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HomeMy WebLinkAboutNC0072877_NPDES Permit App_20110622Air NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary June 22, 2011 THE HONORABLE GERALD W DARDEN MAYOR OF THE TOWN OF NEWTON GROVE PO BOX 4 NEWTON GROVE NC 28366 Dear Mayor Darden: DE-F JUN 2 3 2011 DWo Subject: Receipt of permit renewal application NPDES Permit NC0072877 Newton Grove WWTP Sampson County The NPDES Unit received your permit renewal application on June 20, 2011. A member of the NPDES Unit will review your application. They will contact you if additional information is required to complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing permit expires. If you have any additional questions concerning renewal of the subject permit, please contact Maureen Scardina at (919) 807-6388. Sincerely, Dina Sprinkle Point Source Branch cc: CENTRAL FILES Fayetteville -Regional Office/Surface Water Protection 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: 919-807-64921 Customer Service: 1-877-623-6748 Internet: www.ncrraterquality.org An Equal Opportunity 1 Affirmative Action Employer NorthCarol.ina Natural" Town of Newton Grove P.O. BOX 4 NEWTON GROVE, N.C. 28366 PHONE: (910) 594-0827 June 15, 2011 NCDENR Division of Water Quality Attn: NPDES Unit 1617 Mail Service Center Raleigh, N.C. 27699-1617 To Whom It Concerns: Enclosed is the renewal application package for the Town of Newton Grove NPDES permit #NC0072877. Thank you for your attention to this request to renew the existing permit as currently stated. You may call me at (910) 594-0827. You may also call Jim Ballance, ORC, Public Utilities Director at (910) 591-7871. Gerald W. Darden, Mayor Encl Cc: File DEN -FRO JUN.2 3 2011 DWQ JUN 20 ?Cit DEV ti J POINT s®i_ TY :CH FACILITY NAME AND PERMIT NUMBER: Town of Newton Grove, NG0072877 FORM 2A NPDES APPLICATION OVERVIEW Form 2A has*been developed' in a modular format an and a "Supplemental Application Information" pac mto two parts ?AII applicants must complete'_ equal to 0.1 mgd mustalso complete PartB Application lnfor<riation packet The followm BASIC APPLICATION INFORMATION: PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Cape rear asic Application Information" packet aslc Application Information packet is dlwded C Appnts with design flow greater than or- Icanlica ts mualso complete the�Supplemental st: OK* Forin'2A you must complete. 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 worIcOtiat,Fiave,desigstiows greater than orequal to 0.1 milliongallonsper daymust completequestions B. through B.6. (Lifitag`''a �� P 9 =-A b® C. Certification. All applicants must complete Part C (Certification). SUPPLEMENTAL APPLICATION INFORMATION: D. JUPN 2.3 2011 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 1mgd, 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 mu 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. f0) b� r'l 1 I)P►�as22 t commpiete Par) E (Tihity est ng ® liF?-�1Afi CiUA� ITS• POT SOURCL 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). EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22 FACILITY NAME AND PERMIT NUMBER: Town of Newton Grove, NO0072877 PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Cap Fear . 3 ✓� r :-qa, !' y ltti`.J 3 ,, ,. sue- ..„;��tia W x1 .1;.. r .4 .t� .� �a h-d- " �l 'Y f'B cSt APR�.IC�1T�0I lNFQRMA IQN A L r R . �.; ,`u 4xir., > -I�. L.. ,. fRv vl r ,.Y.<,;: .i✓, u r+'..f. �r ... �-7,f._,. _.r'Wn �.. 47f F, f r:..�..,T r.� �.�:..��.3 '%' nr .f18,,PJ n. .cr lf: , r R �, Y!. , v JC''__. U:, f.7<4^rx t .. {+ '_ 4 fi4 „_. ..Ir .l..r ; ,.. k Pi4RTA.{BASI A�IICiA� IQM Ii11FOF�HA7�rT10NfOR fLLAPP16/�NTS u ; r �' d ry ,, ,...,` ? ... ,... r,f ; r < sh. rs. �..: _. ..,„,„,,,,,v.,,,,,... ;:...> .,,,d4f..,.,.:w„ :'S. r...8 s, 4, t,:,£, s. ;i,., t . ,„, ..., . _:.. ., �_,. .. . M=." , rt...,,;; {• _ ::,. 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 Newton Grove POTW Mailing Address F.J. Box 4 Newton Grove. N.C. 28M8 Contact Person Jim Beiiance Title Public Works Director Telephone Number 19101.5 4-0827 Facility Address Pork Cboo `Jig! Road (not P.O. Box) New;erf Grove r,1 C. 2836E A.2. Applicant Information. If the applicant is different from the above, provide the following: Applicant Name Mailing Address Contact Person Title Telephone Number j_ L Is the applicant the owner or operator (or both) of the treatment works? ® owner 0 operator Indicate whether correspondence regarding this permit should be directed to the facility or the applicant. ❑ facility ® 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 .t 6072877.'vi000W47i1, WOCSDO224S PSD UIC Other 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 TiPin of Ner.'ir,.^, G ov'B 687 Gr v!":v af?W :old Dressure ro ='r] ,.t Ivevaon .:tone Total population served 687 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 Newton Grove., NC 07 2877 PERMIT ACTION REQUESTED: Renew RIVER BASIN: Cape Fe r A.S. Indian Country. a. Is the treatment works located in Indian Country? D Yes ?�e.� 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? n Yes 9 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 00.1 t5 mgd Two Years Ago Last Year This Year b. Annual average daily flow rate .040. 0.057 .1356 c. Maximum daily flow rate 0.121 ir, 3 62 0.103 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 D Combined storm and sanitary sewer 0 A.B. Discharges and Other Disposal Methods. a. Does the treatment works discharge effluent to waters of the U.S.? .) Yes `j No If yes, list how many of each of the following types of discharge points the treatment works uses: Discharges of treated effluent 10 % ii. Discharges of untreated or partially treated effluent 0 iii. Combined sewer overflow points r) iv. Constructed emergency overflows (prior to the headworks) 0 v. Other crone 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.? Yes J No If yes, provide the following for each surface impoundment: Location: i2d 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? If yes, provide the following for each land application site: 1--)Yes 171 No Location: ;la Number of acres: na Annual average daily volume applied to site: mgd Is land application FEE continuous or D intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? 17 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 N wto ; G'rogre, at C007 28r7 i PERMIT ACTION REQUESTED: Renewal RIVER BASIN: Cape Fear 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). i d.n If transport is by a party other than the applicant, provide: Transporter Name SO, Mailing Address NA NA Contact Person RA. Title , Telephone Number LL= For each treatment works that receives this discharge, provide the following: Name NA Mailing Address NA Contact Person NA • Title NA Telephone Number {why... 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.B. through A.8.d above (e.g., underground percolation, well If yes, provide the following for each disposal method: that receives this discharge MA the receiving facility. 0 mgd in a manner not included injection): ❑ Yes ® No Description of method (including location and size of site(s) if applicable): NA Annual daily volume disposed by this method: ,SPA Is disposal through this method 1 7 continuous or ;_. 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 i ewtor Grove, NCOO7.2877 PERMIT ACTION REQUESTED: Re l;i' tfaa}' RIVER BASIN: Crape F ew;r 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 Duffel!. a. Outfall number Of b. Location T &orwra of Newtonrova (City or town, if applicable) (Zip Code) Sampson (County) (State) 35'13 3 ;' 752'1'32' (Latitude) (Longitude) c. Distance from shore (if applicable) E ft. d. Depth below surface (if applicable) RA ft. e. Average daily flow rate :i.56 mgd f. Does this outfall have either an intermittent or a periodic discharge? C 1_ Yes E No (go to A.9.g.) If yes, provide the following information: Number f times per year discharge occurs: i :3 Average duration of each discharge: NA Average flow per discharge: mgd Months in which discharge occurs: NA g. Is outfall equipped with a diffuser? CI Yes No A.10. Description of Receiving Waters. a. Name of receiving water b. Name of watershed (if known) Beaver iia. m Sv/2310 ,,r.LrflW„ United States Soil Conservation Service 14-digit watershed code (if known): c. Name of State Management/River Basin (if known):Caae Fear United States Geological Survey 8-digit hydrologic cataloging unit code (if known): t:n-KI!own d. Critical low flow of receiving stream (if applicable) acute :[<s . rs; cfs chronic r;:t, ... r:;; cfs e. Total hardness of receiving stream at critical low flow (if applicable): unknown mg/ of CaCO3 iIrUcn v.,: 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 Newton Grove, NC00728 / PERMIT ACTION REQUESTED: RenewaA RIVER BASIN: Cape Fear A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. 0 Primary 2 Secondary E. Advanced . Other. Describe: b. Indicate the following removal rates (as applicable): Design BOD5 removal or Design CBOD5 removal e % Design SS removal 9fi1 Design P removal 0 % Design N removal Gm Other tv<a^w 0 % c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe: _'V licih'1 disil,fec ian If disinfection is by chlorination is dechlorination used for this outfall? i3 Yes 71 No Does the treatment plant have post aeration? `. 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: 'sr i PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE Value Units .• Value Units Number of Samples pH (Minimum) 7.4= s.u. pH (Maximum) 6.34 s.u. Flow Rate 0.125 mad .055 in 366 Temperature (Winter) ro 5.'s 11), :- "C' 22 Temperature (Summer) 23.6 ':: 23 :W. 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 14.7 ,g/0,a 2.5 mitt. 52 SM. 3? t,5 B '.�5" CBOD5 s r< t Ast (,n @<i FECAL COLIFORM g t''t;0 3..30 ;41105 5 ;'4 5222. D . TOTAL SUSPENDED SOLIDS (TSS) C) re) CIA ^ r2 r3,i;r 51 St5 25dS a 5.0 END OF ;PART A. REFERTHE APPLICATIONOV ERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS - TO OF FORM 2AYOU;:MUST 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 Newton Grove, NC0072677 PERMIT ACTION REQUESTED: Re ewa4 RIVER BASIN: Cape Fear BASIC APPLICAT$ON INFORMATION u r.r ; � s t.,z PART B ADDITIONAL APPLICATION INFORMATION FOR'APPLICANTA DESIGN FLOW GREATER THAN OR EQUAL TO 01 MGD (100,000 gallons 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 that flow into the treatment works from inflow and/or infiltration. <10 gpd Briefly explain any steps underway or planned to minimize inflow and infiltration. Marrheie and sewer tine reeairs, etc., are done as recuired to minimize inf ration 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: Mailing Address: NA Telephone Number: (NA) NA Responsibilities of Contractor: NA 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. 001 b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies. E Yes 0 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 Newton Grove, NC0072877 PERMIT ACTION REQUESTED: Rene al RIVER BASIN: Cape Fear c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable). d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as applicable. Indicate dates as accurately as possible. Schedule Actual Completion Implementation Stage MM/DD/YYYY MM/DD/YYYY - Begin Construction / / / / - End Construction / / / / - Begin Discharge / / / / - Attain Operational Level / / / / e. Have appropriate permits/clearances conceming other Federal/State requirements been obtained? 7 Yes 7_t No Describe briefly: B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY). 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 combine 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 CIA/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 pollutant scans and must be no more than four and on -half years old. Outfall Number: 001 POLLUTANT MAXIMUM DAILY. DISCHARGE AVERAGE DAILY•DISCHARGE ANALYTICAL. Conc Units Conc Units -• Number of Samples METHOD .;'. MUMDL CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) 1.59 rrsgli 1..1 i man tit 311 4300 Pz -33 ? 0.20 CHLORINE (TOTAL RESIDUAL, TRC) A NA few NA NA N DISSOLVED OXYGEN 12.33 r ;gal 3.57 ,,,g;l 52 S„ v533 OZ 5_3 TOTAL KJELDAHL NITROGEN (TKN) .60 .. , . 2.52 molt K Bh 5W) N0Pe G. if; NITRATE PLUS NITRITE NITROGEN 72.9 mail 41.a rng,1 u 7 T5 i0 F 0.35 OIL and GREASE NA f44 'NA ,,N4 iiih v„ PHOSPHORUS (Total) 5.30 nag>I 3.55 mc„ .- Sf: $5"35 LYE 0.10 TOTAL DISSOLVED SOLIDS (TDS) F' A NA i'.* A .. —. ..4 NA 1. ri OTHER ZL-ar.2 - NA NA NA RA. -NA. NA MA r p:r e 3e;. �? l e7krf'WxF , nREFER TO THE APPLICA e e r k `m I d t F iS OF»PART r ti t- {I NuO�/ R1/IEW.(PAGE '1) TO DE " OF FORM Z YOU MUST COMPLETE 5 'ERMINE�WHICH OTI ER PARTS v ;_ EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 22 FACILITY NAME AND PERMIT NUMBER: T ouvrk of € e ton Cgove, N000 ; 28 7 7 PERMIT ACTION REQUESTED: ReR• e•- a RIVER BASIN: Cape Fear BASIC APPLICATION INFORMATION PART C. CERTIFICATION 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: E Basic Application Information packet Supplemental Application Information packet: D Part D (Expanded Effluent Testing Data) 0 Part E (Toxicity Testing: Biomonitoring Data) 0 Part F (Industrial User Discharges and RCRA/CERCLA Wastes) Cr Part G (Combined Sewer Systems) ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION. 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 6cr2'� �farrre,�Vta,er Signature CV �C/ ' L�%� Telephone number jr 7OO) 594-D827 Date signed 6 - /s" '// 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 9 of 22 TREATMENT PLANT FLOW DIAGRAM ,Slud_e to Sora Field FLOW=0.05'6 ingd Manual Bar Screen W Sand Filter Flow metering Station and UV light disinfection Aerator Cascade 54,000 gallon EQ Basin Oxidation Ditch with Center Clarifier 19S wed 54,000 gallon Aerobic Digester • ied \ ♦ �� fr. Mem _ a, . l 1 ..! ' . Kati .'/' —,1 I -'''-�'. 1 .al I t ) I,~•. •- 1 f •1'• • / .0%./ I \•�,♦ '�'�;� ••'' from L4I N. TOWN OF NEWTON GROVE SLUDGE MANAGEMENT PLAN The Town of Newton Grove operates a wastewater treatment plant for 100% domestic sewer users under NPDES permit #NC0072877. The wastewater treatment plant is a conventional activated sludge facility and generates approximately 250,000 gallons of waste activated sludge per year. The sludge is pumped to a 54,000 gallon aerobic digester for stabilization. The sludge is then pumped onto a permitted tract of land, (NPDES permit #WQ0010470), for sludge application. The process includes a 15 h.p. pump and a 3" header pipe installed on 7.4 acres located beside the treatment plant. Sludge is sprayed evenly across the application field by use of 1.5" risers with diffuser heads located throughout the field. Hull bermuda grass and oats are grown on the site and harvested by local farmers for cattle feed. The Town of Newton Grove has a remote field consisting of 33.7 acres located off US Hwy 13 next to Interstate 40. Sludge can be pumped from the digester and hauled to the site using trucks and disced into the ground because several different crops are grown on the site at different timesof the year. This site is a contingency site should it be needed. All sludge is tested annually and reported as required by NPDES permit #WQ0010470 to NCDWQ. An Annual Report of all sludge application activities is generated each year as required by permit #WQ0010470. This Plan shall remain in effect as long as.the treatment plant is in operation and sludge is generated by the treatment process. • TOWN OF NEWTON GROVE TREATMENT PLANT NARRATIVE Permit #NC0072877 The Town of Newton Grove Wastewater Treatment Plant receives wastewater flow through a 6" force main from the main lift station located behind Two Dogs Pi zza on Clinton Street US Hwy 701. In addition, wastewater is received via a 4" force main from Hobbton School located on US 701 approximately four miles south of the treatment plant. The wastewater enters the plant through a manual bar screen and into a 54,000 gallon sloped side Flow Equalization Basin. The water is then pumped from the EQ Basin at a constant rate of 0.056 mgd into a circular oxidation ditch consisting of one rotor brush with a 10 foot center clarifier. Treated water then exits the clarifier and flows into a rectangular traveling bridge sand filter. Water exits the filter and flows into a rectangular flow chamber with a 60° V-notch weir with an ultrasonic flow meter. Water then enters an ultraviolet light bank for disinfection. Water exits light bank and flows over a step aerator before entering Beaverdam Swamp. The treatment plant has a state of the art backup generator that is tested weekly and will start in less than 30 seconds in the event of power failure, thus no processes are interrupted. Should the generator fail to start during a power outage or failure, after ten minutes an autodialer is programmed to call out to report generator failure. Waste activated sludge is pumped to a 54,000 gallon sloped side aerobic digester located at the back end of the plant. Biosolids are then sprayed onto an adjacent 7.5 acre permitted Land Application site for disposal. Hull Bermuda grass and oats are grown on the spray field and harvested for hay by local farmers. Hay from the harvest is fed to cattle. 3302 A 1 "00 12' 30' 3899 3998 / 1• t •- /���r Tr�lbr • Park i-•'�.. 1 v u ILO j•Com I TOPO TOWN OF NEWTON GROVE NG Newton Grove IBM MI a MAP -' 1" - 2000' \, Park • " • I. , i •. 1 — -r • I • r • .Cam • • �. Mc ':1 ZRO ATA NCDENR DEN JUL 2 North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director Mayor Gerald Darden Town of Newton Grove P.O. Box 4 Newton Grove, N.C. Dear Mayor Darden: 28366-0004 July 8, 2011 JUL 18 2011 BY: 2011 DWQ Dee Freeman ecretary Subject: Renewal of NPDES Permit NC0072877 Newton Grove WWTP Sampson County Your firm's NPDES permit for the subject facility expires on January 31, 2012. This notice is being sent to explain the requirements for your permit renewal application. Federal (40 CFR 122) and state (15A NCAC 2H.0105 (e)) regulations require that permit renewal applications be filed at least 180 days prior to expiration of the current permit. Your renewal application is due to the Division no later than August 4, 2011. Failure to apply for renewal by the appropriate deadline can result in a civil penalty assessment or other enforcement activity at the discretion of the Director. If your facility is still discharging any wastewater, this permit must be renewed. Discharge of wastewater without a valid permit violates North Carolina General Statute 143-215.1 and could result in assessment of civil penalties of up to $25,000 per day. Use the attached checklist to complete your renewal package. The checklist identifies the items you must submit with the permit renewal application. If all wastewater discharge has ceased at this facility and you wish to rescind this permit, please contact me. My telephone number, fax number and e-mail address are listed at the bottom of the previous page. cc: Central Files g _on Regional Office /_Surface Water Protection NPDES File 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604 An Equal Opportunity/Affirmative Action Employer Sincerely, 1/.07 Charles H. Weaver, Jr. NPDES Unit Internet: http://www.ncwaterquality.org Phone: 919-807-6391 / FAX 919 807-6496 charles.weaver@ncdenr.gov 50% Recycled/10% Post Consumer Paper NPDES Permit Renewal Checklist The following items are REQUIRED for all renewal packages: o 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. o The completed application form (copy attached), signed by the permittee or an Authorized Representative. Submit one signed original and two copies. o 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 the Authorized Representative (see Part II.B.11.b of the existing NPDES permit). o 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 Industrial or Municipal facilities discharging industrial process wastewater: o Industrial facilities classified as Primary Industries (see Appendix A to Title 40 of the Code of Federal Regulations, Part 122) must submit a Priority Pollutant Analysis (PPA) in accordance with 40 CFR Part 122.21. If the PPA is not completed when the application package is otherwise ready to submit, submit the application package without the PPA. Submit the PPA as soon as possible. This requirement also applies to municipal facilities with active pretreatment programs. The above requirement does NOT apply to non -industrial facilities. Send the completed renewal package to: Mrs. Dina Sprinkle NC DENR / DWQ / NPDES 1617 Mail Service Center Raleigh, NC 27699-1617