENT TANK (OXIDATIONDITCH) CLARIFIER ----00--- CONTACT —110.— POST 0.25 MGD \ I // TANK AERATION 0.25 MGD I 1 t 1 I SLUDGE RECIRCULATION SLUDGE RECIRCULATION/ L_ — — — WASTE PUMP STATION 0.25 MGD CASCADE CD I AERATOR 0.25 MGD t WASTE SLUDGE 0.005 MGD 1 EFFLUENT 0.25 MGD AEROBIC -__^--_—_--�' �_ SLUDGE = LAKE _aql DI GESTI ON FACILITIES HICKORY= STABILIZED �`�--�- SLUDGE TO LAND ALTERNATE APPLICATION SLUDGE SITESWir HANDLING AEROBIC 0.0009 MGD SLUDGE DIGESTION DECANT I I .10 FACILITIES THE ril0.0041 MGD WOOTEN COMPANY ENGINEERING HUFFMAN FINISHING COMPANY WWTP PROCESS SCHEMATIC PLANNING ARCHITECTURE