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HomeMy WebLinkAboutNC0001384_Issuance of Permit_20010727 OF W ATF9 Michael F. Easley Governor O� G• ©t ENRWilliam G. Ross,Jr., Secretary North Carolina Department of Environment and Natural Resources "< Kerr T. Stevens, Director Division of Water Quality July 27,2001 Mr. Terry Fripp Burlington Industries, Inc. PO Box 21207 Greensboro,North Carolina 27420 Subject: Issuance of NPDES Permit NC0001384 Williamsburg Plant Caswell County Dear Mr. Fripp: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly,we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended). Please note that the receiving streams (Buttermilk Creek and Grays Branch) to which your facility discharges are classified "nutrient sensitive." Although the current permit requires monitoring of nutrients only, the Division of Water Quality (Division) reserves the right to reopen your permit at any time to impose nutrient limits on the effluent. You should also be aware of the potential discharge requirements for your facility as a result of House Bill 515. In 1997 the Clean Water Responsibility Act (House Bill 515) was enacted, with the intent to strengthen the control of nutrients from all discharges to NSW waters. Facilities permitted to discharge greater than 500,000 gallons per day, and any new or expanding facilities, will be subject to nutrient limitations for total nitrogen and total phosphorus according to House Bill 515 requirements. Since modifications to treatment systems are expensive and time consuming, it is highly recommended that you begin planning for this possibility now if a future expansion is anticipated. Your facility has also recently received two Notices of Violations (NOVs) for failure to meet the permit requirements. Although you have not been required to implement any plant upgrades as per the December 1997 EAA performed for you facility, continued failure to comply with the NPDES permit requirements may result in forced implementation of the such upgrades. If any parts,measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center,Raleigh,North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Natalie Sierra at telephone number (919) 733-5083, extension 551. Sincerely, Original Signed By David A. Goodrich Kerr T. Stevens cc: Winston-Salem Regional Office/Water Quality Section NPDES Unit Central Files N.C.Division of Water Quality/NPDES Unit Phone:(919)733-5083 1617 Mail Service Center,Raleigh,NC 27699-1617 fax:(919)733-0719 Internet:h2o.enr.state.nc.us DENR Customer Service Center:1 800 623-7748 • I Permit NC0001S84 f SUPPLEMENT TO PERMIT COVER SHEET Burlington Industries, Inc. is hereby authorized to: 1. Continue to discharge wastewater from outfalls 001, 002, and 003. The discharge of treated domestic wastewater occurs from outfall 001 and requires operation of an existing 0.025 MGD package treatment facility consisting of a bar screen, aeration basin, integral sludge digester, clarifier, tablet chlorination, contact chamber, step aeration and sludge thickener/digester. Wastewater discharged from 002 consists of air washer blowdown, compressor condensate, compressor cooling tower blowdown and water softener backwash. The discharge from 003 consists of cooling tower blowdown. All outfalls discharge from facilities located at Burlington Industries, Inc., Williamsburg Plant, intersection of NC Hwy 87 and NCSR 1100, Matkins, Caswell County, and 2. Discharge from said treatment works at the location specified on the attached map into unnamed tributaries to Buttermilk Creek and Grays Branch, which are both classified WSII-NSW waters in the Cape Fear River Basin. ‘k, \v • --\, 1 4 ;�1�. k. \., S �`� r\1 1..c„...., (r \ '/ ,./'\ ...,'• � '} t.,./it--. -' 1 5f j.�/t, / [� j r' _ • - I's \ \ `-.. • I i...-----) 1 --- ' s •4 • •'`;\ i'",./ ""•-• •f, •-•."( . •-V\ i• .."i,....- -1 ,i \ ' : ( f ��f` ; \ o •�..� ,'a J\ r Inc"-A.•,{\ �\ls,-'✓ I( ' /i i ,1 r •` / .' !, ; ) - -••'.1 `�� /1-7-\---'''''..."\ 't (._..) ) ,..,‘....,.\,_...'_:—.;',1'-;•1---,Is'-'•-•-•;•.,;-•-•, ':', \--,,,,--.' i tt / _ -) Ti —..• r r�\ ( v i(\.,;-.:���• ?. 1 1' /tnr" .% _ 8 �, t\; - / "// .` � `, %• ' /+ ( y 782 \ ` J r• ---_=� •.• /• / , _. \ % II si \ J • -.J �! 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NC00001384 - Burlington Industries Inc. Facility tX .�. Latitude(001): 36015'18" Sub-Basin: 03-06-02 Location Longitude(001): 79°30'58" Quad#: B20SE/Williamsburg ,.:,,,ii... .-0 g Latitude(002): 36°15'19" Stream Class: WSII-NSW -�- � �; Longitude(002): 79°30'58" Receiving Streams: unnamed tributaries Latitude(003): 36°15'27" to Buttermilk Creek Burlington Industries,Inc. / NC0001384 Lon¢inrde(003): 79°3F00" and Grays Branch no r 1 it Williamsburg Plant Permit NC0001,S84 • A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 001 -DOMESTIC WASTEWATER. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITS MONITORING REQUIREMENTS CHARACTERISTICS Monthly Average Daily Maximum Measurement Sample Type Sample Frequency Location1 Flow 0.025 MGD Weekly Instantaneous Influent or Effluent BODS—20°C 30.0 mg/L 45.0 mg/L Weekly Grab Effluent Total Suspended Residue 30.0 mg/L 45.0 mg/L Weekly Grab Effluent NH3-N(April 1 —October 31) 2.0 mg/L Weekly Grab Effluent _ NH3-N(November 1 —March 31) 4.0 mg/L Weekly Grab Effluent Temperature(°C) Weekly Grab Upstream, Downstream Temperature(°C) Daily Grab Effluent Dissolved Oxygen2 Weekly Grab Effluent, Upstream, Downstream Fecal Coliform(geometric mean) 200/100mL 400/100mL Weekly Grab Effluent Total Residual Chlorine 2/Week Grab Effluent Total Nitrogen(NO2+NO3+TKN) Quarterly Grab Effluent Total Phosphorus Quarterly Grab Effluent The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. 1 Sample Locations: Upstream- Upstream 50 feet from outfall, Downstream- Downstream 50 feet from outfall. 2 The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L. • Permit NC0001384 a A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 002 — AIR WASHER SLOWDOWN, COMPRESSOR CONDENSATE, COMPRESSOR COOLING TOWER SLOWDOWN AND WATER SOFTENER BACKWASH. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITS MONITORING REQUIREMENTS CHARACTERISTICS Monthly Average Daily Maximum Measurement Sample Type Sample • Frequency Location1 Flow Monthly Instantaneous Effluent Temperature,001 Monthly Grab Effluent, Upstream, Downstream Total Residual Chlorine2 Monthly Grab Effluent THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE COOLING WATER EXCEPT AS PRE-APPROVED ADDITIVES TO BIOCIDAL COMPOUNDS The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored monthly by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. 1 The temperature of the effluent shall be such as not to cause an increase in the temperature of the receiving stream of more than 2.80C and in no case cause the ambient water temperature to exceed 32°C. 2 Monitoring requirements only apply if chlorine is added to the treatment system. The permittee shall obtain authorization from the Division of Water Quality prior to utilizing any biocide in the cooling water. • Permit NC0001384 4 A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 003 -COOLING TOWER SLOWDOWN. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT LIMITS MONITORING REQUIREMENTS CHARACTERISTICS Monthly • Daily Measurement Sample Type Sample Location Average Maximum Frequency Flow Monthly Instantaneous Effluent Temperature,oCI Monthly Grab Effluent, Upstream Downstream Total Residual Chlorine2 Monthly Grab Effluent THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE COOLING WATER EXCEPT AS PRE-APPROVED ADDITIVES TO BIOCIDAL COMPOUNDS The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored monthly by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. 1 The temperature of the effluent shall be such as not to cause an increase in the temperature of the receiving stream of more than 2.80C and in no case cause the ambient water temperature to exceed 320C. 2 Monitoring requirements only apply if chlorine is added to the treatment system. The permittee shall obtain authorization from the Division of Water Quality prior to utilizing any biocide in the cooling water. a. O W M ▪ 0 0 0 0 0 0 0 0 0 0 3 0000000000 N N N N N N N N NW O r'- r- r- tititir- tir- n i.. CO C FZ CD 4+ CU O O p oM z o 0 0 0 0 - o 0 Ccr) O o o C7 M _ r 3 .2WWWWW .2WW a • > a)> L CD — CC L L L ) 2 (3 (3030321,-9 `I > `! M M v1 L 0 _ 2212 = = = .:11 .02- 1-g-oz 0 0 0 in cn 0 E W W W C..) 1_ W a N v) 0 = OS asto- ya v) a > +r N E 0 t O — m rn .E CU" c° W a a) o E 0 Ori o. = � 5 E = N a m Z a ) aci > o y U c E o ' ' = V 0 0 N N o f 5 ▪ Yv) owQ13 = Ti o a) ' Lm c _J cpc — c Vv 8. o C LL LL W a Fp 0 0O 0 -C a) aN 0 c t cot jZ CO J L m D O L va 0 O E W W O 0 02 V w 00 .-N W 0 tM M o O A- 0 1- Tr O Z 0 0 0 0 0 0 0 0 0 0 00 zzzzzzzzzz z CD a 4 • State of North Carolina • Department of EnvironmentAlliCeill?VIA and Natural Resources f Division of Water Quality — — AillimiilL Michael F. Easley, Governor C D E ■� William G. Ross, Jr., Secretary Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES June 6, 2001 MEMORANDUM To: Lee Spencer NC DENR / DEH / Regional Engineer Winston-Salem Regional Office From: Natalie Sierra NPDES Unit Subject: Review of Draft NPDES Permit NC0001384 Burlington Industries, Inc. –Williamsburg Plant Caswell County Please indicate below your agency's position or viewpoint on the draft permit and return this form by July 6, 2001. If you have any questions on the draft permit, please contact me at the telephone number or e-mail address listed at the bottom of this page. IVvNvn/k/AN V/VWWNVM,AAIAAWV wNV•wAA/Nw/wn rev.NVNVNVNY/VNWWrWnN/wrWsNIW Y/VVNWW/SN WWNY RESPONSE: (Check one) Fq..- oncur with the issuance of this permit provided the facility is operated and maintained properly, the stated effluent limits are met prior to discharge, and the discharge does not contravene the designated ''.-C water quality standards. nConcurs with issuance of the above permit, provided the following conditions are met: u Opposes the issuance of the above permit, based on reasons stated below, or attached: Signed 6" k �• Date:—/-41-6' ate: 2� 1617 Mail Service Center,Raleigh,North Carolina 27699-1617 919 733-5083,extension 551 (fax)919 733-0719 VISIT US ON THE INTERNET(4)http:Nh2o.enr.state.nc.us/NPDES Natalie.Sierra@ ncmail.net DENR/DWQ / . FACT SHEET FOR NPDES PERMITDEVELOPMENT NPDES No. NC0 Facilit Information Williamsburg Plant Applicant/Facility Name: NC0001384—Burlington Industries— NC 27420 A..licant Address: Mr. Tern Fri 9,;P.O.Box 21207, Greens oro, NC Hw 87;Matkins,NC Permitted Flow t Address: 001 —0.025 MGD;002 is not limited Perm001: Sanitary Wastewater; ressor Type of Waste: 002: Air washer blowdown,compressor condensate,comp cooling tower blowd wn,water to softener backwash. 003: Coolin: tower Facilit /Permit Status: Active;Renewal Count : Miscellaneous Winston-Salem UT to Buttermilk Regional Office: Receiving Stream: Creek and Grays Branch State Grid/USGS Quad: B20SE/W illiamsbur: noll Stream Classification: No Permit Writer: 303(d) Subbasin:Listed? Date: 4/9/01 03-06-02 ubba 0 0.07 ���., Drainage Area(mia ): �` ,s �ah Summer 7Q10(cfs) 0 Winter 7Q10(cfs): 0 30Q2(cfs) 0.075 Avera:e Flow (cfs): 001: Lat. 36° 15' 1W'N Long. 79°30'58"W 100% 79°30'58"W IWC(%): 002: Lat. 36° 15' 19"N Long. 79°31'00"W 003: Lat. 36 15' 27"N ton Industries weaves yarn into cloth, BACKGROUND o f the outfalls. Non contact The Williamsburg Plant for Burling is discharged through 002 and 003. cool though no process wastewater is dischargerom any it in a arts of the plantafterog treating02 Outfallng water from various p an Engineering a 001 discharges In 1997domest, the facility was required to perform.t PVC) ofn reducing system. 1997, value cos package plant alin order to assess the presentAfter Alternatives o Analysis (EAA) agreed the on the receiving streams, both of which areO)rOlt waseam dithscussions impactRegional Office (W plant, would that be mostscuseasib with the alternative, n Agra tthe existing treatment limits specified onlyby the famed flthefa facility aneupgrade an to have difficult meeting implemented NPDES permit. FILE REVIEW application describes the treatment works foollows sting of a bar The renewal h a package system (includesb 001: Domestic waste treated through aeration basin, sludge digestion, clarifier, tablet chlorination system screen, compressors treated chlorine contact chamber), and step aeration. 002 and 003: Non-contact cooling water from boilers and to with sodium tYiiosulfate as needed. ed tot an UT nto amedGrays Branch. Effluent from 001 and 002 discharges to an unnamed tributary Buttermilk Creek. Water form 003 is dischargi at ed 'P1)1':5 N('0001 384 Rcncvv,, Palle I NPDES DIVISION CONTACT If you have questions regarding any of the above information or on the attached permit, please contact Natalie Sierra at (919) 733-5083 ext. 551. NAME: DATE: REGIONAL OFFICE COMMENTS NAME: DATE: SUPERVISOR: DATE: t11.1111.111111 acl tiii .' tipnES \coot)! .81 k;n�vval Re:NC0001384 r • � Subject: Re: NC0001384 Date: Mon,09 Apr 2001 15:06:35 -0400 From: Mike Mickey<mike.mickey@ncmail.net> Organization: NC DENR Water Quality To: Natalie Sierra<Natalie.Sierra@ncmail.net> Hi Natalie, Thanks for the info. I have one correction ,one comment and two requests. 1) Correction: On the front page of the fact sheet (under file review) it should read step "aeration" and not step chlorination. 2) Comment: On page #2 of the fact sheet (under Instream Data Review for 001) you mention that "the discharge caused a violation of the instream DO standard." Based on my observations at the site, I would find it hard to agree with that. The #001 discharge is into a dry ditch and not a stream. The upstream flow comes from outfall #002 so the ditch is not really surface waters. In many cases the ORC has to sample pooled stagnant water at the downstream site for #001. The low DO's are more likely due to stagnant warm water than to oxygen depletion from the organic load, especially since the effluent BOD values are consistently <2.0. Now, to my soap box (just ask Dave G., he has heard it before) . I was surprised to see that conductivity measurements (E,U,D) were required. I did not think we were requiring conductivity monitoring for 100% domestic flows. Especially, since this is only 0.025 MGD. Can this be deleted from t e permit? Current laboratory rules now require that conductivity samples be performed in a laboratory and not with field instruments on site. This is approximately 12 samples per month that B.I. must pay for that are basically inconclusive. The same goes for fecal coliform U & D monitoring. Fecal coliform compliance is not an issue for this facility. The flow in the ditch is 100% effluent from v./ outfall #001 and #002. The stream data for the year 2000 does not indicate any fecal coliform problems. Can this U & D fecal monitoring also be deleted? Thanks for your consideration. I this does not seem combative. It is just my opinion that the upstream and downstream data in this instance (and many others) is pretty much inconclusive and seldom useful. If the shoe was on the other foot and I was the permittee, I know I would not want to pay for this data. Thanks again, Mike. • Name: mike.mickey.vcf Dmike.mickey.vcf Type: VCard(text/x-vcard) Encoding: 7bit Description: Card for Mike Mickey 1 of 1 4/10/01 3:38 PM c i r FOO GW Cle.K — (IJS S 1 NS(A) 212- 06 Z ,,r ;b -1).o A .OVAL -SPeAA( A-- ", - COST ANALYSIS -poz,rt 11 L11.4 7:0;) 1 S)2 I A- t4-5 - ti Z A L C 2ZVAti (5 21 v�6ene buar .s-7s-1 5gs ►�Isc'4 • ID i-�o,..� c )) thy) (05 7 C ueJ2.1 i (pc1'('A gb) 7. 11 p,A- t-tel i`-t 31, z 00 :r\o/vict APP, 60 o W(,J 15` - E i —Riezucl 0 A ImcKK �: `SMT: S1'S)- i (3AK S 02 G-r►1 Aefiglam ) ci te(FL T$&€ G*Lk� CvrrT4 ? C (m < 60 2'-r C o 5-, cii c A c,.o J `- t Q I IA* COrd7kit CcOkl Vrter U% cu�� Permit NC0076082 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee s specified below: EFFLUENT LIMITS MONITORING REQUIREM'TS CHARACTERISTICS Monthly Weekly Daily Measurement Sample Type Sample Location Average Average Maximum Frequency Flow 0.010 Weekly Instants ous Influent or Effluent MGD BOD,5-day(20°C) 30.0 mg/L 45.0 mg/L Weekly Grab Effluent Total Suspended Residue °0.0 mg/L 45.0 mg/L Weekly Grab Effluent NH3 as N(April 1-October 31) 8:l\mg/L Weekly Grab Effluent NH3 as N(November 1 —March 31) 2/Mont' Grab Effluent Fecal Coliform(geometric mean) 200/1 400/100 W-• ly Grab Effluent mL mL Total Residual Chlorine 28 pg/L 2/Week Grab Effluent (October 1 —April 31) Total Residual Chlorine 28 ; 3/Week Grab Pre- (May 1 —September 30)1 dechlorination1 pH2 Weekly Grab Effluent Temperature(°C) Weekly I Grab Effluent There shall be no discharge of floatin: olids •' visible foam in other than trace amounts. Footnotes: 1 During recreational season (May - September 30), o - total residual chlorine sample must be taken on either Friday afternoo •r Saturday morning. is sample should be taken above the point of dechlorination. 2 The pH shall not be less t•an 6.0 standard units nor grea er than 9.0 standard units. A. (2.) SPECIAL ' i NDITION REQUIRING NOISE "EDUCTION The Permittee shall ake measures to reduce noise generated a the facility within 30 days of permit issuance. 13y • 1 11 i (0-7 P. z CX1S -)r1Ci STP w) UP61207-C 3E 1 ?F MOST PEASlJL Fvu45 —p 1?=4 Nlavr.;c Dino-TD - tsccc- TO NON- PLV ) 51-2 W ILL DJti> 3 4-IL -rIcjN -t 1,Ci+ e_ MC£T PQ-o'0.1 ci) -114 1 NCL a. ->c � LA t--t i-r-c t-11C C �c Nc S C j7 = Sr1 2"I1L. = Nt-1 - N =mac Cke i 1 .19(a 5)21 C, E o L, sm1u ae�,�- , o OK_ 1iz. co e3J Cl l u .ito IQa� yo-k2-etd (4111443"3 (EQ.."L c. GA Y `�a aPas Oho NOV -Co,- Co Eo1.v 12_I1L igo t/241 -1 frit owr Vmo�vc+i�llY jy_r\/ho ✓ t(-; �� �'a � �►n ,l�tin ( • State of North Carolina Department of Environment and Natural Resources • Division of Water Quality f Michael F. Easley, Governor C D E R William G. Ross, Jr., Secretary Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOJORCES April 10, 2001 Mr. W.D. Reynolds,Jr. National Spinning Comp. P.O. Box 191 Washington, North Carolina 27889 Subject: Draft NPDE: Permit Permit NC'.06785 Whiteville lant Columb County Dear Mr. Reynolds: Division personnel have reviewed and . .proved your application for re -wal of the subject permit. Accordingly, we are forwarding the attached NP I S discharge permit. This pe• it is issued pursuant to the requirements of North Carolina General Statute 3-215.1 and the Memora,dum of Agreement between North Carolina and the U.S. Environmental Prote • on Agency dated M. 9, 1994 (or as subsequently amended). If any parts, measurement frequencies or sampli requireme is contained in this permit are unacceptable to you, you have the right to an adjudicatory h-=ring up. written request within thirty (30) days following receipt of this letter. This request must be in the for of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed , 'th he Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). less such demand is made, this decision shall be final and binding. Please note that this permit is not transferable except aft,r notice .. the Division. The Division may require modification or revocation and reissuance of the pe mit. This .ermit does not affect the legal requirements to obtain other permits which may be require. by the Divisi. of Water Quality or permits required by the Division of Land Resources, the Coastal Ar-. Management Ac or any other Federal or Local governmental permit that may be required. If you have any questions concerning this per , please contact Natalie Sie a at telephone number (919) 733-5083, extension 551. Sincerely, Kerr T. Stevens cc: Central Files Wilmington Regional Office/Water Quality Section NPDES Unit Point Source Compliance Enforcement Unit Columbus County Health Department 1617 Mail Service Center,Raleigh,North Carolina 27699-1617 Telephone(919)733-5083 FAX(919)733-0719 An Equal Opportunity Affirmative Action Employer VISIT US ON THE INTERNET Iu http:/Ih2o.enr.state.nc.us/NPDES • 19°1 ('9425-1 112-cc/Id k-Q-Qc-,(4)-A-0 vt`c..) I, 2a).0 81a5 NOV -t t( ,6510 gs P143 Tea-k, T tie c c 1017-1 NOV 4 $ l { E (04..& fur viol atm Nk - rV 1 , 2 wU,o-Fc, W‘o,I.0 -c r r3 a I�ftcH eivt tb «1 ( a o • State of North Carolina Department of Environment and Natural Resources Division of Water Quality 1r Michael F. Easley, Governor NCDENR William G. Ross, Jr., Secretary Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF ENVIRONMENT D NATURAL RESOURCES November 20, 2000 Mr. Eddie Briscoe Coats American, Sylvan ' ant P.O. Box 458 Rosman, North Carolina :772 Subject: Issuance of NPDES Permit NC0000108 Coats American,Inc. Transylvania County Dear Mr. Briscoe: Division personnel have review:d and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attac' -d NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General atute 143-215. ,and the Memorandum of Agreement between North Carolina and the U.S. Environment.. Protection Agency dated May 9, 1994 (or as subsequently amended). I would like to take this opportunity to ag.'n remind you that failure to rehabilitate the chlorine contact chamber at your facility will result in a total e •.ual chlorine limit in your next permit. If any parts, measurement frequencie or samp • g requirements contained in this permit are unacceptable to you, you have the right to . adjudicatory 'earing upon written request within thirty (30) days following receipt of this letter. This r-.uest must be ince form of a written petition, conforming to Chapter 150B of the North Carolina Gen- al Statutes, and file with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, No Carolina 27699-6714). \'T,Jnless such demand is made, this decision shall be final and binding. Please note that this permit 's not transferable except after notice to the Division. The Division may require modification or revocati.n and reissuance of the permit. This permit does not affect the legal requirements to obtain other p,rmits which may be required by the Division of Water Quality or permits required by the Division of L d Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that <y be required. If you have any questions concerning this permit, please contact Natalie Sierra at telephone number (919) 733-5083, extension 551. Sincerely, Kerr T. Stevens cc: Central Files Asheville Regional Office/Water Quality Section NPDES Unit Point Source Compliance Enforcement Unit Aquatic Toxicology Unit 1617 Mail Service Center,Raleigh,North Carolina 27699-1617 Telephone(919)733-5083 FAX(919)733-0719 An Equal Opportunity Affirmative Action Employer VISIT US ON THE INTERNET @ http:I/h2o.enr.state.nc.us/NPDES NC0001384 Burlington Industries-Williamsburg Plant Date Flow Temperature TRC BOD NH3-N TSR DO TN (MGD) (oC) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) Jan-98 0.0035 12.6 1.5 1.8 1 3.3 6.3 3 Feb-98 0.0047 13.2 1.5 1.5 2 4.3 7.2 Mar-98 0.0043 15.3 1.5 1.2 <0.1 4 6 Apr-98 0.0042 17.3 1.4 <12 0.23 3.3 7.8 24.53 May-98 0.0041 22 1.52 1.5 0.1 2.3 7.2 Jun-98 0.0045 25.3 1.44 <2 <0.1 2.3 7.9 Jul-98 0.0045 26.9 1.45 <2 <0.1 2 7.2 31.9 Aug-98 0.0042 26.4 1.49 <2 <0.1 2 6.5 Sep-98 0.0038 25.5 1.45 <2 0.12 2.4 7.2 Oct-98 0.0045 21.2 1.4 <2 0.1 2.8 7.8 39 Nov-98 0.0043 18.1 1.4 <2 0.1 4.5 7.4 Dec-98 0.0037 15.6 1.4 <2 0.23 1.3 7.5 Jan-99 0.0044 11.5 1.4 3.75 0.85 11.8 7.9 42.5 Feb-99 0.0059 15.3 1.5 <2 <0.1 3 8.2 Mar-99 0.0041 14.9 1.4 <2 <0.1 5 7.8 Apr-99 0.0042 20.6 1.3 2 <0.1 3.8 8.1 41.8 May-99 0.0055 24.6 1.4 2 0.3 1.8 7.3 Jun-99 0.0066 26.8 1.3 2 0.38 2 7.5 Jul-99 0.0074 27.6 1.3 <2 <0.1 2 7.4 33.6 Aug-99 0.0069 28.9 1.4 <2 <0.1 3.4 7.2 Sep-99 0.0075 26.4 1.4 2 <0.1 3.5 7.8 Oct-99 0.0062 21.6 1.3 <2 <0.1 2.5 7.6 3.32 Nov-99 0.0077 19.1 1.3 <2 <0.1 1.8 7.5 Dec-99 0.0072 18 1.3 <2 <0.1 1.3 7.4 Jan-00 0.0059 13.8 1.3 <2 0.3 4 7.4 25.9 Feb-00 0.008 15.1 1.4 3 0.8 4 7.3 Mar-00 0.0077 19.1 1.3 2 0.5 3 7.4 Apr-00 0.0095 20.9 1.3 2.3 1 3.5 6.5 23.3 May-00 0.0069 24.8 1.3 <2 10.5 2.6 8.2 Jun-00 0.0074 28.6 1.3 <2 1 3.5 8.8 Jul-00 0.0058 27.5 1.4 <2 5.6 2.7 7.5 15.7 Aug-00 0.007 28 1.3 1 0.2 3.2 6.9 Sep-00 0.0073 28.9 1.3 2 0.9 1.3 6.6 Oct-00 0.0071 22.9 1.3 0.4 0.6 3.4 6.4 19.7 Nov-00 0.0075 18.1 1.2 3.3 0.2 1.3 6.8 Dec-00 0.0063 13.9 1.3 0 0.03 0.33 6.8 Jan-01 0.0063 11.7 1.3 0 0.84 2 6.6 13.8 Feb-01 0.0066 17.1 1.3 0 0.05 3 6.4 Average 0.0059 20.66 1.37 1.67 1.12 3.01 7.30 24.47 Maximum 0.0095 28.9 1.52 3.75 10.5 11.8 8.8 42.5 Minimum 0.0035 11.5 1.2 0 0.03 0.33 6.0 3.0 ` r .1a r1 4.85 .• . 5.19 7. a 6.03 7.56 7.41 5.8 24.4 • 4.86 • 5.8 4.35 3.42 •0 2.43 0 y �. • 002 003 Date Flow Temp TRC Date Flow Temp TRC (MGD) (oC) (mg/L) (MGD) (oC) (mg/L) Jan-98 0.018 20 0 Jan-98 0.0018 11.7 0 Feb-98 0.018 16.1 0 Feb-98 0 Mar-98 0.0284 14.4 0 Mar-98 0 Apr-98 0.0284 18.3 0 Apr-98 0.005 8.3 0 May-98 0.0284 19.4 0 May-98 0.005 13.3 0 Jun-98 0.0103 28.3 0 Jun-98 0.0018 25 0 Jul-98 0.0074 29.4 0 Jul-98 0.0003 26.7 0 Aug-98 0.0284 26.7 0 Aug-98 0.005 23.3 0 Sep-98 0.0284 28.3 0 Sep-98 0.0103 25.6 0 Oct-98 0.0284 25 0 Oct-98 0.005 20 0 Nov-98 0.018 19.4 0 Nov-98 0.005 14.4 0 Dec-98 0.0284 18.9 0 Dec-98 0.005 11.1 0 Jan-99 0.0284 5.6 0 Jan-99 0.005 0.6 0 Feb-99 0.0284 15.6 0 Feb-99 0.005 10 0 Mar-99 0.018 17.8 0 Mar-99 0.005 11.7 0 Apr-99 0.0284 19.4 0 Apr-99 0.0018 13.3 0 May-99 0.0284 20.6 0 May-99 0.005 14.4 0 Jun-99 0.005 31.1 0 Jun-99 0.0074 20.6 0 Jul-99 0.0284 30.6 0 Jul-99 0.0103 23.3 0 Aug-99 0.0103 31.7 0 Aug-99 0.005 24.4 0 Sep-99 0.018 26.1 0 Sep-99 0.005 21.7 0 Oct-99 0.0103 25 0 Oct-99 0.005 21.1 0 Nov-99 0.018 23.3 0 Nov-99 0.005 17.8 0 Dec-99 0.0284 19.4 0 Dec-99 0.0018 24.4 0 Jan-00 0.0284 18.3 0 Jan-00 0.0018 13.3 0 Feb-00 0.0284 7.8 0 Feb-00 0.005 8.3 0 Mar-00 0.0284 16.7 0 Mar-00 0.0081 9.4 0 Apr-00 0.0284 19.4 0 Apr-00 0.005 15 0 May-00 0.0284 22.8 0 May-00 0.0018 20.6 0 Jun-00 0.0284 27.8 0 Jun-00 0.005 22.2 0 Jul-00 0.0284 28.3 0 Jul-00 0.005 25.6 0 Aug-00 0.0073 30 0 Aug-00 0.005 24.4 0 Sep-00 0.018 26.1 0 Sep-00 0.005 23.9 0 Oct-00 0.0284 18.3 0 Oct-00 0.0103 9.4 0 Nov-00 0.0284 18.9 0 Nov-00 0.005 13.9 0 Dec-00 0.0284 15 0 Dec-00 0.005 3.3 0 Jan-01 0.0284 12.8 0 Jan-01 0.0018 1.1 0 Feb-01 0.0284 15.6 0 Feb-01 0.005 3.9 0 Average 0.023 21.268 0 Average 0.0046 16.0278 0 Maximum 0.0284 31.7 0 Maximum 0.0103 26.7 0 Minimum 0.005 5.6 0 Minimum 0 0.6 0 Upstream/Downstream Monitoring Upper Tributary Buttermilk Creek NC0001384 Burlington Industries-Williamsburg Plant Upstream Downstream Date Temperature DO Fecal Coliform Conductivity Temperature DO Fecal Coliform Conductivity (C) (mg/L) (#/100) (C) (mg/L) (#/100) Jan-98 14.7 7.1 5.18 357.5 12.4 6.5 8.18 3763 Feb-98 15.3 6.6 12.8 353 12.2 7.1 8.9 360 Mar-98 16.7 5.4 4.8 401.4 13.6 4 8 488 Apr-98 17 6.6 10.5 358 15.3 7.2 19.15 369 May-98 24.4 4.9 3.6 451 21 7.4 4.6 433 Jun-98 27.8 4.8 56 500 24.5 7.6 <10 489 Jul-98 28.6 5.7 200 632 26.1 6.4 21 496 Aug-98 27.9 5.9 200 440 25.7 6.3 22 578 Sep-98 27.3 6.6 95 468 25.6 6.9 20 553 Oct-98 22.2 7.7 225 11508 20 8.3 19 2471 Nov-98 17.9 8.3 230 8207 16.6 8.9 40 4462 Dec-98 17.7 7.9 340 2739 15.7 8.6 39 1223 Jan-99 13.9 8.6 369 354 11 9.3 31 368 Feb-99 16.5 8.2 1383 341 12.8 9.3 46 390 Mar-99 18 8.6 634 338 15.2 9.1 25 394 Apr-99 21.1 7.8 373 370 19.9 7.5 210 413 May-99 26.7 7.3 29 470 23.6 8.1 25 574 Jun-99 28.7 7.3 33 454 26.4 8.1 20 486 Jul-99 28.9 7.1 24 452 27.2 8.5 <10 575 Aug-99 29.8 7 36 455 27.4 7.9 7 576 Sep-99 26.7 7.4 60 407 24.9 7.7 11 484 Oct-99 23.1 6.2 248 478 19.5 7.6 41 525 Nov-99 21.1 8.1 154 395 17.9 7.9 19 525 Dec-99 22.6 8.1 34 346 16.7 8.8 18 391 Jan-00 15.8 7.4 2184 396 11.3 8.5 14 388 Feb-00 15.3 8.8 19 318 11.7 9.3 11 367 Mar-00 18.2 9.3 4 330 15 9 6 419 Apr-00 18.8 8.6 <1 218 18.7 8.7 15 243 May-00 24.3 8.1 3 352 22.3 9.3 2 404 Jun-00 32 8.4 7 381 29.9 8.8 3 487 Jul-00 24.7 9.1 354 251 24.8 8.8 188 311 Aug-00 27.2 8.4 59 346 26.1 7.3 214 430 Sep-00 24.7 8 3 331 22.7 7.7 12 380 Oct-00 22.5 8.3 1 484 19.1 8.6 1 551 Nov-00 17.9 9 8 323 14.6 9 7 351 Dec-00 17.6 8.4 7 435 14.1 8.8 11 572 Jan-01 15.2 9.2 14 384 11 9.3 3 414 Feb-01 17 9.1 2 395 13.5 9.6 1 442 Average 21.73 7.61 200.67 953.13 19.11 8.10 31.97 714.34 Maximum 32 9.3 2184 11508 29.9 9.6 214 4462 Minimum 13.9 4.8 1 218 11 4 1 243 Upstream/Downstream Monitoring Upstream/Downstream Monitoring Outfall 002 Outfall 003 Upper Tributary Buttermilk Creek Upper Tributary Stoney Creek Upstream Downstream 'Upstream Downstream Date Temperature Temperature Temperature Temperature (C) (C) (C) (C) Jan-98 NO FLOW 17.2 7.4 10.6 Feb-98 NO FLOW 13.3 5.6 NO DISCHARGE Mar-98 NO FLOW 12.2 8 NO DISCHARGE Apr-98 NO FLOW 15.6 9.9 9.4 May-98 NO FLOW 13.9 14.7 13.9 Jun-98 NO FLOW 21.1 17.9 20.6 Jul-98 NO FLOW 26.1 19.7 20 Aug-98 NO FLOW 23.3 18.3 20 Sep-98 NO FLOW 25 20.6 22.2 Oct-98 NO FLOW 23.3 15.6 21.1 Nov-98 NO FLOW 15 11.9 12.2 Dec-98 NO FLOW 16.7 10.3 9.4 Jan-99 NO FLOW 7.2 10.3 9.4 Feb-99 NO FLOW 13.3 5.3 1.7 Mar-99 NO FLOW 13.9 7.4 6.1 Apr-99 NO FLOW 20 13.9 14.4 May-99 NO FLOW 20.6 17.9 15.6 Jun-99 NO FLOW 26.1 21.5 20 Jul-99 NO FLOW 28.9 23.3 24.4 Aug-99 NO FLOW 28.9 22.5 23.3 Sep-99 NO FLOW 25 21.3 22.8 Oct-99 NO FLOW 21.7 17 18.9 Nov-99 NO FLOW 22.2 15.2 17.8 Dec-99 NO FLOW 11.1 12.8 15.6 Jan-00 NO FLOW 18.3 9.4 12.2 Feb-00 NO FLOW 7.2 4 1.1 Mar-00 NO FLOW 16.7 8.8 10.6 Apr-00 NO FLOW 19.4 16.5 14.4 May-00 NO FLOW 24.4 19.9 16.1 Jun-00 NO FLOW 28.9 22.3 23.3 Jul-00 NO FLOW 27.8 22.8 26.1 Aug-00 NO FLOW 26.7 21.5 25.6 Sep-00 NO FLOW 26.1 20.4 22.8 Oct-00 NO FLOW 16.7 14.1 9.4 Nov-00 NO FLOW 20 10.3 13.3 Dec-00 NO FLOW 10 6.7 1.1 Jan-01 NO FLOW 5.6 3.1 0.6 Feb-01 NO FLOW 12.2 6 2.8 In-stream DO Assessment for NPDES Permit No.NC00iV e- bi3' - In-Stream DO Assessment Instructions- Shaded areas require user inputs. If salinity and/or elevation are unknown and cannot be Number of upstream DO violations 5 determined then leave blank,this will not affect the final outcome. After entering data Number of Downstream DO violations 1 drag the DO saturation cells.percent saturation cells,and impact assessment cells Number of Downstream DO violations down to the appropriate line. where upstream was above standard 0 Note:that if salinity or elevation values are not enter then the DO saturation values only represent the temperature corrected values only. Upstream Sampling Point Elevation I Stream DO Standard I 6 'Note since this is swamp water the DO standard is not applicable,however the facility Downstream Sampling Point Elevation 6.0 mg/L if trout water,otherswise 5 Omg/L has an effluent DO limit of 6.0 mg/L. Impact Upstream Upstream Downstream Assessment above Field Field Field Field I U/D standard Measured Measured Percent Measured Measured Percent Percent Upstream Downstream downstream Temperature Temperature DO Salinity DO Saturation DO Saturation DO Saturation Saturation Temperature Temperature DO Salinity DO Saturation DO Saturation DO Saturation Saturation Saturation Standard Standard below °C K mg/L g/L mg/L mg/L mg/L % °C K mg/L g/L mg/L mg/L mg/L % [dimensionless] Violatation Violatation Standard 14.7 287.85 7.1 10.15 10.15 10.15 69.95 124 285.55 6.5 10.68 10.68 10.68 60.88 1.15 0 0 0 15 3 288.45 6.6 10.02 10.02 10.02 65.88 12.2 285.35 7.1 10.73 10.73 10.72 66.20 1.00 0 0 0 16.7 289.85 5.4 9.73 9.73 9.73 55.52 13.6 286.75 4 10.40 10.40 10.39 38.49 1.441 1 0 17 290.15 6 6 9.66 9.66 9.66 68.29 15,3 288.45 7.2 10.02 10.02 10.02 71.89 0.95 0 0 0 24 4 297.55 4.9 8.36 8.36 8.36 58.64 21 294.15 7.4 8.92 8.92 8.91 83.04 0.71 1 0 0 27 8 300.95 4.8 7.86 7.86 7.86 61.10 24.5 297.65 7.6 8.34 8.34 8.34 91.16 0.671 0 0 28.6 301.75 5.7 7.75 7.75 7.75 73.59 26,1 29925 6.4 8.10 8.10 8.10 79.05 0.93 1 0 0 27.9 301.05 5.9 _ 7.84 7.84 7.84 75.24 25.7 298.85 6.3 8.16 8.16 8.16 77.25 0.97 1 0 0 27.3 300.45 ' 6.6 7.93 7.93 7.93 83.27 25,6 298.75 6.9 8.17 8.17 8.17 84.45 0.99 0 0 0 22 2 295.35 7.7 8.71 8.71 8.71 88.40 20 293.15 8.3 9.09 9.09 9.09 91.32 0.97 0 0 0 17.9 291.05 8.3 9.49 9.49 9.49 87.49 16.6 289.75 8.9 9.75 9.75 9.74 91.35 0.96 0 0 0 17.7 290.85 7.5 9.53 9.53 9.53 82.93 15.7 288.85 8.6 9.93 9 93 9.93 86.61 0.96 0 0 0 13.9 287.05 8.6 10.33 10.33 10.33 83.26 11 284.15 9.3 11.03 11.03 11.02 84.37 0.99 0 0 0 16.5 289.65 8.2 9.77 9.77 9.77 83.96 12.8 285.95 9.3 10.58 10.58 10.58 87.90 0.96 0 0 0 18 291.15 8 6 9.47 9.47 9.47 90.84 15.2 288.35 9.1 10.04 10.04 10.04 90.67 1.00 0 0 0 21.1 294.25 7 8.90 8.90 8.90 8766 19.9 293.05 7.5 9.11 911 9.11 82.35 1.06 0 0 0 26.7 299.85 7.3 8.01 8.01 8.01 91.12 23.6 296.75 8.1 8.48 8.48 8.48 95.53 0.95 0 0 0 28 7 301.85 7.3 7.73 7.73 7.73 94.42 26,4 299.55 8.1 8.06 8.06 8.05 100.59 0.94 0 0 0 28.9 302.05 7.1 7.70 7.70 7.70 92.15 27.2 300.35 8.5 7.94 7.94 7.94 107 09 0.86 0 0 0 29.8 302.95 7 7.58 7.58 7.58 92.29 27,4 300.55 7.9 7.91 7.91 7.91 99.89 0.92 0 0 0 26.7 299.85 7.4 8.01 8.01 8.01 92.37 24.9 298.05 7.7 8.28 8.28 8.28 93.04 0.99 0 0 0 23.1 296.25 6.2 8.56 8.56 8.56 72.41 19.5 292.65 7.6 9.18 9.18 9.18 82.79 0.87 0 0 0 21.1 294.25 8.1 8.90 8.90 _ 8.90 91.04 _ 17.9 291.05 7.9 9.49 9.49 9.48 83.31 1.09 0 0 0 22.8 295.75 8 1 8.64 8.64 8.64 93.71 _ 16.7 289.85 8 8 9.73 9.73 9.72 90.51 1.04 0 0 0 15.8 288.95 7.4 9.91 9.91 - 9 91 74.65 11.3 284.45 8.5 10.95 10.95 10.95 77.65 0.96 0 0 0 15.3 288.45 . 8.8 10.02 10.02 10.02 87.83 11,7 284.85 9.3 10.85 10.85 10.85 85.74 1.02 0 0 0 18.2 291.35 9.3 9.43 9.43 9.43 98.64 15 288.15 9 10.08 10.08 10.08 89.28 1.10 0 0 0 18.8 291.95 8.6_ 9.31 9.31 9.31 92.34 18.7 291.85 8.7 9.33 9.33 9.33 93.25 0.99 0 0 0 24.3 297.45 8.1 8.37 8.37 8.37 96.76 22.3 295.45 9.3 8.69 8.69 8.69 107.01 0.90 0 0 0 32 305.15 8.4 7.30 7.30 7.30 114.99 29.9 303.05 8.8 7.57 7.57 7.57 116.26 0.99 0 0 0 24.7 297.85 9.1 8.31 8.31 8.31 109.52 24.8. 297.95 8.8 8.29 8.29 8.29 106.14 1.03 0 0 0 27.2 300.35 8 4 7.94 7.94 7.94 105.79 26.1 299.25 7 3 8.10 8.10 8.10 90.17 1.17 0 0 0 24.7 297.85 8 8.31 8.31 8.31 96.28 22.7 295.85 7.7 8.63 8.63 8.62 89.28 1.08 0 0 0 22.5 295.65 8.3 8.66 8 66 8.66 95 84 19.1 292.25 8.6 9.26 9.26 9.25 92.93 1.03 0 0 0 17.9 291.05 9 9.49 9.49 9.49 94.87 14.6 287.75 9 10.17 10.17 10.17 88 51 1.07 0 0 0 17.6 290.75 8 4 9.55 9.55 9.55 88.00 14.1 287.25 8.8 1028 10.28 10.28 85.61 1.03 0 0 0 15.2 288.35 9.2 10.04 10.04 10.04 91.63 11 284.15 9.3 11.03 1103 11.02 84.37 1.09 0 0 0 17 290.15 9.1 9.66 9.66 9.66 94.16 13.5 286.65 9.6 10.42 11 42 10 42 92.16 1.02 0 0 0 MJM 1 4/4/01 "TxV2t....NGT , v Tr-NI a.ST SES. Nw-1174 OaetbrftiCIMMUY 14C41025362a COoo ti3F- Ratio of Percent DO Saturation Upstream to Percent DO Saturation Downstream of Permitted Outfall(s) 5.00 0 4.50 p 4.00 ❑ 3.50 I��i;� � riir��u�l:l Iii (� I 'J;� Uit1 roti ) 3.00 E E m 2 5 2.50 a o c ❑ 2.00 c3 (/) 1 .50 0 O 1 .00 a� 0.50 ca I � 0.00 MJM 4/4/01 04/04/2001 14:44 3367714630 DIV OF WATER QUALITY PAGE 01 NORTH CAROLINA DEPARTMENT OF 4V ENVIRONMENT AND NATURAL RESOURCES Fl FAX TRANSMITTAL Water Quality Section Winston-Salem Regional Office 585 Waughtown Street Winston-Salem, N.C. 27107 Phone: (336)771-4600 Fax: (336)771-4630 TO: Q_-• \tCC FAX NUMBER: C() -\- --\ D1\N. FROM: Mike Mickey (rnike.mickey@ncmail.net) DATE: Number of pages (including cover page): A _ COMMENTS: Q. t % ,n C , 04/04/2001 14:44 3367714630 DIV OF WATER QUALITY PAGE 02 / DEC 15 'S7 11:4SOM B I AN-EX P.1 1--_ . -71 Burlington House Fabrics Group Adivision et tlurtinatonindustries 11 H Amex P.o.sox I i Burlington,tl.C.27216.0641 • December 15, W97 Division of Water Quality North Carolina Department of Environment and Natural Resources 585 Waughtown Street Winston-Salem, NC 27107 ATTN: Mr. Ron Linville Subject: Burlington Industries Wifliamsourg Plant NPDES Permit No. NC0001384 Engineering Alternatives Analyses Dear Mr. Linville; M required by the NPDES permit issued to the subject facility. Burlington Industries submitted a revised Engineering Alternatives Analyses for the Williamsburg wastewater treatment plant. This report was prepared by Wojek Engineering Associates, On Deoember 12, 1997 you had a telephone conversation with Donald Wojek regarding the conclusions of the report. This letter has been prepared fo document Burlington lndustrlos proposed action plan. •. We propose continued discharge of effluent from outfall 001 without institution of an . alternative discharge method or additional wastewater treatment. Cost estimates preserves ;n the alternatives analyses demonstrate that the technically feasible methods of alternative . discharge are not economically teosibie. Data presented in the alternatives analyses and available on Discharge Monitoring Reports demonstrates that the existing discharge meets ... • current and proposed effluent limitations. We do not believe that additiot It wastewater ee treotment and/or alternative disposal of existing wastewater is needed or technically justified. ,: We propose additional treatment should only be required, if following imposition of new ;;, effluent limitations monitoring demonstrates that the existing treatment facilities cannot meet ' ' those limitations. The attached table is obstraeted from the alternatives analyses_ This table presents alternative disposal methods and associated costs. As you requested,we hove added an alternative that consists of upgrading the existing plant and discharge to the How River. We hove also shown the present value of operating the existing facility with a monitoring schedule of five days per week. .. <cp W/ ;} U 04/04/2001 14:44 3367714630 DIV OF WATER QUALITY PAGE 03 DEC 15 '97 11:46AM B I ANNEX P.3 COST OF ALTERNATIVE DISPOSAL OR UPGRADE (listed in order et increasing present value) BURLINGTON INDUSTRIES WILLIAMSBURG PLANT NPDES PERMIT NO, NC0001384 ALTERNATIVE CAPITAL COST ANNUAL O &M PRESENT.VALUE 1. Continue existing WWTP Operation $0 $44,314 $432,616 2. Upgrade Existing WWW $216,710 $53,053 $758.585 3. Discharge to Non-Zero Flow Stream $782,080 $30,993 $1.098,637 (Haw River) 4. Upgrade existing WWTP and $998,790 $84.046 $1.867,222 Discharge to Non-Zero Flow Stream (How River) 5. Spray Inigation $1,142,740 $94.534 $2,108,295 6. Drip Irrigation $1.165,380 $110,676 $2.315,776 7. LPP System $1,876,581 $55,913 $2,447,667 8. Discharge to POTW Not Technically Feasible 9. Discharge to Privately Owned Not Feasible Treatment Works g WIryA �gMla • .04/04/2001 14:44 3367714630 DIV OF WATER QUALITY PAGE 04 • DEC 15 '97 11:46RM E I ANNEX P.2 Please call me at (910) 228-2439 with any additional questions or comments. Sincerely. c1_ 9t 7414(7Q Miriam S.Willie. P.E. Division Environmental and Safety Engineer cc: Russett Johnson Joe Hattopoulos Oscar Everitte Jim Wright David Goodrich. NPDES Unit Supervisor.Division of Water Quality Department of Environment and Natural Resources P.O. Box 29535,Raleigh, NC 27626-0535 45:4W1) 'v-ME JUL 1 70 IW -12-/ DENR - WATER QUALITY POINT SOURCE BRANCH Burlington Industries, Inc. Executive Offices P.O.Box 21207 Greensboro,NC 27420 July 13, 2000 Mr. David Goodrich NC Department of Environment and Natural Resources Water Quality Section Certified Mail 1617 Mail Service Center Return Receipt Requested Raleigh, NC 27699-1617 Subject: NPDES Renewal Application Burlington Industries, Williamsburg Plant - NPDES No. NC0001384 Dear Mr. Goodrich, Attached you should find a completed renewal application(3 copies) for the NPDES No. NC0001384 permit at the Burlington Industries, Williamsburg Plant. Based on the attached Permit Fee Schedule there is no fee for the permit renewal. The treatment facility at the Williamsburg Plant treats domestic sanitary waste only. The Waste Activated Sludge from the on-site wastewater treatment plant is aerobically stabilized in a sludge holding basin. The sludge is then applied to agricultural land located on-site in accordance with Land Application of Sludge Permit No. WQ0005045 issued 9/27/96. Per my conversation with Charles Weaver of your office on 7/6/00, and the attached Notice of Intent, it is Burlington's understanding that the Division of Water Quality plans to extend the current NPDES permit expiration date by 4 months to 5/31/01. If you have any questions or additional information, please call me at (336) 379-2563. Since ely, T olland Burlington Industries cc: Jeff Overman - Williamsburg David Gibson - Williamsburg Jim Wright - Greensboro (Cover Only) r.• • NCDENR-DWO Fax:919-733-0719 Jul 10 '00 6:51 P.01/01 ; ' State of North Carolina Department of Environment and Natural Resources A . A Division of Water Quality =--=_� James B. Hunt, Jr., Governor NCDENR Bill Holman, Secretary Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES August 18, 2000 Mr. Phillip H. Klein Burlington Industries P.O. Box 21207 Greensboro,NC 27420 Subject: NPDES Permit Modification Permit NC0001384 Williamsburg Plant Caswell County Dear Mr. Klein: The Division is beginning the cycle of permit renewals for the Cape Fear river basin. An examination of the Cape Fear basin plan and the NPDES permit schedule has revealed that the existing expiration dates in Cape Fear NPDES permits do not coincide with the revised permit expiration dates for the basin. This discrepancy could create unnecessary delays in the processing of over 200 permit renewals. Accordingly,the Division is changing the permit expiration dates for NPDES permits in the Cape Fear river basin. This permit modification changes the expiration date of the subject permit in subbasin 30602 to May 31,2001. Please find enclosed the revised permit cover page. Insert the new cover page into your permit and discard the old page. All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency. In accordance with the modification of the permit expiration date,the new due date for your renewal application is December 2,2000. Renewal application forms will be sent to you approximately 6-8 weeks in advance of the new due date or you may download the forms from the NPDES web site at http://h2o.enr.state.nc.us/NPDES/documents.html. You will need to download Short Form C. If you have already submitted a permit renewal form,there is no need to submit any other forms to the Division;the application will be processed during the renewal period for your subbasin. If any part of this permit modification are unacceptable to you,you have the right to an adjudicatory hearing upon written request within thirty(30) days following receipt of this letter. This request must be a written petition conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of Administrative Hearings (6714 Mail Service Center,Raleigh, North Carolina 27699-6714). Unless such demand is made,this decision shall be final and binding. If you have any questions concerning this permit modification,please contact Natalie Sierra at (919) 733-5083, extension 551. Sincerely, 4014,14 Kerr T. Stevens cc: Central Files Winston-Salem Regional Office,Water Quality Section oint Source Compliance Enforcement Unit 1617 Mail Service Center,Raleigh,North Carolina 27699-1617 Telephone(919)733-5083 FAX(919)733-0719 An Equal Opportunity Affirmative Action Employer VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES Permit NC0001384 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Burlington Industries is hereby authorized to discharge wastewater from a facility located at the Williamsburg plant NC Highway 87 & NCSR 1100 Matkins Caswell County to receiving waters designated as an unnamed tributary to Buttermilk Creek in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective September 1, 2000. This permit and authorization to discharge shall expire at midnight on May 31, 2001. Signed this day August 18, 2000. Kerr T. Stevens, irector Division of Water Quality By Authority of the Environmental Management Commission J