Loading...
HomeMy WebLinkAboutNC0031828_Renewal (Application)_20221031 • d YSrAor,q 1'1 ti i ROY COOPER Governor ELIZABETH S.BISER •� ° ,•._' Secretory - RICHARD E.ROGERS,JR. NORTH CAROLINA Director Environmental Quality November 01, 2022 Town of Vanceboro Attn: Chad Braxton, Mayor PO Box 306 Vanceboro, NC 28586-0306 Subject: Permit Renewal Application No. NC0031828 Vanceboro WWTP Craven County Dear Applicant: The Water Quality Permitting Section acknowledges the October 31, 2022, 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. 150E-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://deq.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. Sincere)a ele ,,�t! �Iw , Wren Th- 'ford Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application D_E Q,�- North Carolina Department of Environmental Quality I Division of Water Resources '�/}� Washington Regional Office 1943 Washington Square Mall I Washington North Carolina 27889 ='.:.:1 2 .4.a.rv� 252946.6481 0r'�•Nc. , Alderman Stephen Beirose Mayor Chad Braxton v w ,fin ,., Cannon G `-144401{j1pi jlriiG Alderman Keith Russell Ipock 4,1 �,, il, h AldermanAlderman Thad Jones Town Clerk Beverly Drake `°�'L !!.eY,l !' Alderman Todd McMillen 4„Sr t`��if` October 26,2022 CEtVED `E V NCDEQ/DWR Attn; NPDES Unit �){�T2�22 1617 Mail Service Center ��NpDES Raleigh,NC 27699-1617 MC�EQID Subject: Request for NPDES Renewal NPDES Permit#NC0031828 Town of Vanceboro 1 Vanceboro WWTP Craven County Dear NPDES Unit: The Town of Vanceboro is submitting the renewal application package for NPDES #NC0031828. The permit expiration date is April 30,2023. The renewal application package consists of: • Cover letter • Renewal application Form—EPA Form 3510-2A(Revised 3-19)with tables A, B,and D • Topographic map • Schematic of WWTP with water balance • Plant Narrative The town request to continue reduced monitoring as weekly for pH, dissolved oxygen, BOD, total suspended solids NH3 as N, fecal coliform, and upstream and downstream temperature. Monitoring 2/week for TRC as this is our current monitoring requirements. Sincerely, NA& Chad Braxton; ayor Town of Vanceboro EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 W Form U.S.Environmental Protection Agency 2A : EPA Application for NPDES Permit to Discharge Wastewater NPDES NEW AND EXISTING PUBLICLY OWNED TREATMENT WORKS SECTION 1.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS(40 CFR 122.21(j)(1)and(9)) 1.1 Facility name Vanceboro WWTP Mailing address(street or P.O.box) P.O.Box 306 City or town State ZIP code o Vanceboro NC 28586 Contact name(first and last) Title Phone number Email address Chad Braxton Mayor (252)244-0919 chadb@vanceboronc.com ' Location address(street,route number,or other specific identifier) 0 Same as mailing address City or town State ZIP code 1.2 Is this application for a facility that has yet to commence discharge? ❑ Yes 4 See instructions on data submission 0 No requirements for new dischargers. 1.3 Is applicant different from entity listed under Item 1.1 above? ❑ Yes ❑ No 4 SKIP to Item 1.4. Applicant name Applicant address(street or P.O.box) 0 City or town State ZIP code cv Contact name(first and last) Title Phone number Email address a 1. 4 Is the applicant the facility's owner,operator,or both?(Check only one response.) ❑ Owner ❑ Operator I Both 1.5 To which entity should the NPDES permitting authority send correspondence?(Check only one response.) El Facility El Applicant 0 Facility and applicant (they are one and the same) 1.6 Indicate below any existing environmental permits.(Check all that apply and print or type the corresponding permit number for each.) Existing Environmental Permits a_ ❑ NPDES(discharges to surface ❑ RCRA(hazardous waste) ❑ UIC(underground injection water) control) c NC0031828,NC0080071 ? ❑ PSD(air emissions) ❑ Nonattainment program(CM) ❑ NESHAPs(CM) w rn ❑ Ocean dumping(MPRSA) ❑ Dredge or fill(CWA Section ❑✓ Other(specify) 404) EPA Form 3510-2A(Revised 3-19) Page 1 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 1.7 Provide the collection system information requested below for the treatment works. Municipality Population Collection System Type Served Served (indicate percentage) Ownership Status 100 %separate sanitary sewer 0 Own ❑ Maintain 'n Vanceboro 1005 /o 0 w combined storm and sanitary sewer 0 Own 0 Maintain ❑ Unknown 0 Own 0 Maintain co cc %separate sanitary sewer 0 Own ❑ Maintain '2 %combined storm and sanitary sewer ❑ Own 0 Maintain = 0 Unknown ❑ Own 0 Maintain 0. a. o 0 separate sanitary sewer ❑ Own ❑ Maintain c %combined storm and sanitary sewer ❑ Own 0 Maintain Eg ❑ Unknown 0 Own 0 Maintain %separate sanitary sewer 0 Own 0 Maintain >, %combined storm and sanitary sewer ❑ Own ❑ Maintain co o ❑ Unknown 0 Own ❑ Maintain Total d Population 1005 Served Separate Sanitary Sewer System Combined Storm and Sanitary Sewer Total percentage of each type of sewer line(in miles) 1o0 ?' 1.8 Is the treatment works located in Indian Country? o ❑ Yes El No 0 U c 1.9 Does the facility discharge to a receiving water that flows through Indian Country? co _ ❑ Yes 0 No 1.10 Provide design and actual flow rates in the designated spaces. Design Flow Rate 0.3 mgd To y Annual Average Flow Rates(Actual) cz Two Years Ago Last Year This Year c COiv 0.17 mgd 0.192 mgd 0.132 mgd rnLL oMaximum Daily Flow Rates(Actual) Two Years Ago Last Year This Year 0.653 mgd 0.416 mgd 0.89 mgd y 1.11 Provide the total number of effluent discharge points to waters of the United States by type. .. p Total Number of Effluent Discharge Points by Type °' o Constructed Q' Treated Effluent Untreated Effluent Combined Sewer Bypasses Emergency .a Overflows yp Overflows U N G 1 EPA Form 3510-2A(Revised 3-19) Page 2 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 Outfalls Other Than to Waters of the United States 1.12 Does the POTW discharge wastewater to basins, ponds,or other surface impoundments that do not have outlets for discharge to waters of the United States? E Yes 0 No 4 SKIP to Item 1.14. 1.13 Provide the location of each surface impoundment and associated discharge information in the table below. Surface Impoundment Location and Discharge Data Average Daily Volume Location Discharged to Surface Continuous or Intermittent Impoundment (check one) ❑ Continuous gpd ❑ Intermittent 0 Continuous gpd ❑ Intermittent 0 Continuous gpd ❑ Intermittent -a 2 1.14 Is wastewater applied to land? ❑ Yes ❑ No 4 SKIP to Item 1.16. 0 1.15 I Provide the land application site and discharge data requested below. eL Land Application Site and Discharge Data o Average Daily Volume Continuous or Location Size Applied Intermittent Eir? (check one) acres gpd El Continuous o ❑ Intermittent acres d 0 Continuous o gp ❑ Intermittent acres d ❑ Continuous A gp ❑ Intermittent to 3 1.16 Is effluent transported to another facility for treatment prior to discharge? o ❑ Yes ❑✓ No 4 SKIP to Item 1.21. 1.17 Describe the means by which the effluent is transported(e.g.,tank truck, pipe). 1.18 Is the effluent transported by a party other than the applicant? ❑ Yes E No 4 SKIP to Item 1.20. 1.19 Provide information on the transporter below. Transporter Data Entity name Mailing address(street or P.O.box) City or town State ZIP code Contact name(first and last) Title Phone number Email address EPA Form 3510-2A(Revised 3-19) Page 3 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 1.20 In the table below, indicate the name,address,contact information, NPDES number, and average daily flow rate of the receiving facility. Receiving Facility Data Facility name Mailing address(street or P.O.box) 0 City or town State ZIP code Contact name(first and last) Title Phone number Email address o NPDES number of receiving facility(if any) ❑ None a Average daily flow rate mgd ct 0 1.21 Is the wastewater disposed of in a manner other than those already mentioned in Items 1.14 through 1.21 that do not have outlets to waters of the United States(e.g., underground percolation,underground injection)? c ❑ Yes ❑ No 4 SKIP to Item 1.23. 1.22 Provide information in the table below on these other disposal methods. Information on Other Disposal Methods o Disposal Location of Size of Annual Average Continuous or Intermittent Method Disposal Site Disposal Site Daily Discharge (check one) ro Description Volume ❑ Continuous acres gpd ❑ Intermittent ❑ Continuous acres gpd 0 Intermittent 0 Continuous acres gpd 0 Intermittent 1.23 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(n)?(Check all that apply. d w Consult with your NPDES permitting authority to determine what information needs to be submitted and when.) C ElDischarges into marine waters(CWA ❑ Water quality related effluent limitation(CWA Section Section 301(h)) 302(b)(2)) ✓❑ Not applicable 1.24 Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works the responsibility of a contractor? ❑ Yes E No-*SKIP to Section 2. 1.25 , Provide location and contact information for each contractor in addition to a description of the contractor's operational and maintenance responsibilities. Contractor Information Contractor 1 Contractor 2 Contractor 3 o Contractor name (company name) Mailing address (street or P.O.box) City,state,and ZIP 15 code 0 Contact name(first and c last) Phone number Email address Operational and maintenance responsibilities of contractor EPA Form 3510-2A(Revised 3-19) Page 4 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 SECTION 2.ADDITIONAL INFORMATION(40 CFR 122.21(j)(1)and(2)) c Outfalls to Waters of the United States c 2.1 Does the treatment works have a design flow greater than or equal to 0.1 mgd? rn o ❑ Yes ❑ No -) SKIP to Section 3. 2.2 Provide the treatment works'current average daily volume of inflow Average Daily Volume of Inflow and Infiltration and infiltration. 3500 gpd Indicate the steps the facilityis takingto minimize inflow and infiltration. p Vanceboro monitors flow during rain events and continues to smoke test the system annually. 0 0 2.3 Have you attached a topographic map to this application that contains all the required information?(See instructions for • a specific requirements.) o O ❑r Yes El No E 2.4 Have you attached a process flow diagram or schematic to this application that contains all the required information? 3 ni O (See instructions for specific requirements.) u E Yes ❑ No 2.5 Are improvements to the facility scheduled? ❑ Yes E No 4 SKIP to Section 3. Briefly list and describe the scheduled improvements. 0 1. c E Q 2. E 0 0 3. w 4) d n 4. • 2.6 Provide scheduled or actual dates of completion for improvements. Scheduled or Actual Dates of Completion for Improvements Affected Attainment of Scheduled Begin End Begin Outfalls Operational 2 Improvement Construction Construction Discharge p Level (from above) (list outfall (MM/DD/YYYY) (MM/DD/YYYY) (MM/DD/YYYY) (MM/DD/YYYY) ) 1. 2. 3. 4. 2.7 Have appropriate permits/clearances concerning other federal/state requirements been obtained?Briefly explain your response. 0 Yes 0 No 0 None required or applicable Explanation: EPA Form 3510-2A(Revised 3-19) Page 5 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 SECTION 3.INFORMATION ON EFFLUENT DISCHARGES(40 CFR 122.21(j)(3)to(5)) 3,1 Provide the following information for each outfall.(Attach additional sheets if you have more than three outfalls.) Outfall Number 001 Outfall Number Outfall Number State North Carolina County Craven O City or town Vanceboro 0 Distance from shore N/A ft. ft. ft. Depth below surface N/A ft. ft. ft. 43 Average daily flow rate 0.132 mgd mgd mgd Latitude 35° 17' 42" N Longitude 77° 09' 00" w " 3.2 Do any of the outfalls described under Item 3.1 have seasonal or periodic discharges? o ❑ Yes 0 No 4 SKIP to Item 3.4, a+ 3.3 If so,provide the following information for each applicable outfall. s Outfall Number Outfall Number Outfall Number o Number of times per year 0 discharge occurs n Average duration of each discharge(specify units) Tri Average flow of each discharge mgd mgd mgd co Months in which discharge occurs 3.4 Are any of the outfalls listed under Item 3.1 equipped with a diffuser? ❑ Yes 0 No+ SKIP to Item 3.6. 3.5 Briefly describe the diffuser t pe at each applicable outfall. Q. Outfall Number Outfall Number Outfall Number U, _ o vi 3.6 Does the treatment works discharge or plan to discharge wastewater to waters of the United States from one or more discharge points? w ❑ Yes ❑ No+SKIP to Section 6. EPA Form 3510-2A(Revised 3-19) Page 6 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 3.7 Provide the receiving water and related information (if known)for each outfall. Outfall Number Outfall Number Outfall Number Receiving water name Swift Creek Name of watershed,river, or stream system Neuse U.S.Soil Conservation tn Service 14-digit watershed o code Name of state Middle Neuse management/river basin rn U.S. Geological Survey 8-digit hydrologic 03020202 re cataloging unit code Critical low flow(acute) cfs cfs cfs Critical low flow(chronic) cfs cfs cfs Total hardness at critical mg/L of mg/L of mg/L of low flow CaCO3 CaCO3 CaCO3 3.8 Provide the following information describing the treatment provided for discharges from each outfall. Outfall Number °°1 Outfall Number Outfall Number Highest Level of 0 Primary ❑ Primary E Primary Treatment(check all that ❑ Equivalent to E Equivalent to ❑ Equivalent to apply per outfall) secondary secondary secondary O Secondary 0 Secondary 0 Secondary O Advanced 0 Advanced 0 Advanced 0 Other(specify) 0 Other(specify) 0 Other(specify) o Tertiary a Design Removal Rates by Outfall d BOD5 or CBOD5 90 TSS 90 % 0 Not applicable 0 Not applicable 0 Not applicable Phosphorus 0/0 0 Not applicable 0 Not applicable 0 Not applicable Nitrogen Other(specify) 0 Not applicable 0 Not applicable 0 Not applicable 0/0 EPA Form 3510-2A(Revised 3-19) Page 7 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 1 3.9 Describe the type of disinfection used for the effluent from each outfall in the table below. If disinfection varies by season,describe below. CD Vanceboro uses gas chlorination followed by a contact chamber and dechlorination. 0 c.) a Outfall Number 001 Outfall Number Outfall Number Disinfection type Chlorine tff 61 Seasons used Dechlorination used? ❑ Not applicable ❑ Not applicable D Not applicable El Yes ❑ Yes ❑ Yes ❑ No ❑ No ❑ No 3.10 Have you completed monitoring for all Table A parameters and attached the results to the application package? El Yes El No 3.11 Have you conducted any WET tests during the 4.5 years prior to the date of the application on any of the facility's discharges or on any receiving water near the discharge points? ❑ Yes ElNo 4 SKIP to Item 3.13. 3.12 Indicate the number of acute and chronic WET tests conducted since the last permit reissuance of the facility's discharges by outfall number or of the receiving water near the discharge points. Outfall Number Outfall Number Outfall Number Acute Chronic Acute Chronic Acute Chronic Number of tests of discharge water Number of tests of receiving water 3.13 Does the treatment works have a design flow greater than or equal to 0.1 mgd? co ❑✓ Yes ❑ No 4 SKIP to Item 3.16. 0 3,14 Does the POTW use chlorine for disinfection,use chlorine elsewhere in the treatment process,or otherwise have 07 reasonable potential to discharge chlorine in its effluent? El Yes 4 Complete Table B,including chlorine. ❑ No 4 Complete Table B,omitting chlorine. -5 3.15 Have you completed monitoring for all applicable Table B pollutants and attached the results to this application package? ❑✓ Yes ❑ No 3.16 Does one or more of the following conditions apply? • The facility has a design flow greater than or equal to 1 mgd. • The POTW has an approved pretreatment program or is required to develop such a program. • The NPDES permitting authority has informed the POTW that it must sample for the parameters in Table C, must sample other additional parameters(Table D),or submit the results of WET tests for acute or chronic toxicity for each of its discharge outfalls(Table E). Yes .4 Complete Tables C, D,and E as ❑ applicable. ❑ No 4 SKIP to Section 4. 3.17 Have you completed monitoring for all applicable Table C pollutants and attached the results to this application package? ❑ Yes ❑ No 3.18 Have you completed monitoring for all applicable Table D pollutants required by your NPDES permitting authority and attached the results to this application package? ❑ Yes ❑ No additional sampling required by NPDES permitting authority. EPA Form 3510-2A(Revised 3-19) Page 8 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 3.19 Has the POTW conducted either(1)minimum of four quarterly WET tests for one year preceding this permit application or(2)at least four annual WET tests in the past 4.5 years? ❑ Yes ❑ No 4 Complete tests and Table E and SKIP to Item 3.26. 3.20 Have you previously submitted the results of the above tests to your NPDES permitting authority? ❑ Yes ❑ No+Provide results in Table E and SKIP to Item 3.26. 3.21 Indicate the dates the data were submitted to your NPDES permitting authority and provide a summary of the results. Date(s)Submitted Summary of Results (MM/DD/YYYY) C, m c ra 3.22 Regardless of how you provided your WET testing data to the NPDES permitting authority,did any of the tests result in toxicity? �' ❑ Yes ❑ No 4 SKIP to Item 3.26. 3.23 Describe the cause(s)of the toxicity: c a) w 3.24 Has the treatment works conducted a toxicity reduction evaluation? ❑ Yes ❑ No 4 SKIP to Item 3.26. 3.25 Provide details of any toxicity reduction evaluations conducted. 3.26 Have you completed Table E for all applicable outfalls and attached the results to the application package? ❑ Yes ❑ Not applicable because previously submitted information to the NPDES .ermittin. authorit . SECTION 4.INDUSTRIAL DISCHARGES AND HAZARDOUS WASTES(40 CFR 122.21(j)(6)and(7)) 4.1 Does the POTW receive discharges from SIUs or NSCIUs? ❑ Yes ❑✓ No 4 SKIP to Item 4.7. w 4.2 Indicate the number of SIUs and NSCIUs that discharge to the POTW. Number of SIUs Number of NSCIUs N O 2 4.3 Does the POTW have an approved pretreatment program? _ ❑ Yes ❑ No F, 4.4 Have you submitted either of the following to the NPDES permitting authority that contains information substantially identical to that required in Table F:(1)a pretreatment program annual report submitted within one year of the application or(2)a pretreatment program? ❑ Yes ❑ No 4 SKIP to Item 4.6. 0 o 4.5 Identify the title and date of the annual report or pretreatment program referenced in Item 4.4.SKIP to Item 4.7. U) c 4.6 Have you completed and attached Table F to this application package? ❑ Yes ❑ No EPA Form 3510-2A(Revised 3-19) Page 9 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 4.7 Does the POTW receive,or has it been notified that it will receive, by truck,rail,or dedicated pipe,any wastes that are regulated as RCRA hazardous wastes pursuant to 40 CFR 261? ❑ Yes ❑ No + SKIP to Item 4.9. 4.8 If yes, provide the following information: Annual Hazardous Waste Waste Transport Method Amount of Units Number (check all that apply) Waste Received ❑ Truck ❑ Rail 3 ❑ Dedicated pipe ❑ Other(specify) 0 0 d ❑ Truck ❑ Rail ❑ Dedicated pipe ❑ Other(specify) 0 El Truck ❑ Rail co ❑ Dedicated pipe ❑ Other(specify) cv Cf s4.9 Does the POTW receive,or has it been notified that it will receive,wastewaters that originate from remedial activities, including those undertaken pursuant to CERCLA and Sections 3004(7)or 3008(h)of RCRA? ❑ Yes 0 No 4 SKIP to Section 5. TA 4.10 Does the POTW receive(or expect to receive)less than 15 kilograms per month of non-acute hazardous wastes as c specified in 40 CFR 261.30(d)and 261.33(e)? ❑ Yes 4 SKIP to Section 5. ❑ No 4.11 Have you reported the following information in an attachment to this application:identification and description of the site(s)or facility(ies)at which the wastewater originates;the identities of the wastewater's hazardous constituents;and the extent of treatment,if any,the wastewater receives or will receive before entering the POTW? ❑ Yes ❑ No SECTION 5.COMBINED SEWER OVERFLOWS(40 CFR 122.21(j)(8)) 5.1 Does the treatment works have a combined sewer system? ❑ Yes 0 No 4SKIP to Section 6. 5.2 Have you attached a CSO system map to this application?(See instructions for map requirements.) ❑ Yes ❑ No 0 5.3 Have you attached a CSO system diagram to this application?(See instructions for diagram requirements.) cn c� ❑ Yes El No EPA Form 3510-2A(Revised 3-19) Page 10 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 5.4 For each CSO outfall,provide the following information. (Attach additional sheets as necessary.) CSO Outfall Number CSO Outfall Number CSO Outfall Number City or town 0 •9- State and ZIP code c.a N o County o Latitude " 0 U Longitude " " Distance from shore ft. ft. ft. Depth below surface ft. ft. ft. 5.5 Did the POTW monitor any of the following items in the past year for its CSO outfalls? CSO Outfall Number CSO Outfall Number CSO Outfall Number Rainfall 0 Yes ❑ No ❑ Yes 0 No 0 Yes ❑ No a) a O CSO flow volume ❑ Yes 0 No ❑ Yes ❑ No ❑ Yes ❑ No c O CSO pollutant m ❑ Yes 0 No 0 Yes 0 No ❑ Yes ❑ No o concentrations cn 0 Receiving water quality ❑ Yes 0 No 0 Yes ❑ No ❑ Yes ❑ No CSO frequency 0 Yes ❑ No ❑ Yes ❑ No ❑ Yes El No Number of storm events ❑ Yes ❑ No 0 Yes ❑ No ❑ Yes ❑ No 5.6 Provide the following information for each of your CSO outfalls. CSO Outfall Number CSO Outfall Number CSO Outfall Number Number of CSO events in events events events -. the past year ca a .= Average duration per hours hours hours d event CI or CIEstimated CIActual or❑ Estimated ❑Actual or❑ Estimated `u million gallons million gallons million gallons o Average volume per event en El Actual or❑ Estimated ❑Actual or 0 Estimated ❑Actual or❑ Estimated Minimum rainfall causing inches of rainfall inches of rainfall inches of rainfall a CSO event in last year El Actual or❑ Estimated El Actual or 0 Estimated 0 Actual or 0 Estimated EPA Form 3510-2A(Revised 3-19) Page 11 EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP OMB No.2040-0004 5.7 Provide the information in the table below for each of your CSO outfalls. CSO Outfall Number CSO Outfall Number CSO Outfall Number Receiving water name i Name of watershed/ H stream system d U.S.Soil Conservation 0 Unknown 0 Unknown 0 Unknown Service 14-digit watershed code '> (if known) 0 Name of state d ye management/river basin cnU.S. Geological Survey 0 Unknown 0 Unknown 0 Unknown 8-Digit Hydrologic Unit Code(if known) Description of known water quality impacts on receiving stream by CSO (see instructions for exam.les SECTION 6.CHECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and(d)) 6.1 In Column 1 below,mark the sections of Form 2A that you have completed and are submitting with your application.For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that not all applicants are required to provide attachments. Column 1 Column 2 Section 1: Basic Application Information for All Applicants ❑ w/variance request(s) 0 w/additional attachments ❑ Section 2:Additional 0 w/topographic map ❑✓ w/process flow diagram Information 0 w/additional attachments 0 w/Table A ❑r w/Table D ❑ Section 3: Information on 0 w/Table B ❑ wl Table E c Effluent Discharges E 0 w/Table C 0 wl additional attachments co Section 4: Industrial 0 w/SIU and NSCIU attachments 0 w/Table F et") ❑ Discharges and Hazardous Wastes :r. ❑ w/additional attachments F. ❑ Section 5:Combined Sewer ❑ w/CSO map ❑ w/additional attachments -c Overflows c Elw/CSO system diagram 0 Section 6:Checklist and 0 w/attachments co Certification Statement U) Y 6.2 Certification Statement U C) 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. Name(print or type first and last name) Official title Chat( 'gfC64 u0 K/10 c�\l Si nature ADate signed Via 16(1.* I EPA Form 3510-2A(Revised 3-19) Page 12 EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP 001 0MB No.2040-0004 TABLE A.EFFLUENT PARAMETERS FOR ALL POTWS Maximum Daily Discharge Average Daily Discharge Analytical ML or MDL Pollutant Value Units Value Units NSamplesf Method1 (include units) Biochemical oxygen demand o ML ID BODE or❑CBOD5 7.5 mg/L 0.70 mg/L 52 5210B-16 2 mg/L 0 MDL (report one) ML Fecal coliform 691 cfu/100 ml 7.78 cfu/100 ml 52 IDEXX 1 cfu/too El MDL Design flow rate 0.30 MGD 0.132 MGD Continuous pH(minimum) 6.81 su pH(maximum) 7.98 su Temperature(winter) 10.1 deg c 18.6 deg c 250 Temperature(summer) 28.3 deg c 27.7 deg c 250 0 ML Total suspended solids(TSS) 26.0 mg/L 5.93 mg/L 52 SM 2540 D-2015 2.5 mg/L ❑MDL 1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I,subchapter N or O.See instructions and 40 CFR 122.21(e)(3). EPA Form 3510-2A(Revised 3-19) Page 13 EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP 001 OMB No.2040-0004 TABLE B.EFFLUENT PARAMETERS FOR ALL POTWS WITH A FLOW EQUAL TO OR GREATER THAN 0.1 MGD Maximum Daily Discharge Average Daily Discharge Pollutant Analytical ML or MDL Value Units Value Units Number of Methods (include units) Samples 0 ML Ammonia(as N) 8.62 mg/L 1.24 mg/L 52 350.1 R2-93 0.1 mg/L 0 MDL Chlorine 0.0 u /L 0.0 u /L 104 4500-CI F-2011 20 u /L �ML (total residual,TRC)2 g g g O MDL 0 ML Dissolved oxygen 10.5 mg/L 8.47 mg/L 52 4500-0 G-2016 0.1 mg/L O MDL LI ML Nitrate/nitrite 17.28 mg/L 13.99 mg/L 24 300.1 R1-97 0.1 mg/L O MDL ML Kjeldahl nitrogen 3.32 mg/L 2.28 mg/L 24 350.1 R2-93 0.1 mg/L 0 MDL 0 ML Oil and grease N/A N/A N/A N/A N/A N/A N/A MDL Phosphorus 0.72 mg/L 0.44 mg/L 12 365.4-74 0.3 mg/L ❑MDL 0 ML Total dissolved solids N/A N/A N/A N/A N/A N/A N/A ❑MDL 1 Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3). 2 Facilities that do not use chlorine for disinfection,do not use chlorine elsewhere in the treatment process,and have no reasonable potential to discharge chlorine in their effluent are not required to report data for chlorine. EPA Form 3510-2A(Revised 3-19) Page 15 EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19 110009719689 NC0031828 Vanceboro WWTP 001 OMB No.2040-0004 TABLE D.ADDITIONAL POLLUTANTS AS REQUIRED BY NPDES PERMITTING AUTHORITY Maximum Daily Discharge Average Daily Dischar e Pollutant Analytical ML or MDL (list) Value Units Value Units Number of Methods (include units) Samples ❑ No additional sampling is required by NPDES permitting authority. ❑ML Total Nitrogen 19.55 mg/L 16.27 mg/L 24 Calculated N/A ❑MDL ML Mercury 1.7 ng/L 1.7 ng/L 1 EPA1631E 0.5 ng/L p MDL ❑ML ❑MDL ❑ML ❑MDL ❑ML ❑MDL ❑ML O MDL ❑ML ❑MDL ❑ML ❑MDL 0 ML ❑MDL 0 ML ❑MDL ❑ML ❑MDL ❑ML ❑MDL ❑ML 0 MDL ❑ML ❑MDL ❑ML ❑MDL ❑ML ❑MDL ❑ML ❑MDL s Sampling shall be conducted according to sufficiently sensitive test procedures(i.e.,methods)approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or required under 40 CFR chapter I,subchapter N or 0.See instructions and 40 CFR 122.21(e)(3). EPA Form 3510-2A(Revised 3-19) Page 23 • y� ,.1• ,Ese� • ••. . _ _ _ J / /' o I. ernes - Cem ' 4, iL --- 1• 1 - _ • eft / j • Cem .- I /- •. 7 �'/' fis..•*• `I. , \..., • . _. _, .. ... ..... i : �Fren Lee . • • Vanceboro 1yi * ' X. j , L _ rr • j ilft:., 1.........% • • � s- Outfall t . ' / Mempnel GIttl• `. 17 . Iv -- -`'1 ;'-J- . , C�„ , 3 • 1 - lr A17 \\\......_.„_______...._... ......,>. .- \ a , \ . 1 � _ _ —, ' —>ssc v* j._ .:...r.• •1 I t • •/ n Sanap t ", t h •( i t (� l ,• Copyright'C�2013 National Geographic'Society i-cubed i• �4 1 Town of Vanceboro N ----. - _ _ Vanceboro WWTP NPDES Permit NC0031828 Facility Location - Receiving Stream:Swift Creek Stream Class:C;Sw, NSW scale not shown Stream Segment: 27-97-(0.5) Sub-Basin#:03-04-09 River Basin: Neuse HUC:0302020205 SCALE USGS Quad:Vanceboro County:Craven 1:24,000 35.29500°,-77.15000° ALUM /POLYMER 1 BUILDING nSLUDGE TRANSFER 1 1 PUMP AVG Flow SLUDGE DRYING BEDS ("1 5) 1:1" 1 STATION #1 0.136 MGD 15 AEROBIC DIGESTER 11 12 y ,qa #5 i1 i AVG Flow f Cl,/SO, FEED 0.068 MGD BUILDING F 0,125 j#26 l27B19 ; � — CHLORINATION C a8 a1\--ik r BUILDING ; l£ AVG Flow AVG Flow A-- 0.068 MGD SECONDARY c36 :D#I CLARIFIER #1 * rq'WV na.,rrrta £FFL UEN T 1 . 30 +— C � PUMP STATION —__-1 yr —� d Jt vN L, r 32 1 9. t0 C LORINE _J/ 13RETURNw NTACT Lij7f1701i— A ` SLUDGE PUMP PRELIMINARY SPLITTER AVG Flow STATION y1 TREATMENT 5" n 1�_ -- 0.068 MGD ,t 1 TERTIARY swwtx A -_____ L FILTER J/1 ^I 5.""''''' � — { < < 111111B111111111111ID ? a POST AERATION ru_ rw —. "—ice{# ,t is; f • j//�% ir.4SCADf TYPE) ati •^� AVG Flow r OXIDATION 1 e DITCH z I' �' —� 0.034 MGD a _ a r) .13 I B 30I )TK1 FI�TfR /2 �� : AEROBIC DIGESTER /2 J ` O - °�19 - Q1 ® REIURN LEGEND 3� T .i J SLUDGE 3a 35 CLARIFIER #3 PUMP FLOW THROUGH PIPING STATION #2 SLUDGE PIPING I ao DRAIN PIPING SLUDGE TRANSFER--►( ill PUMP STATION ,�2 e 4t 42 I CHEMICAL PIPING -- --- LI 170 I WA 7FR PIPINC Vanceboro WWTP 0 & M Manual 12/94 Design Influent Characteristics BOD5 240 mg/I Min. Temperature = 10°C TSS 240 mg/I Max. Temperature = 28°C NH3 as N 25 mg/1 TKN 40 mg/1 Phosphorus 8 mg/1 Design Effluent Characteristics Winter Summer BOD5 10.0 mg/1 5.0 mg/1 TSR 30.0 mg/I 30.0 mg/I DO 6.0 mg/1 minimum 6.0 mg/1 minimum NH3 as N 3.6 mg/1 2.0 mg/1 Phosphorus 2.0 mg/1 2.0 mg/1 Fecal Coliform 200.0/100 ml 200.0/100 ml 1.5 BRIEF DESCRIPTION OF UNIT OPERATIONS An overall plan of the plant layout and yard piping is shown in Figures 1.5-1 and 1.5-2. 1.5.1 Preliminary Treatment This structure includes two manual bar screens, and two grit removal chambers. The primary purpose of the bar screen is to remove rags, sticks and large solids. The primary purpose of the grit removal chamber is to remove grit and sand. This lessens the wear on the sludge collecting and pumping equipment that follows. The influent , wastewater flow is monitored at the end of the preliminary treatment as it prepares to enter the stilling well and influent sampler. 1.5.2 Influent Monitoring Measurement of the plant influent occurs just prior to the proportional weir at preliminary treatment. A flow sensor transmits signals to the influent sampler located near the preliminary treatment stilling well. Flow sensing activates the influent composite sampler. The sampler, which includes a self- contained refrigerator, also may be controlled by an integral time clock. 1.5.3 Influent Flow Splitter Box This structure receives the flow from the preliminary treatment unit and divides the flow into two separate "trains" through the WWTP. Oxidation Ditch No. 2 and Clarifiers No. 2 and No. 3, of the original treatment train, will be utilized to handle 2/5 1101 1.0 - 4 Vanceboro WWTP 0 & M Manual 12/94 of the plant flow. The two weirs which split the flows are sized to handle the entire plant peak flow. Therefor e, either weir can be closed (or valve 4 or 5), allowing all flow through the opposite side. 1.5.4 Oxidation Ditches The dual oxidation ditches are the work horses of the treatment process. Here, a culture of microorganisms utilize the organic material (mostly soluble)'as a food source. The bacteria convert organics into water, carbon dioxide, and biomass (sludge). Oxidation Ditch No. 2, of the original treatment train, also contains Aerobic Digestor No. 2. 1.5.5 Alum Feed System The alum feed system is used to remove phosphorus from the plant effluent. Alum is fed prior to the clarifiers to react with phosphorus and cause it to settle out of the wastewater stream. 1.5.6 Clarifiers In the clarifiers, the biomass is separated from the water by quiescent settling. After settling, the biomass or sludge is then returned to the oxidation ditch or wasted to the aerobic digestor. Returned sludge is necessary to maintain a high population of microorganisms in the oxidation ditches. 1.5.7 Tertiary Filters The tertiary filters are packaged treatment units designed to further treat 0.25 mgd of secondary treated wastewater. The clarifier supernatant is filtered at these units. 1.5.8 Chlorination System The clarified water from the clarifiers is chlorinated after the tertiary filter. The removal (killing) of fecal coliform by post chlorination is directly proportional to the concentration of chlorine and the time of contact. A chlorine solution from the Chlorination Building is injected directly into the treated wastewater. Contact time is accomplished within the Chlorine Contact Chamber. The contact time provides the time necessary for the chlorine to be effectively used prior to entering the receiving stream. 1.5.9 Effluent Flow Meter/Chlorine Contact Chamber This unit contains a parshall flume and ultrasonic flowmeter for measurement of the effluent flow. After flow measurement, the effluent is detained approximately 30 minutes for chlorine contact. The original chlorine contact chamber and effluent flow meter have been taken out of service. 1.5.10 Dechlorination System Sulfur Dioxide is diffused in the wastewater to remove all chlorine residuals after chlorine contact. Dechlorination is instantaneous upon introduction of sulfur dioxide at the exit of the chlorine contact chamber. 1.5.11 Effluent Pump Station This station receives all flows from the WWTP and transports it to the Post Aeration Unit. The station is equipped with two 521 GPM submersible pumps. The pumps are float controlled. 1101 1.0 - 5 Vanceboro WWTP 0 & NI Manual 12/94 1.5.12 Post Aeration Unit Dissolved oxygen is added to the effluent from the atmosphere through the cascading action of this unit. As the water tumbles over step after step, air enters the turbulent flow of liquid. The original post aeration basin has been taken out of service. 1.5.13 Sampler System Automatic composite influent and effluent samplers are provided to take samples of the raw and treated wastewater for laboratory testing. • 1.5.14 Inverted Siphon at Maul Swamp The inverted siphon enables the effluent to pass under Maul Swamp on its way to the new Swift Creek discharge point. The effluent flows down and back up again by the hydraulic head in the upstream manhole. The inverted siphon consists of double 6" polyethylene pipes. 1.5.15 Return Sludge Pump Stations The return sludge pump stations deliver sludge from the clarifiers to the oxidation ditches. These stations also can waste sludge to the digesters. 1.5.16 Sludge Transfer Pump Stations The sludge transfer pump stations are provided to accomplish a variety of activities including transfer of digested sludge to drying beds, return of filter backwash to aeration, return of drying bed filtrate to aeration and transfer of digester supernatant to aeration. System The polymer feedsystem adds polymer solution to the digested 1.5.17 Polymer Feed S s p y po} g Y Y sludge from Sludge Transfer Station No. 1 to aid in dewatering of the sludge in the drying beds. 1.5.18 Aerobic Digester The aerobic digesters are provided to aerobically digest and gravity thicken the waste sludge prior to transporting from the digester to the sludge drying beds by the sludge transfer pump station. 1.5.19 Sludge Drying Beds The sludge drying beds are provided to dewater digested sludge. 1.5.20 Lab and Maintenance Building This building contains the office and workshop facilities from which the WWTP is operated. A restroom is also located in this building. A remote alarm dialer system which monitors the local plant alarm system when the plant is not manned is located in the building. 1101 1.0 - 6