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Home My WebLink AboutNC0081825_Permit Renewal_20130904AwA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder Govemor Director John E. Skvarla, III Secretary September 4, 2013 MEMORANDUM To: Jeff Poupart Point Source Branch Program Supervisor Through: Belinda Henson, Water Quality Regional Supervisor Fayetteville Regional Office From: Hughie White, Environmental Specialist%� Fayetteville Regional Office SUBJECT: Minor NPDES Permit Renewal Town of Ansonville Ansonville WWTP NPDES Permit No. NC 0081825 Anson County Please find below, regional comments for the subject minor permit renewal. Applicant is not requesting modification of the facility or increasing flow at this time. A rating sheet is not attached as no modifications were made to this facility during the previous permit cycle. A review of compliance data revealed several minor BOD, Fecal Coliform and pH violations for 2012- 2013. Based on the previous NPDES Compliance Inspection, there are no outstanding repairs or modifications of the treatment works necessary at this time. No special conditions, limitations, or monitoring is suggested at this time. Based on the above information, the Fayetteville Regional Office recommends reissuance in keeping with the current basin wide strategy. Cc: Central.Files FROEles';`(1VIB), 225 Green Street— Suite 714 — Fayetteville, North Carolina 28301-5095 Phone: 910-433-3300 \ FAX: 910-486-0707 \ Customer Service 1-877-623-6748 Internet: www.ncwaterquality.orq An Equal Opportunity'AffirmafiveAction Employer MONITORING REPORT(MR) VIOLATIONS for: r 7. ,may.« G008$5': ,INFseetvee PERMIT: NC0081825 FACILITY: Town of Ansonville - Ansonville WWTP COUNTY: Anson Report Date: 09/03/13 Page: 1 of 2 REGION: Fayetteville Limit Violation MONITORING OUTFALL / REPORT PPI LOCATION 08 -2012 001 Effluent 06 -2013 001 Effluent 07 -2013 001 Effluent 05 -2012 001 Effluent 08 -2012 001 Effluent 08 -2012 001 Effluent 12 -2012 001 Effluent 12 -2012 001 Effluent 01-2013 001 Effluent 04 -2013 001 Effluent 06 -2013 001 Effluent 06 -2013 001 Effluent 07 -2013 001 Effluent 02-2012 001 PARAMETER BOD, 5-Day (20 Deg. C) - Concentration BOD, 5-Day (20 Deg. C) - Concentration BOD, 5-Day (20 Deg. C) - Concentration Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Coliform, Fecal MF, M-FC Broth,44.5C Solids, Total Suspended - Concentration Effluent pH VIOLATION DATE FREQUENCY 08/25/12 Weekly 06/22/13 Weekly 07/27/13 Weekly 05/12/12 Weekly 08/11/12 Weekly 08/18/12 Weekly. 12/01/12 Weekly 12/15/12 Weekly 01/12/13 Weekly 04/20/13 Weekly 06/08/13 Weekly 06/22/13 Weekly 07/27/13 Weekly 02/09/12 Weekly UNIT OF MEASURE CALCULATED LIMIT VALUE A OVER LIMIT mg/I 45 70.8 57.33 mg/I 45 71.4 58.67 mg/1 45 61.9 37.56 #/100m1 400 6,000 1,400 #/100m1 400 6,000 1,400 #/100m1 400 6,000 1,400 #/100m1 400 6,000 1,400 #/100m1 400 790 97.5 #/100m1 400 440 10 #/10om1 400 550 37.5 #/100m1 400 580 45 #/100m1 400 6,000 1,400 mg/I 1 45 88 95.56 su 6 5.8 3.33 VIOLATION TYPE Weekly Average Exceeded VIOLATION ACTION Proceed to Enforcement Case Weekly Average Exceeded _ None Weekly Average Exceeded None Weekly Geometric Mean Proceed to Exceeded Enforcement Case Weekly Geometric Mean Proceed to Exceeded Enforcement Case Weekly Geometric Mean Proceed to Exceeded Enforcement Case Weekly Geometric Mean Proceed to Exceeded Enforcement Case Weekly Geometric Mean Proceed to Exceeded Weekly Geometric Mean Exceeded Weekly Geometric Mean Exceeded Weekly Geometric Mean Exceeded Weekly Geometric Mean Exceeded Enforcement Case None None .None None Weekly Average Exceeded None _ Daily Minimum Not Reached Proceed to NOD MONITORING REPORT(MR) VIOLATIONS for: PERMIT: NC0081825 FACILITY: Town of Ansonville - Ansonville WWTP COUNTY: Anson Report Date: 09/03/13 Page: 2 of 2 wit ' 3 4 E' i ;iit'; ik..r v�l �a#eory!?ES,E�1G(iv REGION: Fayetteville Limit Violation MONITORING OUTFALL / VIOLATION - UNIT OF CALCULATED REPORT PPI LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE % OVER LIMIT VIOLATION TYPE VIOLATION ACTION 03 -2013 001 Effluent pH 03/19/13 Weekly su 6 5.9 1.67 Daily Minimum Not Reached None 03 -2013 001 ' Effluent pH 03/26/13 Weekly su 6 5.5 .8.33 Daily Minimum Not Reached None 05 -2013 001 Effluent pH 05/07/13 Weekly su' 6 5.8 3.33 Daily Minimum Not Reached None NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder Governor Director ' July 31st 2013 Town of Ansonville WWTP P.O. Box 437 Ansonville NC, 28007 Subject: Receipt of permit renewal application NPDES Permit NC0081825 Anson County DENR-FRO AUG 0 9 2013 fANQ John E. Skvarla, III Secretary Dear Mayor Lyndell Ingram, - The NPDES Unit received your permit renewal application on August 5th 2013. This permit renewal has been assigned Jackie Nowell (919-807-6386) who will contact you if any additional information is required to complete your permit renewal. Due to current backlog, you should continue to operate under terms of your current permit, until a new permit is issued. If you have any questions, please contact the assigned permit writer. Sinc rely, Jeff Po art . Point Source Branch Program Supervisor IV Cc: Central Files Fayetteville Regional Office NPDES Unit 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919.807-63001 Fax: 919-807-6492 Internet: www.ncwaterouality.org An Equal OpportunitytAffirmative Action Employer FACILITY NAME AND PERMIT NUMBER: Town of Ansonville VVVVTP, NC0081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Yadkin PeeDee FORM= 2A N '",F"O'F�iV1��2AA�P:PL"I'C�►T'i� � O'N OVERVI:E�W `: - -- NPDES APPLICATION OVERVIEW 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. E. 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. F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges and RCRA/CERCLA Wastes). SIUs 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. G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer Systems). I @@ ly ALL APPLICANTS .MUSti'do - TE P ' ,C;(CERTIFICATI.ON). _-. 1 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. nLt opy U� 20.1,3 DENRWT j POINT SO��R 0 H FACILITY NAME AND PERMIT NUMBER: Town of Ansonville WWTP, NC0081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: , Yadkin PeeDee .BASIC:APPLICATIOWINF:ORMATION; ',PART A. -:BASIC' APPLICATION, INFORMATION FOR�ALL-APPLICANTS" All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet. A.1. Facility Information. Facility Name Town of Ansonville WWTP Mailing Address P.O. Box 437 Ansonville North Carolina 28007 Contact Person Buddy Waddeii Title ORC Telephone Number (704) 695-6319 Facility Address NCSR 1627 East of Ansonville ( Pinkston River Road) (not P.O. Box) Ansonville. North Carolina 28007 A.2. Applicant Information. If the applicant is different from the above, provide the following: Applicant Name Mayor Lundell Ingram Mailing Address P.O. Box 437 Ansonville. North Carolina 28007 Contact Person Bubby Waddell Title ORC Telephone Number (704) 695-6319 Is the applicant the owner or operator (or both) of the treatment works? ® owner ❑ operator Indicate whether correspondence regarding this permit should be directed to the facility or the applicant. ® facility 0 applicant A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works (include state -issued permits). NPDES NC0081825 PSD UIC Other Collection System WQCS00026 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 Ansonville 607 Gravity, w/ 7 Sewer Lift Stations Municipal Total population served 607 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22 FACILITY NAME AND PERMIT NUMBER: Town of Ansonville WWTP, NC0081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Yadkin PeeDee A.5. 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 12th month of "this year" occurring no more than three months prior to this application submittal. a. Design flow rate .120 mgd Two Years Ago 2010 Last Year 2011 This Year 2012 b. Annual average daily flow rate .071 .0468 .02813 c. Maximum daily flow rate .27 (08/10) 0.064 (3/11) . 033(6/12) 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. El Separate sanitary sewer 100 ❑ Combined storm and sanitary sewer % A.8. 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 ii. Discharges of untreated or partially treated effluent iii. Combined sewer overflow points 1 0 0 iv. Constructed emergency overflows (prior to the headworks) 0 v. Other 0 0 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.? 0 Yes If yes, provide the following for each surface impoundment: Location: IZ No Annual average daily volume discharge to surface impoundment(s) mgd Is discharge 0 continuous or 0 intermittent? c. Does the treatment works land -apply treated wastewater? ❑ Yes El 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 0 continuous or 0 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 3 of 22 FACILITY NAME AND PERMIT. NUMBER: Town of Ansonvilie WWTP, NC0081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Yadkin PeeDee e. 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). Tank Truck If transport is by a party other than the applicant, provide: Transporter Name Tim's Septic Tank Mailing Address 76 (vtcLaurin Road Wadesboro, North Carolina 28170 Contact Person Tim Hildrith Title Owner Telephone Number 1704) 851-3926 For each treatment works that receives this discharge provide the following: Name Anson County Wastewater Treatment Plant Mailing Address Hollywood Drive Wadesboro• North Carolina 28170 Contact Person Leon Gatewood Title ORC Telephone Number (704) 848-4849 If known, provide the NPDES permit number of the treatment works Provide the average daily flow rate from the treatment works into Does the treatment works discharge or dispose of its wastewater in A.8. through A.8.d above (e.g., underground percolation, well If yes, provide the following for each disposal method: that receives this discharge the receiving facility. .000357 mgd in a manner not included injection): ❑ Yes ® No 1 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 4 of 22 FACILITY NAME AND PERMIT NUMBER: Town of Ansonville VVVVTP, NC0081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Yadkin PeeDee WASTEWATER DISCHARGES: If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through which effluent is discharged. Do not include information on combined sewer overflows In this section. If you answered "No" to question A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd." A.9. Description of Outfall. a. Outfall number 01 b. Location Ansonville. North Carolina 28007 (City or town, if applicable) (Zip Code) Anson NC (County) (State) 35'06'55" 80'04'114" (Latitude) (Longitude) c. Distance from shore (if applicable) 00' ft. d. Depth below surface (if applicable) surface ft. e. Average daily flow rate .028 (2012) mgd f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes El No (go.to A.9.g.) If yes, provide the following information: Number f times per year discharge occurs: Average duration of each discharge: Average flow per discharge: mgd Months in which discharge occurs: g. Is outfall equipped with a diffuser? 0 Yes ® No A.10. Description of Receiving Waters. a. Name of receiving water Pee Dee River b. Name of watershed (if known) 30710 United States Soil Conservation Service 14-digit watershed code (if known): c. Name of State Management/River Basin (if known): PeeDee 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 5 of 22 FACILITY NAME AND PERMIT NUMBER: Town of Ansonville MiVTP, N00081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Yadkin Pee Dee A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. ❑ Primary ® Secondary ❑ Advanced 0 Other. Describe: b. Indicate the following removal rates (as applicable): Design BOD5 removal or Design CBOD5 removal 85 % Design SS removal 85 oh Design P removal 0 % Design N removal 0 % Other NA NA % c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe: Chlorine/ De -chlorination If disinfection is by chlorination is dechlorination used for this outfall? [21 Yes 0 No Does the treatment plant have post aeration? 0 Yes ® 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. 01 PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE Value Units Value Units - Number of Samples pH (Minimum)'12 6.9 s.u. pH (Maximum)'12 7.6 s.u. � �..,; Flow Rate, 2012 .037 MGD .028 MGD 365 Temperature (Winter)1/12 12.19 C 12.1 C 24 Temperature (Summer)8/12 25.48 C 24.96 C 24 * For pH please report a minimum and a maximum daily value POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE ANALYTICAL METHOD MLIMDL Conc. Units Conc. Units Number of Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN DEMAND (Report one)2007 BOD5 10.8 MG/L 4.53 MG/L 52 SM5210B CBOD5 FECAL COLIFORM 6000 #/100mI 8.5 #/100 52 SM9222D TOTAL SUSPENDED SOLIDS (TSB) 13.7 MG/L 4.3 MG/L 52 SM2540D --END'OF-PART:A:-, . REFER=TO`.THEAPPLICATION OVERVIEW (PAGE=1.)'TO, DETERMINE. WHICH-: OTHER- PARTS , . rOF FORM 2A_YOWMUSr COMPLETE ' EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22 FACILITY NAME AND PERMIT NUMBER: Town of Ansonville WWTP, NC0081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Yadkin • BASIC -APPLICATIONS INFORMATION'; - PART-B.. ADDITIONAL APPLICATION,INFORMATION, FOR'APPLICANTS>WITH_ A D- ESIGN'FLOWGREATER THAN OR ,EQUAL:TO 01 MGD (1;00;)00;gallonsd,per, ;day).:.;; ; 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 <1000 gpd that flow into the treatment works from inflow and/or infiltration. Briefly explain any steps underway or planned to minimize inflow and infiltration. Smoke testing and sewer video work, Winter 2013. Ongoing 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? ® 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: AQUA-TROL, INC Mailing Address: P.O. Box 711 Indian Trail, North Carolina 28079 Telephone Number: (704) 882-2319 Responsibilities of Contractor: Pumps 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. No 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 7 of 22 FACILITY NAME AND PERMIT NUMBER: Town of Ansonville VVWTP, NC0081825 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Yadkin PeeDee 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/DD/YYYY MM/DD/YYYY below, as dates, as ❑ No / / / / / / / / / / / / / / / / Federal/State requirements been obtained? ❑ 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 QAIQC requirements for standard methods for analytes based on at least three pollutant scans and must be Outfall Number: 01 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 QA/QC 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 ANALYTICAL METHOD ML/MDL Conc. Units Conc. Units Numberof Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) CHLORINE (TOTAL RESIDUAL, TRC) <20 UG/L <20 UG/L 104 DPD DISSOLVED OXYGEN NA MG/L NA MG/L 104 YSI TOTAL KJELDAHL NITROGEN (TKN) 1/24/08 4.0 MG/L 1.96 MG/L 4 EPA351.2 NITRATE PLUS NITRITE NITROGEN ND MG/L 1 MG/L 1 EPA353.2 OIL and GREASE PHOSPHORUS (Total) 4.8 MG/L 2.2 MG/L 4 EPA365.1 TOTAL DISSOLVED SOLIDS (TDS) OTHER -.END:OF,PARTB:.::., REF_ER_TO;THE APPLICATION=OVERVIEW `OF<';FORNI _ (PAGE 1_)t:TO:',DETERMINE WHICH: OTHER -PARTS 2A YOIJ' MUST#COMPLETE• EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 22 FACILITY NAME AND PERMIT.NUMBER: Town of Ansonville WWTP, NC0081825 : PERMIT ACTION REQUESTED:' Renewal RIVER BASIN: Yadkin PeeDee :'BASIC -APPLICATION: INFORMATION':: J P •-C. C I.IC T ART ERT F A ION' 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) 0 Part E (Toxicity Testing: Biomonitoring Data) ❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes) - IDPart G (Combined Sewer Systems) ' - ALL APPUCANTS MUST COMPLETE THE FOLLOWING; CERTIFICATION:.;>; ;, - _ =_ _;.:.'';:"t `-';1; ':;', i=: r- 1" 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 ' Mav Lundell Ingram Signature - , Telephone number (704) 826-8404 Date sighed � � li3 , 1 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: NCDENRLDWQ. Attn: NPDES Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 L EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22 Latitude: Longitude: Receiving Stream: Drainage Basin: Town of Ansonville Ansonville WWTP 35° 06' 55" N 80° 04' 14" W Pee Dee River Yadkin -Pee Dee River Basin State Grid: Permitted Flow: Stream Class: Sub -Basin: Ansonville 0.120 MGD WS-IV & B 03-07-10 North NPDES Permit No. NC0081825 Anson County ANSONVILLE WASTEWATER TREATMENT PLANT EI/4I. CPEEN CHLORINE CONTACT BASIN INFLUENT EU.MU ` JIUM EA SIN SLUDGE HOLDING DIGESTER CLARIFIER 1 CLARAFIER 2 EFFUJEHT I RIVER TOWN OF ANSONVILLE PO BOX 437 ANSONVILLE NC 28007 PHONE & FAX 704-826-8404 SLUDGE MANAGEMENT PLAN DISCRIPTION OF PROCESS The Town of Ansonville owns and operates an activated sludge plant located at NCSR 1627 East of Ansonville (Pinkston River Road) in Ansonville, North Carolina, NPDES permit number NC0081825. The Plant as constructed has been in service since 1993. The Plant continues to serve the residential and commercial population of Ansonville. The plant consists of the following components. Influent Pump Station, six (6) pumps Manual Bar Screen Re -aeration Basins Contact Aeration Basin Final Clarifier Chlorine Gas Tablets Sulfur dioxide de -chlorination tablets The design allows for high flows of domestic and commercial waste at a capacity of 120,000 gallons per day. The current permit limits are 19.0 mg/I BOD maximum daily discharge and 4.2 mg/I TSS maximum daily discharge. The plant has no Ammonia limit. The plant discharges into the Pee Dee River at an average flow of less than 120,000 gallons per day. The current 12 month average discharge of BOD is 2.0 mg/I. The current 12 month average for TSS is 4.46 mg/I. COST OF DISPOSAL Currently the Town of Ansonville's method of disposal is hauling liquid sludge via tanker to Anson. County Wastewater Plant in Wadesboro, North Carolina. The cost per gallon is $0.11 such that 2500 gallons at $0.11 = $275.00 per load. Sludge is hauled twice per month for a total monthly fee of $550.00. ATA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCrory Thomas A. Reeder Governor Acting Director RECEIVE'ecretary June 28, 2013 Mayor Joe M. Estridge Town of Ansonville P.O. Box 437 Ansonville, NC 28007-0437 John E. Skvarla III JUL i 2 2013 DENR -FAYETTEVILLE REGIONAL OFFICE Subject: Renewal Notice NPDES Permit NC0081825 Ansonville WWTP Anson County Dear Permittee: Your NPDES permit expires on January 31, 2014. Federal (40 CFR 122.41) and North Carolina (15A NCAC 2H.0105 (e)) regulations state that permit renewal applications must be filed at least 1'80 days prior to expiration of the current permit. If you have already mailed your renewal application, you may disregard this notice. Your renewal package must be sent to the Division postmarked no later than August 4, 2013. If any wastewater discharge will occur after January'31, 2014, the current permit must be renewed. Failure to submit a renewal application by the deadline would deny the subject facility the automatic permit extension granted by NCGS 150-B. If all wastewater discharge has ceased at your facility and you wish to rescind this permit, contact me at the telephone number or address listed below. Use the enclosed checklist to complete your renewal package. The checklist identifies the items you must submit with the permit renewal application. If you have any questions, please contact me at the telephone number or e-mail address listed below. Sincerely, Charles H. Weaver, Jr. NPDES Unit cc: Central Files [Fayetteville Regional Office.,._Surface Water Protec'tio NPDES—File 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604 Phone: 919 807-6391 / FAX 919 807-6489 / charles.weaver@ncdenr.gov An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper NPDES Permit NC0081825 Ansonville WWTP Anson County The following items are REQUIRED for all renewal packages: ➢ A cover letter requesting renewal of the permit and documenting any changes at the facility since issuance of the last permit. Submit one signed original and two copies. ➢ The completed application form (copy attached), signed by the permittee or an Authorized Representative. Submit one signed original and two copies. ➢ If an Authorized Representative (such as a consulting engineer or environmental consultant) prepares the renewal package, written documentation must be provided showing the authority delegated to any such Authorized Representative (see Part II.B.11.b of the existing NPDES permit). ➢ A narrative description of the sludge management plan for the facility. Describe how sludge (or other solids)• generated during wastewater treatment are handled and disposed. If your facility has no such plan (or the permitted facility does not generate any solids), explain this in writing. Submit one signed original and two copies. The following items must be submitted by any Municipal or Industrial facilities discharging process wastewater: Industrial facilities classified as Primary Industries (see Appendices A-D to Title 40 of the Code of Federal Regulations, Part 122) and ALL Municipal facilities with a permitted flow >- 1.0 MGD must submit a Priority Pollutant Analysis (PPA) in accordance with 40 CFR Part 122.21. The above requirement does NOT apply to privately owned facilities treating 100% domestic wastewater, or facilities which discharge non -process wastewater (cooling water, filter backwash, etc.) Send the completed renewal package to: Ms. Lisa Palmer. NC DENR / DWQ / Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617