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NC0031828_Permit Issuance_20080814
NPDES DOCUHENT SCANNING. COVER SHEET NPDES Permit: NC0031828 Vanceboro WWTP Document Type: Permit Issuance,, Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Permit History Document Date: August 14, 2008 This document is priiited on reuse paper - ignore any content on the reizerse wide Michael F. Easley, Governor State of North Carolina William G. Ross, Jr., Secretary Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality August 14, 2008 Ms. E. Renee Ipock Town Clerk Town of Vanceboro P.O. Box 306 Vanceboro, North Carolina 28586 Subject: NPDES PERMIT ISSUANCE Permit Number NC0031828 Vanceboro WWTP Craven County Dear Ms. Ipock: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached final 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 October 15, 2007 (or as subsequently amended). If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699- 6714). Unless such demand is made, this permit shall be final and binding. Please take notice that this permit is not transferable. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local governmental permits which may be required. If you have any questions or need additional information, please do not hesitate to contact Maureen Scardina of my staff at (919) 807-6388. Sincerel i„ Cole H. Sullins Director, Division of Water Quality cc: Central Files NPDES Unit Files Washington Regional Office 1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE 919-733-5083/FAX 919-733-0719 VISIT US ON THE WEB AT http://h20.enr.state.nc.us/NPDES Permit NC0031828 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Town of Vanceboro is hereby authorized to discharge wastewater from a facility located at the Vanceboro WWTP South Main Street Vanceboro Craven County to receiving waters designated as Swift Creek in the Neuse 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, 2008. This permit and authorization to discharge shall expire at midnight on April 30, 2013. Signed this day August 14, 2008. 7 _ C oleen . Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC0031828 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. The Town of Vanceboro is hereby authorized to: 1. Continue to operate an existing 0.30 MGD wastewater treatment system with the following components: > Manual bar screen > Grit removal > Two parallel mechanically operated aerated oxidation ditches > Three parallel secondary clarifiers > Tertiary sand filters > Alum feed for phosphorus removal > Polymer feed for alum sludge conditioning > Gas chlorination > Chlorine contact chamber > Dechlorination > Cascade post aeration > Automatic samplers > Flow meter > Aerobic sludge digesters > Sludge drying beds > Standby power The facility is located in Vanceboro at the Town of Vanceboro WWTP on South Main Street in Craven County. 2. Discharge from said treatment works at the location specified on the attached map into Swift Creek, classified C-SW-NSW waters in the Neuse River Basin. Town of Vanceboro Vanceboro WWTP County: Craven Stream Class: C-SW-NSW Receiving Stream: Swift Creek Sub -Basin: 030409 Latitude: 35° 17' 42" Grid/Quad: F30SW Longitude: 77° 09' 00" Facility Location (not to scale) A4'or NORTH NPDES Permit No. NC0031828 Permit NC0031828 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS -FINAL During the period beginning on September 1, 2008 and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Frequency Sample Type Sample Locations Flow :5-occ, 0 0.30 MGD Continuous Recording Influent or Effluent Total Monthly Flow Monitor & Report Monthly Calculated Influent or Effluent BOD, 5-day (20°C)ct-,3/ v (April 1- October 31) 5.0 mg/L 7.5 mg/L Weekly Composite Influent & Effluent BOD, 5-day (20°C)Z (November 1- March 31) 10.0 mg/L 15.0 mg/L Weekly Composite Influent & Effluent Total Suspended Solids2 CO S-3 t) 30.0 mg/L 45.0 mg/L Weekly Composite Influent & Effluent NH3 as N C©&'ic' (April 1- October 31) 2.0 mg/L 6.0 mg/L Weekly Composite Effluent NH3 as N (November 1- March 31) 4.0 mg/L 12.0 mg/L Weekly Composite Effluent Dissolved Oxygen3 00.3 0 0 Weekly Grab Effluent, Upstream & Downstream Fecal Coliform z//s /l, (geometric mean) 200 / 100 ml 400 / 100 ml Weekly Grab Effluent Total Residual Chlorine V)&e4D 28 µg/L 2/Week Grab Effluent Temperature (°C) nco/D Daily Grab Effluent Temperature (°C) Weekly Grab Upstream & Downstream TKN (mg/L) 00&25— Monitor & Report 2/Month Composite Effluent NO2-N + NO3-N (mg/L) Oc,!e3O Monitor & Report 2/Month Composite Effluent TN (mg/L)4 C-U Gov Monitor & Report 2/Month Composite Effluent TN Load' M t 00 O ,((no o Monitor & Report (lb/mo) Monitor & Report (lb/yr) Monthly Annually Calculated Calculated Effluent Effluent Total Phosphorus o(oce 2.0 mg/L (quarterly average) 2/Month Composite Effluent pH7 Weekly Grab Effluent Footnotes: 1. Upstream = at NCSR 1440. Downstream = approximately 2 miles down tream from the outfall. 2. The monthly average effluent BODS and TSS concentrations shall nqt exceed 15% of the respective influent value (85% removal). 3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 4. For a given wastewater sample, TN = TKN + NO2-N + NO3-N, where TN is Total Nitrogen and TKN is Total Kjeldahl Nitrogen. 5. TN Load is the mass load of Total Nitrogen discharged in a given period of time. See Special Condition A. (2.), Calculation of Total Nitrogen Loads. 6. The quarterly average for total phosphorus shall be the average of composite samples collected during each calendar quarter (January -March, April -June, July -September, October -December). 7. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE F4)AM IN OTHER THAN TRACE AMOUNTS. 76 f ( (..A. k. Q Permit NC0031828 A. (2.) CALCULATION OF TOTAL NITROGEN LOADS a. The Permittee shall calculate monthly and annual TN Loads as follows: i. Monthly TN Load (pounds/month) = TN x TMF x 8.34 Where: TN = average Total Nitrogen concentration (mg/L) of the composite samples collected during the month TMF = Total Monthly Flow of wastewater discharged during the month (MG/month) 8.34 = conversion factor, from (mg/L x MG) to pounds ii. Annual TN Load (pounds/year) = Sum of the twelve Monthly TN Loads for the calendar year b. The Permittee shall report monthly Total Nitrogen results (mg/L and pounds/month) in the final discharge monitoring report for each quarter and shall report each year's results (pounds/year) with the December report for that year. A. (3.) ANNUAL LIMITS FOR TOTAL NITROGEN a. Total Nitrogen (TN) allocations and TN Load limits for NPDES dischargers in the Neuse River basin are annual limits and are applied for the calendar year. b. For any given calendar year, the Pennittee shall be in compliance with the annual TN Load limit in this Permit if: i. the Permittee's annual TN Load is less than or equal to said limit, or ii. the Permittee is a Co-Permittee Member of a compliance association. c. The TN Load limit in this Permit (if any) may be modified as the result of allowable changes in the Permittee's TN allocation. i. Allowable changes include those resulting from purchase of TN allocation from the Wetlands Restoration Fund; purchase, sale, trade, or lease of allocation between the Permittee and other dischargers; regionalization; and other transactions approved by the Division. ii. The Permittee may request a modification of the TN Load limit in this Permit to reflect allowable changes in its TN allocation. Upon receipt of timely and proper application, the Division will modify the permit as appropriate and in accordance with state and federal program requirements. iii. Changes in TN limits become effective on January 1 of the year following permit modification. The Division must receive application no later than August 31 for changes proposed for the following calendar year. iv. Application shall be sent to: NCDWQ / NPDES Programs Attn: Neuse River Basin Coordinator 1617 Mail Service Center Raleigh, NC 27699-1617 Permit NC0031828 d. If the Permittee is a member and co-permittee of an approved compliance association, its TN discharge during that year is governed by that association's group NPDES permit and the TN limits therein. i. The Permittee shall be considered a Co-Permittee Member for any given calendar year in which it is identified as such in Appendix A of the association's group NPDES permit. ii. Association roster(s) and members TN allocations will be updated annually and in accordance with state and federal program requirements. iii. If the Permittee intends to join or leave a compliance association, the Division must be notified of the proposed action in accordance with the procedures defined in the association's NPDES permit. (1) Upon receipt of timely and proper notification, the Division will modify the permit as appropriate and in accordance with state and federal program requirements. (2) Membership changes in a compliance association become effective on January 1 of the year following modification of the association's permit. e. The TN monitoring and reporting requirements in this Permit remain in effect until expiration of this Permit and are not affected by the Permittee's membership in a compliance association. A. (4.) TOTAL NITROGEN ALLOCATIONS a. The following table lists the Total Nitrogen (TN) allocation(s) assigned to, acquired by, or transferred to the Permittee in accordance with the Neuse River nutrient management rule (T15A NCAC 02B .0234) and the status of each as of permit issuance. For compliance purposes, this table does not supersede any TN limit(s) established elsewhere in this permit or in the NPDES permit of a compliance association of which the Permittee is a Co-Permittee Member. ALLOCATION TYPE SOURCE DATE ALLOCATION AMOUNT c0) STATUS Estuary (Ib/yr) Discharge (ib/yr) Base Assigned by Rule (T15A NCAC 02B .0234) 12/7/97; 4/1/03 6,066 6,066 Active TOTAL 6,066 6,066 Active Footnote: (1) Transport Factor = 100% b. Any addition, deletion, or modification of the listed allocation(s) (other than to correct typographical errors) or any change in status of any of the listed allocations shall be considered a major modification of this permit and shall be subject to the public review process afforded such modifications under state and federal rules. AFFIDAVIT OF PUBLICATION NORTH CAROLINA. Wake County. , s it ,' 1 ...•- PIIBUC NOTICE d;. 4i STATEOF NORTH CAROLINA7--. ENVIRONMENTAL MANAGEMENt. ` i I•), OOAMhISSIOWNPDES UNIT'-� .' --' •r, • :►?1•',1617MA€LStERRVVICECENTER '',',,, tl• • _NOTIFICATION OOFINN1E�NTT0't � Ii;: On theISSUEANPDt^ WASTEwATERPERMrr7:: - hoe is of thoro ii staffreview and �aPplIcation of NG' ,Genera �.Statuteg143.215.J ;and-,l5A'NCAC 02H.0109: and; other lawfuistaldardsandiregulati s, the"Northtarolir nQ E0v ronme ta4Manaeeme Coomissiort proposes to uesimationaJgollutantDf , eElimination System' NPDES) vend werdscbateeperinittothe:persan(s). I: ed, fponrJ110$11lishdateafthis .4V corn nts tga the .itposed-peimItwffl'bc• 1-,accepted until 30 daysa . rthe I lsh date of this notice : Alt comments received pe onto that dateare considered In the: final' deterrilnatiors?teQarding the proposed permit: The.•. DIrectara•of4he•NC. OIv€sio irof:Water Quality;nidy. decide to'hold a publiC)retting for the proposed paeerml i should the Divisionxseeive'a'stggn�iftoant degree of public. Interest i ,. i0*y2,3�ir' :r,l �l`•5Bi4�a: '< ,. r4tiT; ;77:. C"'tes of the draft permit and tetiorseppartiriiinianit, tion;_on file used4o:dote 7ne'condttions present to the, draft perrrrit"ar+e aveilabto Upoq rogues• and payment of ,the costs bf r eprsoductlon: Mail —iomrnehts anngro' requests for Informationn_to:theNC D vlslonof.Water.Quciluly at the above oddness o71:ali Dino Sprinkle (919)'�733.5083, exteir- Isio:i 363,at the'Polnt•Sourcei Branc!'i.'Please include the NPDES permit numberl(beic vi any.communicaflon, Interested :persons, „a!so Nisi:the DiVItion of Water , .Qtiallty,.at512 N.:Sa.i ry St leighr,NC-27604.48 between the(tiburS•of'8 00e. . a �r p to ew' 'inforrnatton on E e a J: ', ,,,, :1 �[E i , , i �. �� '' foist xta�it, f..ierry.t trip lei: ;Tdw"n of Vance• ro; P.O. Box 306, Venceborro Northh. Carotlno 28586pas applied for; renewat af•NPDES permit N00031828' for its` Vboro WWTB i' S� �Maiir St,), in. Croven, County.-Ttiisperrnitted fac(Ilfy dtscharsestreated •wastewater to pn,unnamedwibutary To wheat Swamp in the Neuso" River Basin: Cu ntlyriCBODr-fecal cotiformi +total( residual rchioririe: t if phosphor'us-and. ammonia • nitrogen pro wafer, ;q Uty IimitedhThis' dischargevmo ;affect iutirro atlpcattdns to .ifs portton of the'watersbed. FThe' T t nt 1 i as . aln ig Orlent�i•has ppiplled to reneti� Its NPDES `disthargc: rrriltr(NC0088447) for the -Oriental potable 'water tree ment'ptaiit �y P , to Pamlico, -County., This :facility d€schargesfiiter Ibockwashand ion-exchangeftiter regeneration wcifer,.td Whittaker Creekwvithin the Neuse River. Basin:•The;ppaaramete s Total -Suspended* Solids (TSS) and Totai-Residual'Chlorine.(TRC) wal r �uaati- ay.limited.tl1s discharge a aaffffeecctt 'allocation i this bo t the receivinrstream..: Pofinste�rriI•.Coiinti3Board:mCEdacationi R:O: Box 1336, cSmithftetd;.NorlhCdrollnd27 has appplled fo renewal of .,N Sr .nits , C00�38 0 ,.its Corintf(;l hider Middle �S� %%TM Johnston Co : This perrniitted faaillty dtsJ;trtt • to'ti a Littte;River.: in the ;Neu. Ihprer, Basj)prCu ti fecal coliform cowl ,total • 'residua hloriiiebre"raterquail Iimited.Thisdischarge• may affect -future allocatjons n thts:Ai lion ai th water. h►1C it$ PO ixYs ' i ,,'•t^ i 4 �r4A''1 N&O:'June' 20; 2008 . I i -r. :,. . Before the undersigned, a Notary Public of Chatham County North Carolina, duly commissioned and authorized to administer oaths, affirmations, etc., personally appeared Debra Peebles, who, being duly sworn or affirmed, according to law, doth depose and say that she is Billing Manager -Legal Advertising of The News and Observer a corporation organized and doing business under the Laws of the State of North Carolina, and publishing a newspaper known as The News and Observer, in the City of Raleigh , Wake County and State aforesaid, the said newspaper in which such notice, paper, document, or legal advertisement was published was, at the time of each and every such publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statutes of North Carolina and was a qualified newspaper within the meaning of Section 1- 597 of the General Statutes of North Carolina, and that as such she makes this affidavit that she is familiar with the books, files and business of said corporation and by reference to the files of said publication the attached advertisement for NC DIVISION OF WATER QUALITY was inserted in the aforesaid newspaper on dates as follows: 06/20/08 Account Number: 73350833 The above is correctly copied from the books and files of the aforesaid Corporation and publication. Debra Peebles, Billing Manager -Legal Advertising Wake County, North Carolina Sworn or affirmed to, and subscribed before me, this 23 day of JUNE , 2008 AD ,by Debra Peebles. In Testimony Whereof I have hereunto set my hand and affixed my official seal, the day and year aforesaid. CAio anet Scroggs, Notary Public ‘”' My commission expires 14th of March 2009. gawn Vancettout 11.0. tox 306 Vancefw'U., .Noxth ervtatinct 28586 MAYOR: JIMMIE L. MORRIS TOWN CLERK: E. RENEE IPOCK TELEPHONE: 252/244-0919 November 15, 2007 Dina Sprinkle NC DENR/NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Dear Ms. Sprinkle: ALDERMEN: RICHARD BOWERS CHAD BRAXTON SHIRLEY BRYAN ANDREW COLLINS EARL WRIGHT In response to your letter of November 1, 2007, a Sludge Management Plant is not required for NPDES #NC0031828. Please do not hesitate to contact me if you need additional information, or have any questions. Sincerely, ,(prvu)L_ E. Renee Ipock Town Clerk I U LE LI NOV 19 2007 i DENR • WATER QUALII POINT SOURCE BRANCHr ! !fawn. vance&vid 91.6. [Box 3U6 Vwwefuna, 28586 MAYOR: JIMMIE L. MORRIS TOWN CLERK: E. RENEE IPOCK TELEPHONE: 252/244.0919 October 31, 2007 Mrs. Frances Candelaria NC DENR/DWQ/Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Dear Mrs. Candelaria: ALDERMEN: RICHARD BOWERS CHAD BRAXTON SHIRLEY BRYAN ANDREW COLLINS EARL WRIGHT The Town of Vanceboro respectfully request NPDES Permit NC00131828 Renewal. Enclosed is the completed Form 2A NPDES with drawings. The only change from last renewal is the Authorized Representative's name. Please change your records accordingly. Please do not hesitate to contact me if you need additional information, or have any questions. Sincerely, E. Renee Ipock Town Clerk I L j NOV - 1 2007 L FACILITY NAME AND PERMIT NUMBER: Vanceboro WVVTP, NC0031828 FORM 2A NPDES RIVER BASIN: Neuse Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet and a "Supplemental Application Information" packet. The Basic Application Information packet is divided into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental Application Information packet. The following items explain which parts of Form 2A you must complete. BASIC APPLICATION INFORMATION: A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12. B. Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatment works that have design flows greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6. C. Certification. All applicants must complete Part C (Certification). SUPPLEMENTAL APPLICATION INFORMATION: D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets one or more of the following criteria must complete Part D (Expanded Effluent Testing Data): 1. Has a design flow rate greater than or equal to 1 mgd, 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to provide the information. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing Data): 1. Has a design flow rate greater than or equal to 1 mgd, 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to submit results of toxicity testing. . Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any significant industrial users (SlUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges and RCRA/CERCLA Wastes). Sills are defined as: 1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and 40 CFR Chapter I, Subchapter N (see instructions); and 2. Any other industrial user that: a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain exclusions); or b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic capacity of the treatment plant; or c. Is designated as an SIU by the control authority. . Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer Systems). EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22 FACILITY NAME AND PERMIT NUMBER: Vanceboro UWVTP, NC0031828 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse BASIC APPI.tCAT , INP �t l l i " ON ` " '` T.., s, PART A. BASIC APP9,,.: t3 ���Ns 0 " rY f , t f! •�� ... .. ...�'C.... � �' � a4t. �T..ri14k ...: fr 4. All treatment works must compiete questions A.1 through A.8 of this Basic Application Information Packet. A.1. Facility Information. Facility Name VANCEBORO WWTP Mailing Address P.O. BOX 306 VANCEBORO. NC 28586 Contact Person E. RENEE IPOCK Title TOWN CLERK Telephone Number (252) 244-0919 Facility Address SOUTH MAIN STREET (not P.O. Box) VANCEBORO. NC 28586 A.2. Applicant Information. If the applicant is different from the above, provide the following: Applicant Name Mailing Address Contact Person Title Telephone Number ( ) Is the applicant the owner or operator (or both) of the treatment works? to the facility or the applicant. existing environmental permits that have been issued to the treatment works PSD 0 owner ❑ operator Indicate whether correspondence regarding this permit should be directed ❑ facility 0 applicant A.3. Existing Environmental Permits. Provide the permit number of any (include state -issued permits). NPDES NC0031828 UIC Other WQCS00241 RCRA Other A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each entity and. if known. provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.). Name Population Served Type of Collection System Ownership Town of Vanceboro 1864 sanitary only Municipal Total population served 1864 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22 A.S. Indian Country. a. Is the treatment works located in Indian Country? ❑ Yes ®No b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows through) Indian Country? ❑ Yes ® No A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period with the 12`h month of "this year" occurring no more than three months prior to this application submittal. a. Design flow rate 0.300 mgd Two Years Aao Last Year This Year b. Annual average daily flow rate 0.245 mad 0.250 mad 0.218 mad c. Maximum daily flow rate 0.529 mad 0.509 mgd 0.445 mad A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent contribution (by miles) of each. ® Separate sanitary sewer 100 ok ❑ Combined storm and sanitary sewer A.B. Discharges and Other Disposal Methods. a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes 0 No If yes, list how many of each of the following types of discharge points the treatment works uses: i. Discharges of treated effluent 1 ii. Discharges of untreated or partially treated effluent iii. Combined sewer overflow points iv. Constructed emergency overflows (prior to the headworks) v. Other b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments that do not have outlets for discharge to waters of the U.S.? ❑ Yes If yes, provide the following for each surface impoundment: Location: 0 0 0 ® No Annual average daily volume discharge to surface impoundment(s) mgd Is discharge ❑ continuous or 0 intermittent? c. Does the treatment works land -apply treated wastewater? 0 Yes 0 No If yes, provide the following for each land application site: Location: Number of acres: Annual average daily volume applied to site: mgd Is land application ❑ continuous or ❑ intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? ❑ Yes ® No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22 FACILITY NAME AND PERMIT NUMBER: Vanceboro VVVVTP, NC0031828 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works (e.g., tank truck, pipe). NIA If transport is by a party other than the applicant, provide: Transporter Name Mailing Address Contact Person Title Telephone Number l For each treatment works that receives this discharge, provide the following: Name Mailing Address Contact Person Title Telephone Number ( ) If known, provide the NPDES permit number of the treatment works that receives this discharge Provide the average daily flow rate from the treatment works into the receiving facility. mgd e. Does the treatment works discharge or dispose of its wastewater in a manner not included in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes ® No If yes, provide the following for each disposal method: Description of method (including location and size of site(s) if applicable): Annual daily volume disposed by this method: Is disposal through this method 0 continuous or 0 intermittent? EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 22 A.9. Description of Outfall. a. Outfall number 001 b. Location Vanceboro 28586 (City or town. if applicable) (Zip Code) Craven NC (County) (State) 35 17' 42" 77 09' 00" (Latitude) c. Distance from shore (if applicable) d. Depth below surface (if applicable) e. Average daily flow rate 0 (Longitude) ft. ft. 0.218 mgd f. Does this outfall have either an intermittent or a periodic discharge? ® Yes 0 No (go to A.9.g.) If yes, provide the following information: Number f times per year discharge occurs: Average duration of each discharge: 5 minutes Average flow per discharge: mgd Months in which discharge occurs: 12 months g. Is outfall equipped with a diffuser? 0 Yes 0 No A.10. Description of Receiving Waters. a. Name of receiving water Swift Creek b. Name of watershed (if known) United States Soil Conservation Service 14-digit watershed code (if known): c. Name of State Management/River Basin (if known): Neuse River United States Geological Survey 8-digit hydrologic cataloging unit code (if known): d. Critical low flow of receiving stream (if applicable) acute cfs chronic cfs e. Total hardness of receiving stream at critical low flow (if applicable): mg/I of CaCO3 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22 FACILITY NAME AND PERMIT NUMBER: Vanceboro WWTP, NC0031828 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. ❑ Primary El Secondary ❑ Advanced 0 Other. Describe: b. Indicate the following removal rates (as applicable): Design BOD5 removal or Design CBOD5 removal 95 Design SS removal 87 % Design P removal 75 Design N removal 85 % Other % c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe: Chlorine Gas — automatic feed If disinfection is by chlorination is dechlorination used for this outfall? ® Yes 0 No Does the treatment plant have post aeration? ® Yes 0 No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not Include information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart. Outfall number: 001 PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE Value Units Value Units Number of Samples pH (Minimum) 7.8 :t. 0.218 Mgd 273 Flow Rate 0.445 Mgd Temperature (Winter) 18.5 Celsius 13.9 Celsius 59 Temperature (Summer) 30.0 Celsius 23.8 Celsius 122 ' For pH please report a minimum and a maximum daily value POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE ANALYTICAL METHOD ML/MDL Conc. Units Conc. Units Number of Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN DEMAND (Report one) BOD5 2.7 Mg/I 0.7 Mg/I 39 SM5210B 2.0 CBOD5 FECAL COLIFORM 8 #/100 ml 1.2 #00 ml 39 SM9222D 1 TOTAL SUSPENDED SOLIDS (TSS) 3.0 Mg/I 0.5 Mg/I 39 SM2540D 1 END OF PART A. REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE EPA Form 3510.2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22 FACILITY NAME AND PERMIT NUMBER: Vanceboro WWTP, NC0031828 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse BASIC APPLICATIONl iN k � •�' ' � } • � h� s � .. _.; ... i ...: G.,........'.'' -1.. . ' s':isr';, �+� `f f4,L: S +'tea'•, {x ,,k,- . ^• '..t.,- t .5:... ---! a Y..t .. ... .,. PART B. ADi TIOT�AL LIR `1�1Pf Air "" f l Q i= Psi i ►i f � t?H;A D SiGN;FCQW GREATER THAN OR r i r EQUAL TO' ��ira � 1"r„S�� tt"� I ri<' 7 .- 1 i1..1. MGD1( t � ' . ' � ' '". All applicants with a design flow rate z 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification). B.1. Inflow and Infiltration. Estimate the average number of gallons per day UNKNOWN gpd that flow into the treatment works from inflow and/or infiltration. infiltration. performed on 8/06, and some repairs were made and some Briefly explain any steps underway or planned to minimize inflow and An I&I study was performed in years past. video taping was Are being made, therefore the flow from I&I is not known at the present time. B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire area.) a. The area surrounding the treatment plant, including all unit processes. b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable. c. Each well where wastewater from the treatment plant is injected underground. d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % mile of the property boundaries of the treatment works, and 2) listed in public record or otherwise known to the applicant. e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed. f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail, or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed. B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g., chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow rates between treatment units. Include a brief narrative description of the diagram. B.4. Operation/Maintenance Performed by Contractor(s). Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a contractor? 0 Yes ® No If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional pages if necessary). Name: Mailing Address: Telephone Number: ( ) Responsibilities of Contractor. B.5. Scheduled Improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5 for each. (If none, go to question B.6.) a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule. b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies. ■ Yes ❑ No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 10 of 22 FACILITY NAME AND PERMIT NUMBER: Vanceboro WWTP, NC0031828 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable). d. Provide dates imposed applicable. For improvements applicable. Indicate Implementation Stage - Begin Construction - End Construction - Begin Discharge - Attain Operational e. Have appropriate Describe briefly: by any compliance schedule planned independently dates as accurately as possible. Level permits/clearances concerning other or any actual dates of completion for the implementation steps listed of local, State, or Federal agencies, indicate planned or actual completion . Schedule Actual Completion MM/DDIYYYY MM/DDIYYYY below, as dates, as 0 No / / / / / / / / / / / / / / / / Federal/State requirements been obtained? 0 Yes B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD Applicants that discharge to waters of the US must effluent testing required by the permitting authority on combine sewer overflows in this section. All Information using 40 CFR Part 136 methods. In addition, this data QA/QC requirements for standard methods for analytes based on at least three pollutant scans and must be Outfall Number. 001 ONLY). provide effluent testing data for the following parameters. Provide for each outfall through which effluent is discharged. Do not include the indicated information conducted other appropriate data must be reported must be based on data collected through analysis must comply with QAIQC requirements of 40 CFR Part 136 and not addressed by 40 CFR Part 136. At a minimum effluent testing no more than four and on -half years old. POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE u f Y ' ANALYTICAL METHOD ML/MDL Conc.units „ + nc.,: �: Un is Nuni rfof pies{ CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) 1.84 MgII 0.17 Mg/I 38 EPA350.1 0.04 CHLORINE (TOTAL RESIDUAL, TRC) 20.00 Ug/1 16.3 Ug/1 75 DISSOLVED OXYGEN 13.82 MgII 9.4 Mg/l 77 TOTAL KJELDAHL NITROGEN (TKN) 2.63 MgII 1.0 Mg/I 18 EPA351.2 0.20 NITRATE PLUS NITRITE NITROGEN 20.76 MgII 11.3 Mg/I 18 EPA353.2 0.04 OIL and GREASE PHOSPHORUS (Total) 10.86 Mg/l 1.34 Mg/I 18 EPA365.4 0.04 TOTAL DISSOLVED SOLIDS (TDS) OTHER .a REFER TO 'SHE AF PL •A z a `* `'ad��'-ySr+.7'J . - V• @ ;` i , y � ra 1 ,all 8 , [ `�` HER PARTS t EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 11 of 22 FACILITY NAME AND PERMIT NUMBER: Vanceboro WWTP, NC0031828 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Neuse 7,.. . r.._:„Jf � 2& .-.«.i,�.r y,,. - t y • '.i.lBASFAPPLICATIQNINFCF*�,. rr w1, r- � . i .. ,. 8f f yl 4t i'(t ,. L ,, •f h.Y�}:y._ i. ' I'..-- PART C. CERTIFIC• I t , .; ` �' 7 6> LL� t=�t 7fY f^ T �Yi r 7; 3 { , r ' - .. .. ,.. . w;,1 U... S _.., ... d.<1 »�l..een7. �1� r'Yif "jai s'.vi`.t :014-1w�....i�fr...i=, }�a� ' .. �t. ._.r. . .. All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed Form 2A and have completed all sections that apply to the facility for which this application is submitted. Indicate which parts of Form 2A you have completed and are submitting: ® Basic Application Information packet Supplemental Application Information packet: ❑ Part D (Expanded Effluent Testing Data) ❑ Part E (Toxicity Testing: Biomonitoring Data) ❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes) ❑ Part G (Combined Sewer Systems) ALL APPl.ICANTl3 �NRUST pL���LI:t3i+?l(t 0 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 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. Name and official title E.Renee (pock. Town Clerk-k 34, Signature C..--t Le . -0(. Telephone number (252) 244-0919 Date signed 10/31/07 Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment works or identify appropriate permitting requirements. SEND COMPLETED FORMS TO: NCDENR! DWQ Attn: NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 12 of 22 Y�-3 SLUDGE DR MC BEDS (I -5) Il /I I i /2 /3 P4 /5 8 48 5 SLUDGE TRANSFER PUMP STATION p1 26 C 34 17 28 OXIDATION DITCH /7 PRELIMINARY TREA TMENT OX!DA TION DITCH /2 AEROBIC 141 11642 SLUDGE DRYING BEDS (6- /) /6 II /7 / 2/ FLOW SPUTTER ALUM / POI YMER - \ BUILDING . 19 SLUDGE IRAN SF£R PUMP STATION /I CLARIFIER /2 CL ARIF!£R /3 ww lgnAwa ewwwc CHL OR!NA TION BUILDING TERTIARY F L TER /1 TERTIARY Fit TER /2 RE TURN SLUDGE PUMP STA IrON /2 (((1L(M3 Ro. w[ 4M C!,/SO, FIT BUILDING DECHL OR/NA TION BUILDING CHLORINE CONTACT EFFLUENT PUMP STATION or ,. ci ■uunuuunuumo LEGEND FL OW THROUGH PIPING SL UOGF PIPING DRAIN PIPING CHEMICAL PIPING WA TER PIPING VANCL-BORO WWTP _.PLANT LQ.YQUT_ PIPING _&_VAL. VE .NL)MBERIN(; I ICURf 1 5 I 10 POST AERATION (CASCADE TYPE) FACT SHEET FOR EXPEDITED PERMIT RENEWALS expedi d permit renewal Reviewer/Date P 1 Clil • Permit Number ; C. . Facility Name vo1n G tAC.t iO 7 Basin Name/Sub-basin number ga O Receiving Stream Stream Classification in Permit ' .yo — ,(v��- Does permit need NH3 limits? o Does permit need TRC limits? o Does permit need Enteroccoci limit? Q Does permit have toxicity testing? t Does permit have Special Conditions? Does permit have instream monitoring? .P.- Is the stream impaired (on 303(d) list)?Any obvious compliance concerns? Any permit mods since last permit? 110 Existing expiration date 4 "�/ine New expiration date V-/-3Dir New permit effective date Miscellaneous Comments Cae._c.t\ YES` This is a SIMPLE EXPEDITED permit renewal (administrative renewal with no changes, or only minor changes such as TRC, NH3, name/ownership changes). YES This is a MORE COMPLEX EXPEDITED permit renewal (includes Special Conditions (such as EAA, Wastewater Management Plan), Conventional WTP, 303(d) listed, toxicity testing, instream monitoring, compliance concerns, phased limits). Basin Coordinator to make case -by - case decision. YES_ This permit CANNOT BE EXPEDITED for one of the following reasons: • Major Facility (municipal/industrial) • Minor Municipals with pretreatment program • Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS, etc) • Limits based on reasonable potential analysis (metals, GW remediation organics) • Permitted flow > 0.5 MGD (requires full Fact Sheet) • Permits determined by Basin Coordinator to be outside expedited process TR Version 9/7/2007