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Home My WebLink AboutNC0036668_Permit (Issuance)_20120117NPDES DOCUMENT :;CANNING COVER SHEET NPDES Permit: NC0036668 Kenansville WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: January 17, 2012 This document is printed on reuse paper - ignore any content on the reirerse side ATA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman Governor Director Secretary Mr. Eric Coman Town Manager Town of Kenansville P.O. Box 370 Kenansville, North Carolina 28349-0370 Dear Mr. Coman: January 17, 2012 Subject: NPDES PERMIT ISSUANCE Permit Number NC0036668 Kenansville WWTP - Grade 2 Duplin County Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached final NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). Please note that new treatment components cannot begin without prior approval. The ditch utilized for sludge needs to be cleaned out and not used for sludge until after receipt of an Authorization to Construct permit from the Division. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this permit shall be final and binding. Please take notice that this permit is not transferable. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local governmental permits which may be required. If you have any questions or need additional information regarding this permit, please do not hesitate to contact Maureen Scardina of my staff at (919) 807-6388. If you have any questions in regard to the need for an Authorization to Construct please contact Dean Hunkele of our Wilmington Regional Office at 910- 796-7387. Charles Wakild, P.E. cc: Central Files NPDES Unit Files Wilmington Regional Office, Surface Water Protection Section 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: httpjlportal.ncdenr.orglweblwglhome NorthCarolina Naturally An Equal Opportunity 1 Affirmative Action Employer e 1 Permit NC0036668 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, the Town of Kenansville is hereby authorized to discharge wastewater from a facility located at the Kenansville WWTP Industrial Drive Off of NCSR 1301 North of Kenansville Duplin County to receiving waters designated as Grove Creek in the Cape Fear River Basin in accordance with effluent limits, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective March 1, 2012. This permit and authorization to discharge shall expire at midnight on January 31, 2017. Signed this day January 17, 2012. I� es akild, P.E., Dire ivision of Water Quality By Authority of the Environmental Management Commission Permit NC0036668 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES permits issued to this facility, whether for operation or discharge are hereby. revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this 'facility arises under the permit conditions, requirements, terms, and provisions included herein. The Town of Kenansville is hereby authorized to:, 1. Continue to operate an existing 0.30 MGD wastewater treatment system with the following components: • Dual manual bar screens • Dual grit troughs • Dual oxidation ditches with brush rotors • Dual secondary clarifiers • Gas chlorination • Gas dechlorination • Two sludge digesters • Four sludge drying beds • Influent & effluent flow meters • Standby generator The facility is located north of Kenansville on Industrial Drive, off of NCSR 1301 in Duplin County. 2. Discharge from said treatment works at the location specified on the attached map into Grove Creek, currently classified C-Swamp waters in sub -basin 03-06-22 in the Cape Fear River Basin. Town of Kenansville Kenansville WWTP Coun : Duplin Stream Class: C-Swamp Receiving Stream: Grove Creek Sub -Basin: 03-06-22 Latitude: 34° 58' 06" Grid/Quad: Kenansville Longitude: 77° 57' 54" HUC #: 03030007 Facility Location (not to scalel NORTH NPDES Permit: NC0036668 Permit NC0036668 A. (1.) EFFLUENT LIMITS AND MONITORING REQUIREMENTS During the period beginning on March 1, 2012 and lasting until expiration, the permittee is authorized to discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored by the permittee as specified below: LIMrrS MONITORING REQUIREMENTS : CHAItAC 'FsRISTICS EFFLUENT Parameter Code,•... , Monthly Average- Weekly ` Average Measurement :Frequency" _, -Sample ., :' .Type _ Sample.: > : Locationl Flow 50050 0.3 MGD Continuous Recorder Influent or Effluent BOD, 5 day (20°C)Z -Summer* 00310 6.0 mg/L 9.0 mg/L Weekly Composite Influent & Effluent BOD, 5 day (20°C}Z -Winter* 00310 12.0 mg/L 18.0 mg/L Weekly Composite Influent & Effluent Total Suspended Solids2 00530 30.0 mg/L 45.0 mg/L Weekly Composite Influent & Effluent NH3 as N - Summer* 00610 2.0 mg/L 6.0 mg/L Weekly Composite Effluent NH3 as N -Winter* 00610 4.0 mg/L 12.0 mg/L Weekly Composite Effluent Fecal Coliform (geometric mean) 31616 200/100 ml 400/100 ml Weekly Grab Effluent Temperature (deg. C) 00010 Daily - weekdays Grab Effluent Total Phosphorus (as P) 00665 Quarterly Composite Effluent Total Nitrogen (as N) 00600 • Quarterly Composite Effluent Oil & Grease 00556 Monthly Grab Effluent Total Residual Chlorine 3 50060 28 µg/L Daily Maximum 2/week Grab Effluent Dissolved Oxygen 00300 Daily average > 6.0 mg/L Weekly Grab Effluent pH 00400 Not < 6.0 nor > 9.0 Standard Units Weekly Grab Effluent Temperature (deg. C) - Winter* 00010 Weekly Grab Upstream & Downstream Dissolved Oxygen - Winter* •00300 Weekly Grab Upstream & Downstream *Summer: April 1— October 31 *Winter: November 1— March 31 Footnotes: 1. Upstream = at NCSR 1301; Downstream = at NC Highway 11 2. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value (85% removal). 3. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/L. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS Permit NC0036668 A. (2.) PERMIT RE -OPENER: SUPPLEMENTARY NUTRIENT MONITORING/TMDL IMPLEMENTATION Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in the North Carolina Administrative Code at 15A NCAC 2H.0112 (b) (1) and 2H.0114 (a) and Part II sections B- 12 and B-13 of this permit, the Director of DWQ may reopen this permit to require supplemental nutrient monitoring of the discharge. The purpose. of the additional monitoring will be to support water quality modeling efforts within the Cape Fear River Basin and shall be consistent with a monitoring plan developed jointly by the Division and affected stakeholders. In addition, the results of water quality modeling may require that limits for total nitrogen and total phosphorus be imposed in this permit upon renewal. The Division may, upon written notification to the permittee, re -open this permit in order to incorporate or modify effluent limits, monitoring and reporting requirements, or other permit conditions when it deems such action is necessary to implement TMDL(s) approved by the U.S. EPA. Scardina, Maureen Subject: FW: DRAFT Permit: NC0036668 Town of Kenansville From: Hunkele, Dean Sent: Thursday, November 10, 2011 3:04 PM To: Scardina, Maureen Subject: RE: DRAFT Permit: NC0036668 Town of Kenansville M, Would list it as gas chlorination and gas dechlorination — can drop tanks as all have that for chlorination, dechlor not needed. Dual secondary clarifiers. Add influent & effluent flow meters. What about our Special Condition? They experimented with ditch without approval and it failed. Needs design & equipment added to work. Otherwise, need to point out in cover letter that old ditch needs to be cleaned out prior to effective date of permit and not used for again sludge without A-to-C approval. Thanks Dean Hunkele, Senior Environmental Specialist Wilmington Regional Office Division of Water Quality, Surface Water Protection Section http://www.ncwaterquality.org/ From: Scardina, Maureen Sent: Wednesday, November 09, 2011 2:55 PM To: Hunkele, Dean; Reid, Steve Subject: DRAFT Permit: NC0036668 Town of Kenansville l(tu:o e6u,Fc(-Osko-+Jd JLt cCcaf+ UUWCA ca. ,04,043 P_L JAL` - Please see the attached draft permit. Please feel free to comment if appropriate. Thanks, Maureen MaureenA�Scardina TE NC DENR Dt^JQ NCDENR (919) 807-6388/6495 (fax) maureen. scardina fancdenr. gov Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Yap://comae^- r rse 3Y - Y'p1 = E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 (ZI231gq zit I12 AFFIDAVIT OF PUBLICATION STATE OF NORTH CAROLINA COUNTY OF SAMPSON JULES MOLENDA, PUBLISHER, of the Sampson Independent, a newspaper published in Sampson County, N.C. being duly sworn, says that at the time the attached notice was published in the SAMPSON INDEPENDENT, said newspaper met all of the requirements and qualifications prescribed by North Carolina General Statue 1-597; that said newspaper had a general circulation to actual paid subscribers; and was admitted to the United States mail as second class matter in Sampson County, N.C.; and further, that the attached notice was pu it1d in the S MPSINDEPENDENT on Legais PUBLIC NOTICE North Carolina Environmental Management Commission/NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Notice of . Intent to Issue a NPDES Wastewater Permit The North Carolina Environ- mental Management Commis- sion proposes to issue a NPDES wastewater discharge permit to the person(s) listed below. Written comments regarding the proposed permit will be ac- cepted until 30 days after the publish date of this notice. The Director of the NC Division of Water Quality (DWQ) may hold a public hearing should there be a significant degree of public interest. Please mait comments and/or information requests to DWQ at the above address. Interested persons may visit the DWQ at 512 N. Salisbury Street, Raleigh, NC to review information on file. Additional information on NPDES permits and this notice may be found on our website: http://portal.ncdenr.org/web/wq /swp/ps/npdes/calendar; or by calling (919) 807-6304. The Town of Garland has re- quested renewal of permit number NC0025569 for Gar- land WWTP, Sampson - County. This permitted facility discharges treated wastewater to the Great Coharie Creek, Cape Fear River Basin. The Town of Kenansville has Legals requested renewal of permit number NC0036668 for its Ke- nansville WWTP, Duplin County. This permitted facility discharges treated wastewater to Grove Creek, Cape Fear River Basin.. The Sampson Independent November 13, 2011.c. \k)c 2011. Publisher S,to and subscribed before me this the of , 2011. NOTARY PUBLIC My commission expires: June 20, 2015 day FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring, compliance concerns). Basic Information for Expedited Permit Renewals Permit Writer/Date Maureen Scardina 10/24/11 Permit Number NC0036668 Facility Name Kenansville WWTP Basin Name/Sub-basin number Cape Fear 03-06-22 Receiving Stream Grove Creek Stream Classification in Permit C-Swamp Does permit need Daily Max NH3 limits? No Does permit need TRC limits/language? Yes No - New language added Does permit have toxicity testing? Yes No Does permit have Special Conditions? Yes No - Existing/Updated Does permit have instream monitoring? Yes No - Tem I erature & DO Is the stream impaired (on 303(d) list)? For what parameter? Yes No Any obvious compliance concerns? No. They had an assessment in 2010 and 2011 for ammonia violation. Doesn't appear to be a recurring problem Any permit mods since last permit? No Current expiration date 1/31/12 New expiration date 1/31/17 Comments received on Draft Permit? Yes — Regional staff clarified the list of treatment components which was done. Wants the permit cover letter to remind permittee of the need for ATC before introducing new treatment components. • The list of treatment components have been updated on the Supplement to Cover. • The Total Residual Chlorine footnote has been updated in Section A.(1.). • Updated Section A.(2.) Permit Reopener. NPDES Permit Renewal Staff Report To: From: Facility: August 22, 2011 Maureen Scardina, NPDES Expedited Permitting & Compliance Unit Dean Hunkele, Senior Environmental Specialist —Wilmington Kenansville (NC0036668) Please review last inspection report dated 8-2-2011. Facility address & Iat/longs and outfall lat/longs have been updated in BIMS. Specific Permit Comments: 1. Our office would like to see a Special Condition in this permit(er quiring the installationof appropriate mixers in the old 0-ditch for sludge holding/treatment within 270 days of permit issuance. 2. Need to update the facility description to only indicate 2 sludge digesters and 4 sludge drying v beds. The 4 smaller, original drying beds are abandoned. 3. Change Temp monitoring to weekly from daily. Add Dlimit. Assign all quarterly monitoring to same months as toxicity to avoid potential phantom violations in BIMS. X RtYv\_\ e- retuLcit H--1/ tioQ L„,its ()AA vt . -I"1ree C .t✓� vc),(1Lcf c( 12s2- CE:v ({ o ' Crict z - Dcdt, Criun of Ifirtuutsvillt P.O. BOX 370,141 ROUTLEDGE ROAD, KENANSVILLE, N.C. 28349-0370 Telephone 910-296-0369 FAX 910-296-0707 www kenansville.org Betty Long, Mayor Stephen M. Williamson, Jr., Mayor Pro Tem Allen Wood, Commissioner April 10, 2011 NCDENR/DWQ Attn: NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Dear Sir: Milta G. King, Commissioner Trevor Houston, Commissioner Dennis Lee Graham, Commissioner This letter is requesting renewal of the NPDES Permit # NC0036668 for the Town of Kenansvilie, NC which expires on January 31, 2012. Please feel free to contact me if you have any questions regarding this request at 910-296-0369. Thank You, !1t�YY1 Eric Coman Town Manager Town of Kenansvilie, NC 28349 EgEOWEEN Foy 0 3 2011 Ep jR 'A ER QUALITY POINT SOURCE BRANCH Designated as: A Bicentennial Community, Governor's Award Town, National Historic District Governor's Community of Excellence "Proud of Its Past; Pride in Its Future" 'gaunt of Ifintattsuilit P.O. BOX 370,141 ROUTLEDGE ROAD, KENANSV[LLE, N.C. 28349-0370 Telephone 910-296-0369 FAX 910-296-0707 www.kenansville.org Betty Long, Mayor Stephen M. Williamson, Jr., Mayor Pro Tem Allen Wood, Commissioner April 10, 2011 Sludge Management Plan Town of Kenansville WWTP NPDES NC0036668 Kenansville, NC 28349 Milta G. King, Commissioner Trevor Houston, Commissioner Dennis Lee Graham, Commissioner Sludge from the clarifiers is pumped into an aerobic digester tank where it is dewatered. Dewatered sludge is then lime stabilized to reach a pH of 12. Sludge is then transported by Triple S Farms, P. 0. Box 709, Beulaville, NC to their fields for land application. The Town of Kenansville is on their WQS permit for land application. n CC. Comoki") Eric Coman Town Manager Town of Kenansville, NC 28349 Designated as: A Bicentennial Community, Governor's Award Town, National Historic District Governor's Community of Excellence "Proud of Its Past; Pride in Its Future" FACILITY NAME AND PERMIT NUMBER: PfejlO.nSv1Lk, LOW N0003bbb4 FORM 2A NPDES APPLICATION OVERVIEW PERMIT ACTION REQUESTED: 2A APPLICATION OVERVIEW RIVER BASIN: C Ape Fear 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: . 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 >_ 0.1 mgd. All treatment works that have design flows greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6. C. Certification. All applicants must complete Part C (Certification). SUPPLEMENTAL APPLICATION INFORMATION: D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets one or more of the following criteria must complete Part D (Expanded Effluent Testing Data): 1. Has a design flow rate greater than or equal to 1 mgd, 2. Is required to have a pretreatment program (or has one in place), or 3. Is otherwise required by the permitting authority to provide the information. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must comple °, 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. MAY 0 3 ?011 DENR-WATER QUALM' POINT SOURCE BRANCH 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. . Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer Systems). ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION) EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22 FACILITY NAME AND PERMIT NUMBER: 14 ern GAS V 11. Ltl A)T P NC o034,G68. PERMIT ACTION REQUESTED: E t1/4tLWet ( RIVER BASIN: C Ape. tie 4 r- BASIC APPLICATION INFORMATION 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 Infomiation. Facility Name Kt*crGV% Ike- W WT P Mailing Address 'RO rIpx 37 to Kenetasui tie_, NC__ a2 49 Contact Person ESL G C O YLOA Title 10Wf\ MCJ1.f10u0�e_f Telephone Number (R10) ZCitp - .n109 �3 Facility Address is us'TT i al NQIVe °PE' 5RMC_ 301 (not P.O. Box) 1oQ.tti & tAeanalls\ille ,uplift QIUA4y A.2. Applicant Information. If the applicant is different from the above, provide the following: Applicant Name Mailing Address Contact Person Title Telephone Number ( ) Is the applicant the owner or operator (or both) of the treatment works? IR owner tik operator Indicate whether correspondence regarding this permit should be directed to the facility or the applicant. environmental permits that have been issued to the treatment works PSD til facility • applicant A.3. Existing Environmental Permits. Provide the permit number of any existing (include state -issued permits). NPDES N C- CObtacitclOg UIC Other RCRA Other A.4. Collection System Information. Provide information on municipalities entity and, if known, provide information on the type of collection system Name 11 Population Served and areas served by the facility. Provide the name and population of each (combined vs. separate) and its ownership (municipal, private, etc.). Type of Collection System Ownership 62&-k.. -Town - NOW& Of a rAnSN i ke- k2DO Of 1 Total population served VZOO EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22 FACILITY NAME AND PERMIT NUMBER: 1119.. a tSVikle_ ktu TP NC.Co3(n(do4ti PERMIT ACTION REQUESTED: aA RIVER BASIN: e_Af¢.'Pear A.S. Indian Country. a. Is the treatment works located in Indian Country? ❑ Yes % No b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows through) Indian Country? ❑ Yes N. 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 • 30 mgd b. Annual average daily flow rate c. Maximum daily flow rate Two Years Aao Last Year This Year . 1`I 1 • 165 • 1/9 • GNU`-1 • aas . a.sa 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 BOO ❑ 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.? 181. 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 iv. Constructed emergency overflows (prior to the headworks) v. Other b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments that do not have outlets for discharge to waters of the U.S.? ❑ Yes If yes, provide the following for each surface impoundment: Location: Annual average daily volume discharge to surface impoundment(s) Is discharge ❑ continuous or �No ❑ intermittent? mgd c. Does the treatment works land -apply treated wastewater? ❑ Yes g. No If yes, provide the following for each land application site: Location: Number of acres: Annual average daily volume applied to site: mgd Is land application ❑ continuous or ❑ intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? ❑ Yes No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22 FACILITY NAME AND PERMIT NUMBER: l�e.ln l l PERMIT ACTION REQUESTED: RIVER BASIN: OUtSV i e. lOWTP NC.po366(095 Ci„pe. Fear 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). If transport is by a party other than the applicant, provide: Transporter Name Mailing Address Contact Person Title Telephone Number ( ) For each treatment works that receives this discharge, provide the following: Name Mailing Address Contact Person Title Telephone Number ( ) If known, provide the NPDES permit number of the treatment works that receives this discharge Provide the average daily flow rate from the treatment works into the receiving facility. mgd e. Does the treatment works discharge or dispose of its wastewater in a manner not included in A.B. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes . No If yes, provide the following for each disposal method: Description of method (including location and size of site(s) if applicable): Annual daily volume disposed by this method: Is disposal through this method ❑ 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: PERMIT ACTION REQUESTED: RIVER BASIN: tAttAansvale. WWTP NC Oo3 669) WASTEWATER DISCHARGES: dear 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 I b. Location I ansvi Ile, W634°I (City or town, if applicable) (Zip Code) (County) (State) 34° 5e' 77° 571 5'4,f (Latitude) (Longitude) c. Distance from shore (if applicable) ft. d. Depth below surface (if applicable) ft. e. Average daily flow rate • ( 7 I mgd f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes ❑ 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? ❑ Yes ❑ No A.10. Description of Receiving Waters. a. Name of receiving water Grove. Ccec k b. Name of watershed (if known) . United States Soil Conservation Service 14-digit watershed code (if known): c. Name of State Management/River Basin (if known): AQ. ge.Clr 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): mgll 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: \kl2AVIASV.14 to & T P ' Nce03& (o PERMIT ACTION REQUESTED: " e one RIVER BASIN: 4'2aC' A.11. Description of Treatment a. What level of treatment are provided? Check all that apply. gPrimary ❑ Secondary ❑ Advanced ❑ Other. Describe: b. Indicate the following removal rates (as applicable): �1 Design BODS removal or Design CBOD5 removal a5 Design SS removal Q5 % Design P removal Design N removal °k Other c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe: CA-AofiNA- ibn If disinfection is by chlorination is dechlorination used for this outfall? 1:. Yes 0 No Does the treatment plant have post aeration? X Yes 0 No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart. Outfall number. 1 PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE Value Units Value Units Number of Samples pH (Minimum) (p s.u. pH (Maximum) 9 s.u. A Flow Rate • .3 � y4� Temperature (Winter) a O o C 5 ,. f�,kke,(k Temperature (Summer) a aC s t i U * For pH please report a minimum and a maximum daily value POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE ANALYTICAL METHOD MUMDL Conc. Units Conc. Units Number of Samples CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN DEMAND (Report one) BODS µSk CBOD5 ^h, Ne FECAL COLIFORM TO M\ A p ?! � bask TOTAL SUSPENDED SOLIDS (TSS) tA5 \ 3 y Q-atS END OF PART A. REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS OF FORM 2A YOU MUST COMPLETE EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22 FACILITY NAME AND PERMIT NUMBER: NAarrvih. WI)3TP ' NC, 003(f)(068 PERMIT ACTION REQUESTED: P-Rtatwo, RIVER BASIN: CApes E tr BASIC APPLICATION INFORMATION • PART B. ADDITIONALAPPLICATION INFOR ATION FOR • APPLICANTS: WIT, H.A DESIGN FLOW GREA• T• ER•THAN OR EQl1AL 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 • D l 7 S gpd that flow into the treatment works from inflow and/or infiltration. &aliof re-66. Briefly explain any steps underway or planned to minimize inflow and infiltration. I0001 4. yet('11 slip line_8 Li- B.2. Topographic Map. Attach to this application a topographic map of the map must show the outline of the facility and the following information. area.) a. The area surrounding the treatment plant, including all unit processes. b. The major pipes or other structures through which wastewater enters treated wastewater is discharged from the treatment plant. Include c. Each well where wastewater from the treatment plant is injected underground. d. Wells, springs, other surface water bodies, and drinking water wells 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 f. If the treatment works receives waste that is classified as hazardous or special pipe, show on the map where the hazardous waste enters B.3. Process Flow Diagram or Schematic. Provide a diagram showing the backup power sources or redunancy in the system. Also provide a water chlorination and dechiorination). The water balance must show daily average rates between treatment units. Include a brief narrative description of B.4. OperationlMaintenance Performed by Contractor(s). Are any operational or maintenance aspects (related to wastewater treatment area extending at least one mile beyond facility property boundaries. This (You may submit more than one map if one map does not show the entire Sex_ itkikozka the treatment works and the pipes or other structures through which outfalls from bypass piping, if applicable. that are: 1) within % mile of the property boundaries of the treatment is stored, treated, or disposed. under the Resource Conservation and Recovery Act (RCRA) by truck, rail, the treatment works and where it is treated, stored, and/or disposed. processes of the treatment plant, including all bypass piping and all balance showing all treatment units, including disinfection (e.g., flow rates at influent and discharge points and approximate daily flow the diagram. 16E. A,�L'} e.Ae d 77 and effluent quality) of the treatment works the responsibility of a and describe the contractor's responsibilities (attach additional contractor? • Yes % No If yes, list the name, address, telephone number, and status of each contractor pages if necessary). Name: Mailing Address: Telephone Number. ( ) Responsibilities of Contractor. B.5. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5 for each. (If none, go to question B.6.) a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule. . b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies. ❑ Yes , No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22 C4Q- 0,0„J 3 ri CArT TLr O k O of ,. g r z ^ vs, a 0 S o o^ z 0 s ti `J • 1 FACILITY NAME AND PERMIT NUMBER: Kawsvi 1le. WWW NC, oo3io(d0 PERMIT ACTION REQUESTED: e— e_iteoa,i RIVER BASIN: C.-Av. FerA(` c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable). d. Provide dates imposed applicable. For improvements applicable. Indicate Implementation Stage - Begin Construction - End Construction - Begin Discharge - Attain Operational e. Have appropriate Describe briefly: by any compliance schedule planned independently dates as accurately as possible. Level permits/clearances concerning other or any actual dates of completion for the implementation steps listed of local, State, or Federal agencies, indicate planned or actual completion Schedule Actual Completion MM/DDIYYYY MM/DD/YYYY below, as dates, as Yes 0 No / / I / / / / / / / / / / / / / Federal/State requirements been obtained? 0 B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD Applicants that discharge to waters of the US must effluent testing required by the permitting authority on combine sewer overflows in this section. All information using 40 CFR Part 136 methods. In addition, this data QA/QC requirements for standard methods for analytes based on at least three pollutant scans and must be Outfall Number. ! ONLY). • provide effluent testing data for the following parameters. Provide for each outfall through which effluent is discharged. Do not include the indicated information conducted other appropriate data must be reported must be based on data collected through analysis must comply with QAIQC requirements of 40 CFR Part 136 and not addressed by 40 CFR Part 136. At a minimum effluent testing no more than four and on -half years old. POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE ANALYTICAL METHOD MLIMDL • Conc. Units Conc. Units Number of. Sample's CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS AMMONIA (as N) 4(312,0 ( ` J CHLORINE (TOTAL RESIDUAL, TRC) as ug 1 DISSOLVED OXYGEN �' � �1 rty �7 1 TOTAL KJELDAHL NITROGEN (TKN) �r _ej t %� �Q v c, ' NITRATE PLUS NITRITEv/" NITROGEN +� ' i` 4-Ali J OIL and GREASE gl 5� 1- PHOSPHORUS (Total) ,�,��1 ` TOTAL DISSOLVED SOLIDS (TDS) OTHER ' END OF PART B REFER TO THE APPLICATION :OVERVIEW PAO 'I TO DETERMINE WHICH:OTHER PARTS; f.'• - ! .G:" lY..!51 �-f..t/...�� .�- II - 14 H ' �.:s - f k OF FORM�2A,YOU; 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: neASV i I le. WWTP NGD03(o!o(o8 PERMIT ACTION REQUESTED: f' i-ne.>aa ( RIVER BASIN: CAPt. feat' 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 Basic Application Information packet Supplemental are submitting: Application Information packet: D (Expanded Effluent Testing Data) E (Toxicity Testing: Biomonitoring Data) F (Industrial User Discharges and RCRA/CERCLA Wastes) G (Combined Sewer Systems) • Part ❑ Part ■ Part • Part 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. t+ Name and official title £,.,iC Cyv1 but Nto.AA rroUaA tel.. Signature tfil*c_ etfivviAD Telephone number ( al)) 2910 - 03 (D 9 Date signed cf`t 1 \b) 20 k1 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: NCDENRI 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