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HomeMy WebLinkAboutNC0025259_Regional Office Historical File Pre 2018 (2)WQO L P E P T [PESiGN GFOSPaTRAL NFCa45T UCTIJPil January 11, 2013 Ms. Anita Reed, P.E. DENR/DWQ Construction Grants Et Loans Section 1633 Mail Service Center Raleigh, NC 27699-1633 RE: Engineering Certification for Permit No. WQ0035524 McKee Creek Outfall - Mecklenburg County Woolpert Project No. 071769 Dear Ms. Anita Reed: The construction of the proposed facilities listed in Permit No. WQ0035524 is substantially complete with the exception of the demolitions of the Stewarts Crossing Pump Station, Turtle Rock Pump Station, Woodbury Pump Station, Avensong pump station, the final flow diversion to abandon the Lamplighter WWTP and final surface restorations throughout the project. The Contractor is planning to transfer the flow from the Lamplighter WWTP into the McKee Outfall Line H on January 16, 2012. The plant abandonment and clean-up effort is scheduled to occur directly after the flow transfer. I've enclosed the second Partial Engineer's Certification for this project noting the sewer infrastructure is substantially complete above Manhole 38. The section of the project below Manhole no. 38 and pump station abandonment trunks were included in the prior partial certification dated December 12, 2012. Once the contractor completes the remaining pump station demolition efforts and the ground surface restorations are complete, I will submit a final certification for the entire project. Woolpert is also sending a copy of this letter to the Mooresville Regional Office as a notification of the partial activation. Please contact me at 704.526.3114 if you have any questions concerning the project. Best regards, Woolpert North Carolina, PLLC ° ..� Paul A. Smith, PE Cc: Samar Bou-Ghazale, NCDENR DWQ Surface Water Protection Mooresville NC Chuck Bliss, Charlotte Mecklenburg Utility Department Enclosure - Partial. Engineer's Certification 1ob 8731 RED OAK E'('.a11V rv° �1 V7' rili'Tr ts'a1 I. (V' Signature Date Mail this Certification to: Charlotte -Mecklenburg Utilities Permit No. WQ0035524 McKee Creek Outfall issued October 24, 2011 ENGINEERSCERTIFICATION T,P...Sel\i•ci4, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically ) the construction of the McKee Creek Outfall sewer collection system serving Mecklenburg County, hereby state that to the best of my abilities, due care and diligence was used in the observation of the following construction: construction of approximately 1iner feet of ch gravity sewer; 2,047 linear feet of 6-inch gravity sewer; , 67 ui 2-inch gravity sewer; ,linear feet of 10-inch gravity linear feet of 8-inch gravity sewer; and the discharge of 201,210 GPD of collected wastewater into the Rocky River Regional WWTP (NC0036269) sewerage system pursuant to the application received on August 16, 2011, and subsequent additional information received by the Division of Water Quality (Division), and in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. I certify that the construction of the above referenced project was observed to be 1. 1 within substantial compliance and intent of the approved plans and specifications. Registration No. b2LS 7 Attn: Anita E. Reed, P.E. DENR/DWQ Construction Grants & Loarts Section 1633 Mail Service Center Raleigh, North Carolina '27699-1633. Note: This partial certification is for the upper portion of the project between manhole no. 38 and manhole 82 including the trunk line H which abandons the Lamplighter WWTP The lower portions of the project below manhole 38 including the pump station abandonment trunks were certified on December 12, 2012. A final certification will be submitted once the project is complete including the remaining purhpstation demolitions and all ground surfac s orations. photo.jpg (320x240x24b jpeg) photo.jpg (320x240x24b jpeg) photo .jpg(320x240x24bjpeg) photopg( 20x240x24b jpeg) photo -jpg(320x240x24bjpeg) photo jpg (320x240x2411jpeg) :NINO& 'a • Hood, Donna From: Bell, Wes Sent: Monday, January 28, 2013 11'39 AM To: Hood, Donna Subject: FW: Lamplighter East Attachments: Lamplighter WWTP NCDENR Permit Rescission Request.docx; McKee Outfail Partial Engineer's Certification Upper 1-11-13.pdf; LVE WWTP NPDES permit NC0025259 eff 100708 pdf From: Brant, George [mailto:gbrantC cLcharlotte.nc.us] Sent: Monday, January 28, 2013 11:16 AM To: Bell, Wes Subject: FW: Lamplighter East Wes Thanks for your asslstar'ae ita lir:ing up an inspection of this facility cleanup. If there's any way this Inspection can be scheduled for tlals Thursday, Jan, 31., that would be ideal. I'm available anytime on Thursday to meet out there with whomever your department designates, 1°ll await your phone call on this, The attachments are from Paul Smith's (Woolpert) e-mail below and are just FYI. The reior request letter €s]ust a draft and is nut finalized yet. As Paul alludes to in his e-mail, well get it finalized and maned soon after the inspection of the clean-up. You'll also see a copy of the NPDES permit which may be helpful. George E. Brant, PE Senior Project Manager Charlotte -Mecklenburg Utility Dept, gbrant©charlottenc.gov office 704-391.5130 mobile 704-99.5--7498 fax 704-398-9180 From: Smith, Paul [mailto:PauLSmith©Woolpert.com] Sent: Friday, January 25, 2013 4:49 PM To: Bliss, Chuck; Brant, George Cc: Williams, Scott; Martin Lashua Subject: FW: Lamplighter East Chuck -- Attached is a la r aplighter rescission letter draft but it needs a few more pieces of information, I called DWO. and found out the letter should be addressed to Bob Sledge, I was also inforrned that the plant cleanup should be inspected by the NCDENR Mooresville office prior to the rescission request to avoid any Lability. I know you were trying to set the inspection up for early next week. I recommend referencing the date of the inspection in the rescission request letter. 1'rn not sure if the piant permit was officially transferred to CMUD after the acquisitirar a. The sale and transfer of ownership will also need to be referenced in the letter along with attaching the order, I don't have that transfer information so CMUD or Utilities Inc will need to fill in the blanks and finalize the Getter. I highlighted the blanks in the letter., Also attached is the sample letter Martin .supplied, the Parti i Pngineer`s Certifkatr n and the WWTP permit. Just let me know if you need any further assistance, Thanks, Paul From: Bliss, Chuck [maflto:CBl ssCilci.charlotte.nc.us] Sent: Wednesday, January 23, 2013 12:44 PM To: Smith, Paul; 'Martin Lashua'; Brant, George Cc: Williams, Scott Subject: RE: Lamplighter East Paul - Here is tine Lamplighter permit, Thnaks, Chuck. From: Smith, Paul [rants:Paul.Smith©Woolpertvcon] Sent: Wednesday, January 23, 2013 12:16 PM To: Bliss, Chuck; 'Martin Lashua'; Brant, George Cc: Williams, Scott Subject: RE: Lamplighter East Chuck, I can draft that letter for CMUD to issue but I would need some of the plant permit informa tiort to reference. On the McKee partial certificat'son,1 indicated that the plant flow was going to be diverted and the plant cleanout effort would directly follow. As far as permitting„ I'm only aware of the improvements within the McKee Outfall Plan Set being permitted with NCLJENR. That permit did include the 04) pump station abandonment trunks and the Lamplighter trunk liras and their associated flows, I will also need to send a final certification for the Mctsee permit once all the project work is complete. I was waiting for the pump station demolitions to be completed along with some surface restorations. The annexation trunks were not included in our permitting efforts so those may have been self -permitted by CMUD. From: Bliss, Chuck [rnaiito:CBliss@ci.charlotte wnc..us] Sent: Wednesday, January 23, 2013 11:40 AM To: 'Martin Lashua'; Brant, George; Smith, Paul Cc: Williams, Scott Subject: RE: Lamplighter East Martin f just spoke to BioNomics and the t)lant is basically cleaned out. They stilt need to vacuum out the filter backwash tank and spray the plant with disinfectant and get the vacuum box ,off the site, We will go ahead and schedule the inspection with NCDENR for first part of next week, So yes let's say the end of January. We will also get the permit rescinded letter written and sent in. Thanks for all your guys work on operating this plant over the last several months. BioNomiics said there is some .S gal buckets and other debris at the site, Can we please get that stuff picked up and disposed of? is there anything else such as chiernicals that need to be removed` Basically just want metal, wood and concrete left at the siteWe should be getting the demolition contract for this plant and the others in place this spring. George -a I spoke with Jon Peigler and he gave me the update. Have you gotten the n°iamfest from Republic to get the. sludge box hauled to the landfill? If we can get the sludge box hauled off that would be great. Then please call NCDENR to see if they can come out and inspect the plant early next week, like Tuesday. Jon said he would be 100% done by then. What key lock have we been putting on these plants? 2 Paul — tKierr ctinp to prepare the letter to rescind the permit? t would itIclude the partial c rtifi abon letter you seat to NCDENR Last week with it to show that the Mel is Creek project was activated. 'fir ii the sewer trunks like the one to Lamplighter part of the Na DENR permit to construct for McKee or were these self per eh by ChAUDE Just wondering rier if we have any other certification to dry tee complete this protect, Thank , Chuck From: f n Lashua madito; l3Lashpa r e a r:oa Sent: Wednesday, January 2 , 201,3 10:46 1 To: Bliss, Chuck Subj Lamplighter East Chuck Just °ar ted to touch base and see if you sti[l needed us? Do you o go through end of Has DWQ been contacted that facility is off line and permit needs to be rescinded? Thanks Regional Director Phone 7 4- 1 -0517" Fax 7 4-525- 174 email rptia hrd ur at r. ore anuary and stop? NPDES o: Surface tte ti protection See Dina >S rank °trrI ,20 8 ilt RI C'f°off: DATION Cod r t 1'\'leckknl lean it No. NCOtl' PART I- GENERAI, INFOR f `PION Yacht and Address: f r rablighter lit . Wilt+ Post 1'harlcstte, North C tr In `estgatic tr; tt 08- t Pr .parcct-lay: ` atr Bou; errs :"ont cl lcle thon the intcrscct aacl(SR 2805) in `? ti5 about {),I mile to the . Mine(' aecrt at on SR 2819 a pra im etion with Lantcrntr'cc Lane (SR 4 Junction ith Bondhaven Orl nu lc no rtlt r t` this'unction on the l i what Atta U ad No. for all disc:hat ap e\tract t t rt (70 36490641 y lhem rrlc Road (Ili lac .y 2 /27) and rg Cournir:, trrr\tc t c rtli on SR n Road (SR 2819), m rrrn right and ad racks and procccd north on SlZ.. 4501 bout facility is located approximate side of I3andha °cn Drive. Ic: t' 40' 31 rdictate tree aeili NC d rlisehill paint on Site size and expansion are consistent with. application? Yes X 'No_ If No, explain: 8. Topography (relationship to flood plain included.' Relatively flat: ,3% slopes. The treatment plant is not located in a flood plain. 9. Location of nearest dwelling: The nearest dwelling is approximately 200 feet from the plant. I O. Receiving stream or affected sutfacc wa Inflamed tributary to McKee Creek a. Classification: C b. River Basin and Subbasin No.: Yadkin and 03-07-II c. Describe receiving stream features and pertinent downstream uses: The receiving stream is about 2-5 feet wide \vial little or no natural flow and is located in a headwaters area. Downstream users are unknown PART II - DESCRIPTION' OF DISCHARGE AND TREATMENT WORKS a. Volume of wastewater to be permitted: 0.070 MGD (Ultimate Design Capacit)) b. What is the current .permitted capacity of the astem lent: faci ity? 0..070 NIGD. c. Actual treatment capacity of the current facility (current design capacity)? 0.070 MGD. d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: An authorization to construct Was issued on July 26„ 2001 for the conversion of the existing package treatment plant to an extended aeration process and for the construction of a new sludge holding tank. c. Please provide a description of existing or substantially constructed wastewater treatment facilities: The existing treatment facilities consist of a. 0.07 MGD package extended aeration WWTP consisting of a bar screen, aeration basins, secondary clarifier, aerobic sludge digester, .mixed media pressure filter, filter backwash holding tank, liquid chlorinationldisinfection contact chamber and an instrumented continuous .flow measuring device on the effluent. Please provide a description of proposed wastewater treatment flicilities: N/A Pussihl erg impacts to surface water ; None other tip ogram (POTWs only l: N/A, Residuals landln and uti[iatican/disposal schnre shin; Rsir►a9 are Fein 1 contractor eplrtrr r.* o:: r pplicd, pleas specify l G '( Pcrn�it o : Resicltrals stab li ation: N/A ndtill i. Other d trans' disposal (p toar : ain Trt atm n: 4952 Code(s) firm 3to-Tech, D0 6 Fudge is r° :r o ed and South Caroler tack ca p!d rat in sheet): tv lass I1 see attached r . t}8 d de. 06107 PA.... III ® T ER Pt RTINE TINE ORM Tit N Is this facility being constructedwt. Con trxuct on Grant Funds car are any public mr involved (rn..unicipals onh ;)? N/A. Special r cminoring or limitations (i portant SOC, JOC or Alteura lysis `1,,a,. n to cit\ quc sts: /'. Schedule dates (`t 'case indicat :.l /A. the fcility evalizal d a -discharge options a railah1e. I lease provide regional pers ecti ° fear caeh option Sprats, ° Irri ; rtion: a [uated and area available f'or tt ; pray° irrigationirr syst� Ccr necti an to Regional Sewr System: The se er line ira the area is separated from tl by railroad tracks, the se a-er system is not rcaddy accessible to the subdivision Suhsurfa c: Cnsuf eient band ahlc fear a subsu er I ispc sal )ptiorts: N/A .fir Quail and/err C.frcrundssater concerns or ha ardous waste utili a d at this facility that nary. impact Aatez clua1ity, air duality or g°c zar dwiater? No hazardous wa.st is used at this facility. Waste eater is et tirr<ly domestic. Air quality and groundwater will not be irrrpacted by this discba.r. Other Special Items: N/A " r ' ' L SAT ()N A.N! 11;CONINIENDATIONS The pe.rrz ittee, Carcrlit a Tater Service, Inc. of NC is applyi the permit to discharge treated domestic 4aaste gat r, `lilac wastewater ater treatment plant appeared to be in good operational conditions, No problems were ncated during the inv sti anon. ink, resiew and appro that the permit he renc ed Signature.. of cpa e the Wester NPDLS rrrface Tater rotection Region al Supervisor ca -an econ ended Michael F. Easley, ravernctr William G. Ross Jr_, Secretary North Carolina Der artment of En men( and Natural Resources Cotten H. Sullins, Director Division of Water Quality April 18, 2008 I<ARTIN LASHUA REGIONAL, DIRECTOR CAROLINA WATER SERVICE INC OF NC PO BOX 240908 CHARLOTTE NC 28224 Subject: Receipt of permit renewal application -NPDES Permit NC0025259 Lamplighter Subdivision WIT Mecklenburg County Dear Mr. Lashua: The NPDES Unit received your permit renewal application on April 17, 2008. 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 permits, please contact Susan Wilson at (919) 733-5083, extension 510. Sincerely, Dina Sprinkle NPDES Unit cc: CENTRAL FILES Mooresville Regional Office/Surface Water Protection NPDES Unit North Carolina. Division of>a Internet YODv..1109(e.0411kt. er Quality 1.617 Mail Service Center Raleigh, NC 27699-1.617 Phone (919) 733-7015 1,�occation: 512 N. Salisbury St. Raleigh, NC 27604 Fax (919) 733-2496 Customer Service 1-877-623-6748 rolina rally An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper UtilitleInc: Mrs. Dina Sprinkle NC DENR Division of Water Quality Point Source Branch 1617 Mail Service Center Raleigh NC 27699-1617 Re: Lamplighter Village EtWW iP NPDES NC0025259 Renewal Request I Mrs. Sprinkle, Please find enclosed Applicabon and attachments the facility referenced above. If you should have any questions or rid any by email at tjkonSLtltc� liwaterr.cann Thank you in advance for your attention. Tony Koonsul Regional Manager Cc: Martin Lashua Mary Arrnentrout April 10, 2008 the NPDES permit for 7 Ix218©r a Utiles, tnc c npany *ri a P.©, Box 240908 Chairs, NC 28224P: 704-525-7990' F: 7 74 5701 Westpark Dr., Suite 101 # Charlotte, NC 28217 Ar www.uiwater.com Fruppr- NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD Mail the complete application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit NCO025259 If you are completing this form in computer use the TAB key or the up - down arrows to move from one field to the next, To check the boxes, click your mouse on top of the box. Otherw se, please print or type. 1. Contact Information: Owner Nance Facility Name Mailing Address City State / Zip Code Telephone Number Fax Number e-mail Address Carolina Water Service, Inc of NC Lamplighter Village East -WWTP P.O. Box 240908 Charlotte NC, 28224 (704)525-7990 ext 218 (704)525-81.74 2. Location of facility producing discharge: Check here if same address as above [) Street Address or State Road 7806 Bondhaven Drive City State / Zip Code County Charlotte NC, 28215 Mecklenburg 3. Operator Information: Name of the firm, public organization or other entity that op referring to the Operator in Responsible Charge or ORC) Name Mailing Address City State / Zip Code Telephone Number Fax. Number 1 ci3 Carolina Water Service, Inc of NC P.C. Box 240908 a (Note that this is not Charlotte NC, 28224 (704)525-7990 (704)525-8174 Fam-D 1 /06 NPDES APPLICATION * FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 GD 4. Description of wastewater: Facility Generating Wastewater(check all that apply): Industrial Commercial Residential School Other Li LJ Number of Employees Number of Employees Number of Homes Number of Students/Staff Explain: 99 Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers, restaurants, etc.): Lamplighter Village East - Subdivision 199 x 2.5 = 498 Population served: 498 5. Type of collection system Separate (sanitary sewer only) [j Combined (storm sewer and sanitary se 6. Outfall Information: Number of separate discharge points Outfit]] Identification number(s) 001 Is the outfall equipped with a diffuser? 111 Yes El No 7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall Unnamed tributary of McKee Creek. S. Frequency of Discharge: Continuous Ei Intermittent If intermittent: Days per week discharge occurs: Duration: 9. Describe the treatment system List all installed components, including capacity, provide design removal for BOD, TSS, nitrogen and phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a separate sheet of paper. The 0.07MGD wastewater treatment facility consists of an influent bar screen, aerations basins, secondary clarifier, aerobic sludge digester, mixed media pressure filter, filter backwash holding tank,tablet chlorination and sodium bisulfite(liquid) dechlorination with contact tank. A flow meter is also part of the treatment facility. 2 of 3 Form-D 1/06 NPDES APPLICATION - FOB D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 10. Flow Information: Treatment Plant Design flow 0.0700 MGD Annual Average daily flow 0.0377 MGD (for the previous 3 years Maximum daily flow 0.0700 MGD (for the previous 3 years) Is this facility located on Indian country? �] Yes No 12. Effluent Data Provide data far the parameters fisted. Fecal C©liform, Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. Effluent testing data must be based on at least three samples and must be no more than four and one half years old.. Parameter Biochemical Oxygen Demand (BOD5) Fecal. Califorrn Total Suspended Daily 9.8 5.0 Monthly Average Units of asuremen mg/ L u€rtber of' samples (5)-Jan08 76 8 00m1 Jan 08 olids 7.8 Temperature (Summer) 27.2 4.5 23.3 mg/ L an 08 Celcius 4) -July 07 Temperature (Winter) 16.8 Celcius (5) Jan 0 pH 7.3 6. units (5) Jan 08 13. List all permits, construction approvals and/or applications: Type Permit Number Hazardous Waste (RCRA) UIC (SDWA) NPDES PSD (CAA) Non-attainrrment program (CAA) NC0025259 14. APPLICANT CERTIFICATION Type NESHAPS (CAA) Ocean Dumping (MPRSA) Dredge or fill (Section 404 or CWA) Special Order of Consent (SOC) Other Permit Number I certify that Iam familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate, c4 North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management. Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) 3of3 Form-D1/06 April 10, 2008 Mrs. Dina Sprinkle NC DENR Division of Water Quality Pont Source Branch 1617 Mail Service Center Raleigh NC 27699-1617 Re: Lamplighter Village East WWTP NPDES NC0025259 Sludge Management Plan Dear Mrs. Sprinkle, As sludge and other so[ds are generated at this facility, they are periodically removed by a ntl ar', I ioT transported to their land application facility located in Cayce, South Carolina (Permft ND0069761' Other contractors are available should BioTech be unable to meet a schedule. If you should have any questions or need any additional information, please do not hesitate to call me at 7Q4-52 7x 218 or by email at tfkarr,sul(Pgivvatercr rra. Thank you in advance for your attention. Sincerely, Tony lonsut Reg rnal Mara auriles, conparrfCarolina Water Service, Inc, of North Carolina P.O. Box 24O908 0 Charlotte, NC 28224 " P.: 704-525-7990 '' F: 704-525-8174 5701 Westpark Dr, Suite 101 I Charlotte, NC 28217 www.uiwater.axan Michael F. Easley, Governor William G. RossJr., Secretary a Department of En on anrd Natural. Resources Coleen H. Sullins, Director Division of Water Quality Mr. Martin Lashua Carolina Water Servic P. O. Box 240908 Charlotte, NC 28224 nc. of NC October 7, 2008 Subject: Issuance of NPDES Permit NC0025259 Lamplighter Village East Subdivision WWTP Mecklenburg County Dear Mr. Lashua: Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are forwarding the attached 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 May 9, 1994 (or as subsequently amended). This final permit includes no changes from the draft permit sent to you on August 13, 2008. 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 decision shall be final and binding. Please note that this permit is not transferable except after notice to the Division. The Division may require modification or revocation and reissuance of the permit. 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, the Coastal Area Management Act or any other Federal or Local governmental permit that may be required.. If you have any questions concerning this permit, please contact Bob Sledge at telephone number (919) 807-6398. cc: Central Files Mooresville Regional OfficeSu NPDES Unit Sincerely, Coleen H. Sullins :ter Protection. Section. One No thCarol ina ,,tiaturalll ifh Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 :'hone (919) 807-6300 het: www,newater' u.n1i'tp.org Location:: .512 N. Salisbury St. Raileigh„ NC 27604 Fax {919,) 807-6492 An Equal ©pporlunity/Al{irmat °e Action Employer — 50% Recycled/10% Post Consumer Paper Customer Service 1-877-623-674tt Permit NC0 252 STATE F NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND AT RESOURCES DIVISION OF A QUALITY PER rr TO DISCHARGE WASTEWATER UNDER'T NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute I43w` I .1, other lawful standards and regulations promulate . and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Carolina ater Service, Inc. of NC is hereby authorized to discharge wastewater: fro a facility located at the Lamplighter East Subdivision WWTP 7806 Brookhaven Drive North of Wilgrove MecklenburgCounty to receiving waters designated as an unnamed tributary to McKee Creek in the Yadkin Pee -Dee River Basin, in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This perrtnit shall become effective December I, 2008. This permit and authorization to discharge shall expire at midnight on Novemb0 2013 Signed this day October '7, 2008. en H. Sullins, Director Division of Water Quality By Authority of the Environmental e Management Commission SUPPLE TO ' T COVER SHEET PerNC002511 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, toms, and provisions included herein. is hereby authonied to Carolina Water Service, Inc. of NC Continue to operate a 0.07 GD wa components: ate bar screen aeration basins secondary clarifier aerobic sludge digester mixed media pressure filter filter backwash holding tank tablet chlorination dechlorination continuous lost gated fow measure atment facility consisting of the following order` This facility is located at the Lamplighter East Subdivision it rove in Mecklenburg County. WTP, 8 6 Bondhaven Drive, north of Discharge e: from said wastewater treatment works at Out al 001 into an unnamed tributary of McKee Creek (see attached map), a class 0 eater in the Yadkin Pee -Dee River Basin, NC0025259 CWS Lamplighter East WWTP USGS Quad Name: Mint Hill Receiving Stream: UT McKee Creek Stream Class: C Subbasin: Yadkin Pee -Dee 03-07-11 35°13'09" Long.: 80°40'31" Permit NC0025259 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration the Permittee is authorized to discharge from, outfall 001. Such discharges shall be limited and monitored by the Pei inittee as specified below: EFFLUENT CHARACTERISTICS How BOD, 5 day (20°C) (April 1 -October 31) BOD, 5 day (20°C) (November 1 - March 31) Total Suspended Solids NH3 as N (April 1 October 31) 0.07 MGD 18.0 mg/L 27.0 mg/L 30.0 mg/L 45.0 mg/L NH3 as N (November 1 - March 31) Dissolved Oxygen2 Fecal Coliform (geometric mean) Total Residual Chlorine3 30.0 mg/L 45.0 mg/L 2.0 mg/L 10 mg/L 4.0 mg/L 20 mg/L MONITORING REQUIREMENTS Measurement Frequency Continuous Weekly Weekly 200/100 ml 400/100 ml 17 pg/L Weekly Weekly Weekly Weekly Weekly sarnote:Tif Recording Composite Sample Location Influent or Effluent Effluent 2/Week Composite Composite Composite Composite Grab Grab Grab Effluent Effluent Effluent Effluent Effluent, U, D Effluent Effluent Temperature (effluent QC) Total Nitrogen (NO2+NO3+TKN) Total Phosphorus Daily Weekly Quarterly Quarterly Grab Grab Composite Composite Effluent Effluent Efflu Effluent THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS Footnotes: 1. U: upstream. 100 feet from the outfail. D: downstream 300 feet below the outfall. Instream samples shall be grab samples. 2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 3. The Division shall consider all effluent TRC values reported below 50 AWI to be in compliance with the permit. However, the Pennittee 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 Agit 4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. NPDES Permit ]'age i c,f16 PART II STANDARD CONDITIONS FOR NPDES PERMITS Section Definitions 2/Month pies are collected twt eeh Si nples are collected three tithe per week on three separate calendar days. in .Act or "the_. Act" The Federal Water Pollution Control A.ct, also known as the Clean Water A.ct, as amended, 33 DSC 1?51, et, seq. Annual Average The a. conform, the ge.e&.rme f all "daily disehar. Arithmetic 1:v1ean 'fhe arraanaaation >f tlar:° individual values ded by of individual values, Bypass The )down diversion. of waste streams from. any portion of a treatment.faci is not a designed or established or operating mod r for the facility. Calendar '.i)av "Hie period from n. consecutive ?4-hour period rlcuts the calendar day nzxa be used for sa. Compost" between grab s, Ste' saraatrles may between sample irtte a1lrrra rval between 24-hour cot'tttn volume: a series d combined proporri LOU aar, contxt�urat rple representative ropeiate method (s a case -la case, Aria eh, 1pt l through June azplin „ o the \. "a.srewater ditch ific number and size ids; alendar year. In the case r irachid ha y the collection the next day — However, for pit loses of this permit e of at least 1.00 m r automatic, c he plus collected at equal tirrte intervals r>ver a .24 hour rate of flow measured at the titaae r.af individual ssatrapie ies of grab samples of equal volume collected over a 24 herut gallons passim; the: sanip se of a flow recorder: and sampl< ca.r.11ection dwec;l at rtrr eater than 1/24 of the (4) Constant tinac°y''e:citistaatt oltirrre: a series of grab samples of equal volume collected over a 24--hour per a constant time of this method requires prior approval by the Director. This method. may only be used in situations where effluent flow rates vary less than 15 percent. The folio restrictions also apple: Influent and effluent grab ,samples shall be of equal sire and of no less than 100 milliliters Version 10/10/2007 NPDES Pert . Page 2 of 16 Influent samples shall not he collected more than (inc( per hour. Perminees with wastewater treatment systems whc)se detention time <, 24 hours shall collect effluent ,grab samples at intervals of no greater than 20 minutes .apart during uv 24-hour period. Peri-nittees with. wastewater treatment systems. whose detention tinie exceeds 24 hours shall collect effluent grab samples at least every X hours IX = days detention. time] ()vet a 2,1-hour period. E.ffluent samples shall be collected at least every six himrs; there must be ia minimum of four samples during a 24 - hour sampling period. (...Jontinuous flow measurement Flow monitor'ing that occurs without interruption throughout the operating hours 0.1 the facility. Flow shall. he monitored COntinUalk for the in.frequeur times when there may be no flow or for infrequent maintenance :activities on the flow de -vice. Daily Discharge The discharge of a pollutant measuredduring at calenditt day or aii 24-hour period that reasonably. represents the calendar day for purposes of sampling, For pollutants measured. in units of mass, the "daily discharge." is calculated as the total ma.ss of the pollutant discharged over the day. The "daily dischinge" concentration comptises the mean concentration for :1 24-hour sampling period as either a composite sample ctineentratitin or lie arithmetic mean of all grab samples collected during that period. (40 CFR 122.2) Dilil Maximum The highest "daily discharge" Fir conventional itnd other non -toxicant parameters. 'NOTE: Permittees may not submit a "daily average" calculation [for determining unplun1e ith permit limits] for toxicants. See the relevant Federal effluent guideline[s] for the appropriate calculation interval, Daily Sampling Parameters requiring daily sampling shall be. sampled 5 (init of every 7 days per week unless otherwise specified in the permit. Tin Division expects that sampling shall be conducted on weekdays except where holidays cir other disruptions of .normal operations prevent weekdainipliiig Ifsiampling is required for all seven dn of the week for any 'permit parameter(s), that requirement will be so noted on the 1.1.:fflueni Limitations and Monitoring Page(s). DWQ or "the Division" The Division of Water alitT, Department of Environment and Nanual Resources., EMC The North Carolina Environmental Management. Cormnission, Facilitx Closure The cessation of wastew:iter treatment ar a permitted facility, or the cessation of all activities that require coverage under the NPDES. Completion of facility closure will iallow this permit to be rescinded. Geometric Mean The Nth nom (if the product of the individual vAucs where N — the number of individual values. For purposes of calculating:, the geometric mean, values ail "0" (or "< [detection levetr) shall be C(msidered ----- Grab Sample Individual samples of at least 100 nil collected over a period of time in exceeding 15 minutes. Grab siimples can. be collected. manualle. Grab siimples must be representative of the discharge (or .the receiving stream, for instream samples). Ilazardous Substance substance designated under 40 CFR. 'Part 116 pursuant to Section 311 of the (lean Water A.ct. Version 10/10/2007 NPIDES 'Permit Standard Conditions Page 3 of 16 Ins tan ta n eo us flow measure.ment A measure of flow taken at the time of sampling, when both the sample and flow will be repte.set dischaige. afire iI tile Vital Month. ,r Avera :ration Ile arithmetic mean of a11" daily discharges" cif a pautan t measured during the calendar month. In the case of fecal colifortn, the geometric meats 0 f such. discharges. Peru The Director of the Division of Water i.,)13aLiT, Qiiarterly Average (concentration limit) The average of ;ill samples taken over a calendar quarter. Severe property damage Substantial physical. dainage to property, darnage to the treatment facilities which causes them to become inoperable, or substantial ;ind .permanent loss. of natural resources which can reasonably be expected to occur in the absence of a. bypass. Severe property damage ,excludes economic loss caused In elelays in production, foxic Pollutant: Any pollutant listed as toxic under Section 307(a)(1) the Clean Waier Act. Upset A.nincident beyond the reasonable control of the .Pertnittee causing unintentional and temporary noncompliiince with permit effluent limitations and/or monitoring requirements. An upset does not include non.compliance caused by operational ern:Jr, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or .'unproper operation, Weekly Average (concentration lit:rut) The arithmetic mean of all "daily discharges" of a.p llut aut ineaured during the e tkndar eek, In the case of...fecal coLifcirtn, the geometric mean cif .such discharges. Section B. General Conditions I.. Duty to Comply The Perinittee must ctimply with all conditions of this permit, (lw permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action:, for permit termination, revocation and reissuance, Or modification; or denial of a permit renew:al application [40 CF.R.122.4.11, a. The Permittee shall cotnpli with effluent standards, or prohibitions established under section .307(a) of the Clean Water ,Act .for toxic pollutants and with standards for sewage sludge use or disposal established under section 405(d) of the Clean Water Act within the tune provided in the regulations that establish these standards cir prohibitions or standard.s for sewage sludge LISC or disposal, even if the permit has not vet 'been modified to Incorporate the requirement.. h. The Clean Water Act prtivides that any person who violates section 301, 302, 306, 30', 308, 318 or 405 of the: Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, (ir any requireinent ityJpcised in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil penalty not to exceed $25,000 per du fin each violation. [40 (T1R 122,41 (a) (2)1 c. The Clean Water Act provides that any person who nesii:gently violate&c r1ons 301, 302, 306, 307, 308, 318, or 405 of the Act, ot any condition or limitation implementing any of such sections in a permit issued under Version 10/10/2007 NPDES Permit Stindard Conditions Pagc 4 of 1.6 sect„ion 402 of the (kct, or any requirement illIposed in a pretreannent program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 TO $25,000 per day of violation, or imprisonment of not more than I year, or both. In die case of a second or subsequent conviction for a negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by impriscmment of not more than 2 Vears, or both. [40 CFR 122.41 (a) (2)1 2),,ny person who k,now*,), violates such sections, or stich conditions or limitations is subject to criminal penalties of $5,000 to S50,000 per day of violaticin, or imprisonment for not more than .3 years, or both, In the case of a second or subsequent ciinviction fin a knowing violation, a perscm shall be subject to criminal penalties of not more than Sit/0,000 per day of violation, or imprisonment of not more than 6 years, or both. [40 CFR 12241 (a) (2)1 e, Am) person who knowingly violates section 301, 30.2, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementnig any of such sections in 1 permit issued wider section 402 of the (keit and who kiiiiws at that time that he thereby places another person. in immanent danger (if death or serioUS bodily injury', shall, upon convicticin, be subject to a fine of not more than $250,000 or impfisontnent of not more than :15 itears, or both. In the ctise of a second or subsectuent ccinviction for a kro„iwing endangerment .violation, a person, shall be subject to a fine of ion more than $500,000 or In inaprisimment of not noire than 30 years, or both..An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall uptin conviction of Violating the imminent clanger prcivision, be subject to a fine of not more than S:1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122,41 t')a), (2)] f. Under state law, a civil penally of not more than $25,000 per violation may be assessed tigainst any person who violates or fails to tier in accordance with the terms, conditions, or requirements of a permit. [North Carolina General Statutes 143-21.5„6„,!%1 g. Any person may be assessed an administrative penalty by the :Administrator fur violating section 301, 302, 306, 307, 308, 318 or 405 of this ,Act, or any permit condition or liinita, don implementing anv of such sections in a permit issued under section 402 of this Act, ;'\dministiative penalties for (...lass I 'violations are not: to exceed $10,000 per violation, with the maximum amount of any Class I. penalty tissessed not to exceed $25„000. 'Penalties for Class 1,1 violations are not to exceed $.10,000 per day for each, day during which the violation continues, with the maximum amount itf anv Class II penaltynor to exceed $125,000. [40 CFR 12.2.41 (a) (3)I u ty_ tO hngair Permittee shall rake all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit with -a reasonable o.i of adversely affecting human health or the environment [40 fl:FR :122A 1 (d),I. 3. Civil and Criminal Except as provided in permit conditions on "Iiypa„ssing" Tart II. C. 4), "Upsets" (Part IL C. 5) sand "Piawer Failures" Tart IL (.. 7), nothing in this permit shall be construed to relieve the 'Permittee .Froin any :re.sponsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215..3,143-215.6 or Section 309 of the Federal Act, 33 LISC 1319.. Fiu-thermore, th.e Permittee is responsible for consequential daniages, such as fish, kills, even though the responsibility for effective compliance May be temporarily suspended, 4. Oil and Hazardous Substance Liability 'Nothing in this permit shall be construed to preclude the institution of ally legal action or relieve the Permitter fri m. tAtIV responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143- 215.75 et seq. or Section 311 of the Federal Act., 33 USG 1321. Furthermore, the Perinittee is responsible for consequential damages., such as fish kills., even though the responsibility for effective compliance may be temporarily suspended Version 10/10/2007 \P1)l?ti Permit Stall lard Col ty Rights ance o tr��abi�lit� f this permit, , Provide Information r11 — rule an tcd the.rcl i ftun.ish to the Permit Issui. :quest ro deterllairlt: r'1aethcr cause exists for tiltrdil-Ong, reve,king and reissuing, or determine compliance Us permit, The Pertnittee upon request, copies of records required 1}t' thi I ettnit 140 CFR 122.A1 (In] pravlite p ]40 (,FR 122.41 teal or 111\ a41[ r.4onal propert, r,r agate }t ptrstoilal rights, t1(0 pro\= ircaunstances, Duty to Real ply If the Permittee 1 islac°s tr,, ce.,ratialuc: ata acm it aply for and obtain a new pernli :a the agency .lull discharg expiration date., ed by- than pert FR 122,41 ( eta=a not request vided ] 14:7-21. (,roles expuHatiun date, that does not n, vci11 subject 11bl:nitted. to the Pertnir Issuing; \uthoritt sll,tll be signed and certified All permit applications shall be signed as follows: �1) 1aor a corpora don: corporate e}fficer means: charge of a principal bus mnalan laalactic}ns for the corporatitir operatin* fac_i.lities provided., the manager operation 1.)f the regulated facility iaicl :investment reconlnlend ttl,oaati, and it term environmental compliance 'with env. the necessary 4astenls are established or a tions tak :ease r taersc :1vs and rcgu °:sponst policy ot c1t°cisiaat tar@)dllcuotL o plicit duty of making }1 ehetlsi e tlaellstlre tion the ma mycr c a nplete and accurate_ it rcyuirclnents; and where authority to sign documents has been .assigned or de. ccordance with corporate procedures.. :a partnership or sole proprietorslitp; bt as ctl,eral part municipality, State, Federal, or cat:her public agency: fficial [40 (1 R 122,22].. the proprietor, respc,ctic'eil; Version 10/10/2007 \P1)E 'Permit Standarl :,:onditions Page 6 of i6 b. All reports required by- the permit and other infiirmation requested. by the Permit issunig Authority shall he signed 'by a person described in paragraph t. above or by a duly autlictrized. represennitive of that person. A person is a duly ;tuition -zed representative only if: 1. The authorization is made in writing by a person descrilied above; 2, 1The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as, the positicin of plant manager, operator of a Well or well field, superintendent, a position of equivalent responsibility, or an individual or position having twerall responsibility for environmental matters for the company, (.,:k duly authorized representative may 'thus be either a natiied individual or any individual occupying a named pcisition.); and 3. 41-ic 'Written authorization is submitted to the Permit tssuing Authority [40 CFR 122.22] Changes to authorization: If an authorization under paragraph (h) of this section is no longer accurate because a different individual or position has responsibility for the ()reran operation of the facility, a new authorizathin satisfying the requirements of paragraph (b) of this section must be submitted to the ")irector prior to Or together With any reports, information, or applicati( be signed by im ;tuthorrzed representative [40 (14R. 122.221 d. ( ea...catin 1 on. Any person signing a document under paragraphs a. or b. of this seenon shall make the following certification [40 CFR 122.22]: 'I certify, under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted, Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete, am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." 11 Permit t ion s This pennit .may be modified, revoked and reissued, or terminated for cause. The tiling of a request by the Permitter for !a permit modification, revocation and reissuance, or erminatirm,, or a notification of planned, changes or anticir ited noncompliance does not stay any permit condition [40 CFR 122,41 (f),1, 13, Penni( Modification, Revocation and Reissuance, or Tern anon The issuance of this permit does not prohibit the permit issuing authority frotn reopeningand modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in 'Fide 40, Code of Federal Regulations, Parts 122 and 123; 'Title 15 A of the North C.,arolina Administrative Code, Subchapter 2,1I .0100; and North Carolina General Statute 143-215.1 et. al. 14, ,Annual Adrainisteriti4; and Ccimpliance Monitoring' Fee Requiretnents Perminee must pay the annual administering and compliance monitoring fee within th.ta± days after being billcd hy the E.)ivision, Failure to pay the fee in a timely manner in accordance with 15.A NCAC 2P1.0 05 (1m) may cause this Division to initiate action to revoke the permit. Section C. Operation and Munten4nce of Pollution Con ots 1. Certified Operator Upori classification of the permitted facility by the Certification Commission, the Permittee shall employ a certified water p( &Moil control treatment system operator in respcinsible charge (OR() of the water pollution contnil treatment system. Such operator must hold a certification of the grade equivalent to or greater than the classification assigned to the water pollution control treatment system by the Certification Commission, Ile Pennittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the n'pe of the systern, Back-up ORCs must p(„)$:$1.,'S'S a grade equal to (or no more than one grade less than) the grade of tile system [15A NCAC 8G,020 Version 10/10/2007 NPDES Permit Standard Conditions Page 7 of '16 Fhc ORC of each Class I facility must: Visit the facility at least 'weekly Comply with all other conditions of 15A NCAC SCI.0204. The ()RC of each ClAsti II, Ill anti IV facility must: Visit the facility at least five days per week, excluding holidays Properly manage and document daily. operation and maintenance of the .facility Comply with a1 other conditions of 1.5.A NCAC 5G.0204. Once the facility is classified, the Permittee shall sulirnif a letter to the Certification Commission designating the operator in responsible charge: a.\Vithin 6(1 calendar days prior to wastewater being introduced int() a new sys.tem b. Within 120 calendar days of: Receiving notification of a change in the classification of the system requiring the designation of a new ORC and back-up ORC A. vacancy in the position of ORC or back-up °RC. 2. Proper Operation and Maintenance The Permittee shalt at all times provide the operation and maintenance resources necessary to operate the existing facilities at optimum efficiency. 'Ile Permittee, shall at all tunes properly operate and maintain all facilities and systems of treatment and .control (and related appurtenances) which are installedor used by the Permittee to achieve compliance with the conditions of this permit. Proper cgieration and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary -facilities only when necessary to :achieve compliance with the conditions of the permit [40 CFR 122.41 (e)1. .3. _Need to Halt or Reduce not a Defense It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR. 122.41 (C)]. 4. Bypassing of 'f reatment Facilities I.ii,pass not exceeding limitations [40 CFR 122,41. (n (2)1 The Permittee nun alicnv any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation, 'These bwasses are not subject to the provisions of Paragraphs b. and c. of this section. b. Notice 140 CFR 122.41 (m) (3)1 (1) Anticipated bypass. If the Permittee notice, if possible at least ten days anticipated quality and effect of the by] (2) Unanticipated bypass, The 'Permittee 11. E, G. (24-hour notice). knows in advance of the need for a bypass, it shall submit prior before the date of the bypass; including an evaluation of the shall submit notice of an unanticipated bypass as required in Part Prohibition of Bypass (1) .13wass from the treatment facility. is prohibited and the Permit Issuing ,4-Vithority nray take enforcement actionagainst a Permittee for bypass, unless: (.:V) Bypass was unavoidable to prevent loss of life,. personal injury or severe property damage; (h) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate backup equipment should have been installed in, the exercise of reasonable engineering Judgment to prevent a bypass which occurred during normal periods of equipment. (kiwi-1.6111e or preventive maintenance; and (C) The Permittee submitted notices as 'required under Paragraph b. of this section. Version 10/10/2007 NPDES Permit Standard Conditions Page 8 la f 16 (2) Bypass from the collection sYstem is prohibited ancl the Permit Issuing ,\uthority mai—take enforcement ; action ;Against it Permittee for a bypass as provided in allurrent rr future system -wide collection system permit associated with the treatment facility, (3) 'f he Penint Issuing Authority mav approve an anticipated bypa, after considering its adverse effects, if the Permit Issuing Authi„tritY determines that it will meet the three conditions listed above in Paragraph c. (1) of this section, 5, Upsets 1. Effect of an upset [40 CFR 122,41 (n) (2): An upset c(ms-titutes an affirmative defense to an action brought for nonctimpliance with such techntikrgy based permit effluent 1n1uIatiO1l f the requirements of paragraph b. of this condition are met, No determination made during administrative review of claims that noncoinpliance was caused by upset, and belcrre at) aCtion for noncompliance, is final adininistrative action subject to judicial review. 1). Conditions necessary for a demonstration of upset: Perntittee who wishes l etdjhh the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs., or other relevant evidence that. (1) An upset occurred and that the Permittee can identify the cause(s) of the upset; (2) The Permince facility .was at the .trine being properly operated; and (3) l'he Perndttee submitted notice of the upset as required in 'Part I.I. F. 6, (F) of this permit„ (4) The Permittee complied with an remedial measures required. under Part IL B, 2. of this permit. c. Burden of proof [40 CFR 122,41 (n) (4)]: 1 lie Permittee seeking to establish the occurrence 0f an upset has the burden of prorif in any enforcement proceeding, O. Retnoved Subs ran(7es Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall he urilizedlchsposed of in accordance' with NCGS 143-213.1 and in a manner such its to prevent any pollutant from such materials frrttn entering waters of the State or mivigable W a t ers of the 'United States. 1he 'Perinittee shall complv with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of 40 C.FR. Part 503, anv permit issued in the Permit Issuing Authority for the titilizarion/disposal of sludge tnay be reopened and modified, or revoked ttird reissued, to incorporate applicable requirements 'at 40 CFR 503. 'rhe Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the requirement. The Permittee shall notify the Permit Is:suing Autlioritv of tfin' significant change in its sludge use or disposal practices, 7. owerFailures, Elie Permitteris responsible lbr maintaining adequate i;aleguards ras requi`red Iry 1.5A NCAC 21 1.0124 Reliability) to prevent the discharge of untreated or inadequately treated WaSteS during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated effluent. Section . Monitoring and Records 1, Representative Sampling Samples collected and measurements taken., as required 'herein, s'hall be characteristic of the volume and nature of the permitted discharg,e. Samples collected at a frequency less than dailv shall be taken on a dav and titne that iS characteristic of the discharge over the entire period the sample represents. (NE samples shall be taken at the inorntoring points specified in this permit and, unless otherwise specified, before the effluent loins or is diluted any other wastestream, hod v of water, or srubstance. Monitoring points. shall not be changed without notificrition to and the approval of the Permit. Issuing Authority [40 CFR 122,41 (W. Version 10/10/2007 NPDES Permit Standard. Conditions Page 9 o 1 6 2. Reporting Monitoring results obtained during the previous month(s) shall. be summarized for each month and reported on A monthly '.Discharge :Monitoring Report (DMR) Form (NIR 1, Li, 2, 3) or alternative forms approved by the Director, postmarked no later than the last calendar day of the month following the completed reporting period. The first DMR is due on the last day of the month following the issuance (:)f the permit or in the cast . of a new facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these, and all other reports required herein, shall besubmitted to the .following address: NC DENR / Division of Water Quality / 'Water Quality Section ATTENTION: Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-161.7 3. Flow 'Measurements Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The devices shall be. installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device, Devices selected shall be capable of measuring flows with a maximum deviation of less than 1 0'./0 from the true discharge rates throughout the range of expected discharge volumes. How measurement devices shall be accurately calibrated at a minimum of once per .year and maintained to ensure that the accuracy of .the measurements is .consistent with the accepted capability of that type of device. The Director shall approve the flow measurement device and monitoring location prior to installation. Once -through condenser cooling water flow monitored bypump logs, or pimp hour rneters as specified in Part I of this permit and based on the manufacturer's pump cur‘,es shall not he subject to this requirement. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the ENIC regulations (published pursuant to NCGS 14'3-215,63 et. seq.), the Water and Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control. Act (as Amended), and 40 CFR. 13(; or in the case of sludge use or disposal, approved under 40 CFR. 136, 'unless otherwise specified in 40 CFR 503, unless other test procedures have been specified in this permit [40 CFR 122.411 To meet the intent of the monitoring required by this permit, all test. procedures must produce minimum detection and reporting levels that are below the permit discharge requirements and all data generated must be reporteddown to the minnnum detection or lower reporting level of the procedure, if no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive nethod with the lowest possible detection and reporting level) approved method must be used.. Penalties for Tampering The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to he maintained under this perrnit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two t.,eau s per violation, or by both, if a conviction of a person is for a vi()latit:-m committed after a first conviction of such person under this paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or both [40 CFR 12.2.411. 6, Records Retention Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR 503), the Permittee shall retain records of all monitoring infOrmatit..m, including: all calibration and maintenance records all. original strip chart recordings' for continuous lip:mit-0ring 1115 ttUiiicn0ttU1 Version 10/10/2007 NI3I3ES Permit Standard Conditions I) 416 copies of all reports required by this permit :;;•'-‘ copies of iU data used to complete the application for this permit These records or copies shall he maintained f Ir a period of .at least 3 years from the date (if the sample, trieasure.menr, report or application, This petit:id may be extended by request of the Director at any time [40 CFR 122.411. Recording Results For each measurement or sample taken pursuant to the re the following information [40 CFR 122.41]: a, °The date, exact place, and time of -sampling It measurements; h. 'The individual(s) who performed the sampling or measurements; c, The date(s) analyses were perfiirmed, d, The individuahs) who performed the analyses; e. ike analytical techniques or methods used; and 1„ 1 he results of such analyses, s of this j)1 nnit thc Perraittee shall record S. Inspection and Flury The 'Permitter shall allow' the Director, or an authorized representative (including 3I1 authorized contractor acting a representative of die Director), upon the presentation of credentials and other documents as may he required by law, to; Enter upon the Permirtec's premises where a regulated 'facility fir activitit is located or conducted, or 'where records must be kept under the conditions. of this permit; 1„). Ffave access to and copy, at reasonable times, any records that must be kept th.e permit; c. Inspect at reasonable times any facilities, equipment (including monitoring and control tquiptivent), 'practices, or operations regulated or required, under this permit; and d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise -authorized 13v the Clean 'Water Act, any substances or parameters at anv location F10 CFR .122..41 (i)]. Section E Repo ing_Requirements 1. Change in Discharge \41 discharges authorized herein shall be consistent with the titrins and conditions of this permit. The discharge of any pollutant identified inthis permit more frequently than. or at: a level in of that authorized shall constitute ti violation of the permit, Planned Changes The 'Permitter shall give notice to the Director as soon at: possible of tiny planned physical taltera . s o.r additions to the permitted facility [40 CFR 12141 (Th. Notice is required only when' -The alteration or addition to a pernuttcd facility EILAV meet one of the criteria for new sources at 40 C.:FR. 122.29 (1)); or h. The alteration or addition oitild significantlychange the nature or increase the quantity of pollutants discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to notification recpUrenients under 40 (FR 122.42 (a) (1). c.'The alteration or .addition results in a significant change in the Perntittee's sludge use or disposal practices, and such alteration, addition or change may justify the application of 'permit conditions that are different from or absent in the existing permit, including' notification. of additional use or disposal sites not reported. during the permit .application process or not reported pursuant to an apprctved land application plan, Anticipated Noncompliance The Permittee shall give advance nonce to the Director of any planned changes to the periluitttll facility or other activities that might result in noncompliance with the permit [40 CF.R 122.41 (1) (2)1. Version 10/10/2007 NP%)E; Vag.e 1.1 e,t` 16 This >;modift may me( ^,'I() nitor Monitoring mmi.t is not transferable to ant l erson except after notice to the Director. The on and .reissuance of the permit to document the change of ownership. Any' ate other requirements as mar he necessary under the Clean `Vater Act [40 CFR 122.41 (1, a. 11lo ntt:a rl: prov. h° 1f the Pertmi mr)nitoring sha monitors any polls laded inn the calculi Twenty-four Ho Reporting; a. `l:he Permit tee shall report to the Tally threatens public health or the environment. time the Pernuttee became aware of the itltt Is specified el e her in this permit [48:} C;I R 122.41 (1) (4)1, a DischargeMontt( srinl; Report (Mil (ice 1 a.rt 11. 1) 2) or f monitoring of sluudge use or dispt: e:quent:lh' than required by this. permit, the' results of snack �l reporting of the data submitted on the DER. Regional Office any formation shall be prow cutr5stances, A vwritten subt provided s ithin 5 days of the time the Permittee becomes subnussicna shall contain a description of the noncompliance, including exact dates and tinges, and if the noncompliance has ex1'sected to continue,; and steps taken or pL'inned to reduce, noncompliance 140 CI R 1.22,41 (1) (64 b. The Director may waive the written re1c tenors has been received within 24 hour,. c.. Occurrences outside morn persc.onnel at ( (0) 662-795 '1 he the • N onconapl ertxnittee shs e cutnpliance that ed orally vvithtn 24 be. aware of the circumstances. 'I"he and .its cause; the period of noticompltance, not been corrected, the anticipated time eliminate, and prevent reoccurrence of the report, under this nection if the oral 1 business hours mar also be reported to the Divis i i00) 5 0368 at i919) %33-3300. stances of noncompliance not reported under Part 1 •ts are submitted. `I he reports shall contain the infortma 40 CFR 122,41 (1) Informa the Peril' 1 incorrec such fa ee beunnnes aware that it ortnation iaa a permit apl [40 CFR. 122.41 (1) 9, 1c>ncotmpliance No The Peranitt Tiv>iyiota as soon as passe occurrence or first knowled An wait digester he water t` e abnormal mown passage of a submit any relevant facts i Canon ctr in any report to the Dire( =_ 5 and 6. of this permit at n listed in Part 1I. -° 6 of a permit applicant. niate am 24 hours or on the next work he occurrence of an of'tlne follttwing. tic, sucl substance through 1 tnpth- sul.nn charge of significant amounts of ing of the contents of a sludge facility; or any other unusual h. any process await failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater tx:eatn:nent such as mechanical or electrical failures of pumps, aerators, ccmapressors, etc, c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of ,all or and portion of the influent to such station or facilitr. Version 10/10/2007 NPDIES" Permit Standard Conditions Pigc 12 0116 Persons reporting such occurrences bV telephone shall also file a written reportwithin 5 days following first knowledge. of the occurrence. 10. Availability of Reports Except for data determined to be confidential under NCGS 143-215,3 (11)(2) or Section 308 of the Federal Act, 33 'USC 1318, all repcms prepared in accordance with the terms shall be ;wadable for public inspection. :at the uffices of the Division. As required br the Act, effluent. data shall tir:4 be considered confidential, Knowingly making any false statement on any such report may result in the imposition of Criminal penalties as provided for in N( G.S 143-215.1 :11))(2) or in Section 309 of the Federal_ Acr. 11. Piia1its forFalsificatiot if Reports , e (lean \X,.'ater Act provides, .that anv person who knowingly' makes an' false statement, representirtion, or certification in tn recyird or other document submitted or required to be maintained under this permit, includirag lair:minoring reports or reports of compliance or noncompliance shall, upon conviction, be punished be a fine of not more than H) Tier violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122,41. 12, Annual Performance Reports Permittees who own or operate facilities that collect 0 t t re a t municipal or domestic waste shall provide an annual report to the Permit Issuing Authority and to the users/customers served by the Pennine& (NC(S 143-215,1C). The report shall summarize the perfOrinance of the collection or treatment system, as well as the extent to which die facility WaS compliant with applicable Federal or State laws, regulations and rules pertaining to water quality. TIle report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon .which annual period is used for evaluation. PART III OTHER REQUIREMENTS Section A. Construction 'The Permttee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an ...:3uthorization to Construct (AtC.,) permit, Issuance cd an At( will not occur -until Final Plans and Specifications for the proposed construction have been 'submitted by the Pennine& and approved by the Division, Section B. Groundwater Monitoring The Permittee haU, up(in written notice 'from the Director, conduct: grcRindwater monitoring as .may be reqinred to determine the compliance of this NPDES permitted facility with the current .groundwater standards. Section C. Changes in Discharges of Toxic Substance's 1he Permitter shall notify the Permit Issuing Authority ;is soon as it knows or has reason to „ there (40 ('FR 122.42): That any activity has occurred or will occur which would result in the discharge, on a routine, or frequent basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the hi8hest of the following "notification levels"; (1) ()lie hundred micrograms per liter (1.00 (2) Two hundred micrograms per liter (200 rig/I..) for ;tcrolern. and acnionitrile; five hundred micrograms per liter (5(11) fig/f.,) for 2.4-dinitrophenol ,and for 2-methv1-4.6-dinitrophenoli and one milligram per liter (1. for antimony; (3) Five times the maximum conccn[tatam value reported fcir that pcillutant 01 Ibe permit application. b. That MINaC in has occurred or will occur winch would result in atIV discharge, on a non -routine or infrequent basis, of a -toxic pollutant .which is not limited in the permit, if that dis,eharge v. ill exceed the lug' hest of the folkiwing "notification levels''; Version 10/10/2007 NPDES Permit Standard Conditions Page:13 or -16 (1) Five hundred :micrograms per liter (500 itg,/L); (2) One milligram per liter (I ing/L), for anam. ony; (3) Ten times the maximum concentration value reported for that pollutant in the permit application. Section D. Evaluation of Wastewater Discha e Alternatives ''.1T he Permittee shall evaluate all wastewater disposal alternatives and pursue the most envhonmentally sound alternative of the reasonably cost effective alternatives. If the facilityis in substantial non-compliance with the terms and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall subtnit a report in such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of notification by the Division. Section E. Facility Closure Requirements The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatmentsystem covered by this pertnit. The Division may requir' .e specific. measures during deactivation of the system to prevent adverse impacts -to waters of the State, 'This pertnit cannot be rescinded -while any activities requiring this permit continue at the permitted facility, PART IV SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES Section A. Publicly Owned Treatinent Works (POTWs) POTWs must provide adequate notice to the Director of the feillowing: 1. Am: new introduction of pollutants into the POTW from. an indirect discharger which would be subiectto section 301 or 306 of OVA if it were dhectly discharging those pollutants.; and 2. Any substantial change in the volume or character of peillutants behig introduced by an indirect discharger as influent to that 'POTW at the time of issuance of the permit. 3. For purposes of this paragraph,adequate notice shall include information on (1) the quality and quantity of effluent introduced into the .POTW, and (2) any anticipated impact. of the change on the quantity- or quality of effluent to be discharged from the POTW. Section B. Municipal Control of Pollutants from Industrial Us,ers, 1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from industries using the municipal system may be present in the Perraittee's discharge, ,fkt such time as sufficient information becomes. available to establish limitations .for such pollutants, this permit. nifty be revised to specify effluent limitations for any or all of such other pollutants in accordance with best practicable technology or Water quality standards. Under no ctr' cumstances shall the Pernuttee allow introduction of the fdllowing wastes in the waste treatment system a. Pollutants which create a fire or explosion hazard in the P0-1W„ including, but not limited to, wastestreams \vith a closed cup flashpoint of less than 14(1 degrees Fahrenheit or 60 degrees Centigrade using the test methods specified in 40 CFR. 261.21; b. Peillutants which will cause corrosive structural damage to the po-rw, but iu no case Discharges with pH lower than 5.0, unless the .works .is specifically designed to accommodate such Discharges; c. Solid or viscous pollutants in amounts Which will cause obstruction to the flow in the POTW resulting in interference; d. .Any pollutant, including oxygen. demanding pollutants (BOD, etc.) released in a Disdiargr at a flow rate and/or pollutant concentration which will cause Interference v the POTW; Heat in amounts which will inhibit biological activity in the POTW re:sidling in Interference, but in tau case heat in such quantities that die temperature at the POTW Treatment Plant exceeds 40°C (1.04°F) unless the Division, upon request of the 14„)TW, approves alternate temperature limits; Version 10/10/2007 NPDES Permit Standa.rd Conditions Page 14 of 6 Petroleum oil, •nonbiodegradable cutting' oil, or products of mineral oil origin in amounts that will cause interference or pass through; .1's(t„ Pollutants which result in the presence of toxic gases, vapors, or fumes. rithin the POTW in a quantity that may cause acute worker health and safety problems; h, .AtIV trucked or hauled pollutants, except at discharge points designated by the POTW. With regard to the effluent requirements listed in Part of this. permit, it may be ileCeSSan, for the Permittee to supplement the requirements of the .Federal Pretreatment Standards (4,0 CFR, Part 403) to ensure compliance by the Permittee with all applicable effluent limitations. Such. actions by the Permittec may be •net esary regarding some or all of the industtries discharging to the municipal system.. 4, The Permittee shall require any industrial discharges sending affluent to the permitted S re M TO meet Federal Pretreatment Standards promulgated in. response to Section 307(1 it of the .Act. Prior to accepting wastewater from anv significant industrial user, the Permittee shall either develop and submit to the Division a. Pretreatment Program for approval per 1.5A 211 .0907(a) or modify an existing Pretreatment Program per 15.A. NC.AC 211 .0907(1)), 5. 111is permit s lall be modifi.eci, or alternatively, revoked and reissued., to incrirporate or modify an approved PCIT'W Pretreatment Program or to include a compliance schedule for the development of a PO1AV Pretreatment Promm as required under Section •402(b)(8) of the Clean Water Act and implementing 1 eLruIlUc ic o by the requirements of the approved Stare pretreatment program„ as appropriate. Section C. P' P roira U•nder authority of sections 307(1 and (c) and 402(b)(8) of the Clean Water Act and tmplemcnung regulations 40 CER Part 403, North Carolina General Statute 1.43-215.3 (IA) and implementing regulations 15A NCA(t'i 211 .0900, and in accordance with the approved pretreatment program., all provisions and regulations contained and. referenced in the Pretreatment Pnigram Submittal are an enforceable part of this permit. The Perminee shall operate .its approved pretreatment program in accordance with Section 402(b)(8) of the Clean Water the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15..A 211 ,0900, and the legal authorities, policies, procedures, and financial provisions contained in its pretreatment program submission and Division approved modificatiems there of, Suc1i. operation shall include but is not limited to the implementation of the liillowing ciniditiolis and re(lunements: SCWer USe )rdinanCe StO) Pertnittee shall maintain adequate legal aurborivto implen ent its aped prrtreatmetprogrun [Aldus trial Waste StliVey (1WS) Permitter shall update its Industrial Waste Survey (1WS) to include till users of the sewer collection system at least once every five years, 3. lonitorine Plan 'The Permitter shall implement a Division -approved NIonitoring Plan for the ci-illection of facility specific data to be used in a wastewater treatment plant Headworks Analysis (HWA) beir the development of specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required. by Part II, Se.ction D, and Section .E.5.). 4. Headworks A.nalysis (FLWA) tind Local Limits 'Hue 'Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five years, and as reqw'red by the Division. 1,Vithin 15') days of the e.ffective date of this permit (or any subsequent permit modificationl, the Pe:mini:cc shall submit to the .Division a written technical evaluation of the need to revise local linnts an updated 1.11,V.,tk or documentation of why one is not needed) [40 C.,FR 122,441. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and. ;15A NI AC 211 .0909,, specific Local Limits to implement the prohibitions listed in .40 CFR 403.5(a) and (h) and 15A NC.A.0 2H 0909 Version 10/10/2007 NPDES Permit Standard Conditions Page 15 of '16 5. Indus al User Ptetreattxa nt Perrnuts IUP Boca ti tx Tables In accordance with NCCYS 143M1, the Perrrtitee shall issue to all si ftcant industrial users, hermits for operation of pretreatment equipment and discharge to the I'ertxaittee' treatment 'worl s. f"here permits shall contain limitations, sampling protocols, reporting require rs�ents, appropriate standard and special conditions, and compliance schedules as necessary for the installation of treatment and control technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the Headworks .Analysis (HWA) and the limits from all Industrial User Pretreatment Permits @UP)., Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as determined by the HWA. ization to Construct (<AtC) rmittee shall ensure that an Au to Ctanatetrct permit (AtC) is issued to all applicable industrial users for the construction or tnodificati€gin of any pretteatnaent facility. Prior tra the issuance cif an \tC, the proposed pretreatment. facility and treatment process :must be evaluated for it capacity to comply with all Industrial User Pretreatment Permit (IUP) l rnitations. 7 P(Y `W" Inspection & Monitoring of their $lljs The. Permittee shall conduct inspection, surveillance:, and mo approved pretreatment program in order to determine, inde users, compliance with applicable pretreatment standards. T a. Inspect all Significant Industrial Users (SIUs) at b. Sample all Significant. Industrial Users (S1Us) litnited pollutants, once during the period fron. period from July 1 through December 31, excep once per calendar gear;, 9, SIU Self Monttoring and Reporting The Permittee shall require all industrial tn, requirements outlined in the Division -approved or in 1.5A NCAC 2H .0908. comply rogrann, the industiy's pretreat rind activities as described in its Division dent of information supplied by industrial must. calendar year; and per calendar year for all permit- through June 30 and once during the. compounds which shall be sampled the applicable monitoring atad reporting t permit, The Pernaittee shall enforce and obtain appropriate ,remedies for violations of all pretrreatment standards mitigated pursuant t0 section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.) prohibitive charge standards as set forth in 40 CFR 403.5 and 15A NCAC 2.H .0909, and specific local limitations.. nforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the 10. Pretreatrtnent annual Reports (PAR) shall repot to the Division in accorde with 15W NCAC 214 0908. In lieu of subt. vial reports, Modified. Pretreatment Programs developed under 15A NCAC 2H .0904 (b) ma required to meet with Division personnel periodically to discuss enforcement of pretreatm and other pretreatment implementation issues. For all other active pretreatment prograrns, the Permittee shall s bnnit two copies nss Annual Report (PAR) describing its pretreatment activities over the previous twelve months to tl Division at the following address: NC DENR / DWQ / P,rctreatm ent Unit 1617 Mail Service Center Raleigh, NC 27699-1617 ng he its Version I007 b. shall be submitted accrue: Narratiye A f d a schedule established. }arse iscusston cnf reasons for, status of, and actions Users (SIUs) in S ficant Non -Compliance (SNC); Pr tr t :e t°rrfsn Sttrittnar ?PS' A pretreatment pet rarfr unnttiary {BPS) on specific"fortrt Si catrt Non -Compliance Re tort (SNC I l lie n tt re of the viol at d the actions taken seciftc forms approved ley° the,Division; its lea Stt a. Yclrrns '➢S Monitoring data fte ni sanli les collected by e th User {SIIJ). These anal `ticai results rnntnst b other specil c orrntnt;appro cd by pul opinion ianplement 11. PuPublic Notice The Pettniittee shall pub Non -Compliance (SNC applicable pretreatmen shall be published with' 1icra The Perrttee with support info taxis tl e PO`"I' . of TUs the Diret. ish annually a list elf` s defined m the ,Permitree°s 'Division -approved Sewe relents and standards during the previous twelve mo out months of the applicable twelve-nionth period. -doe pprov rd Cot Page :l6 caf" f6 wontaira the e Divisi ect the violatir 14V and the Significant Inept ndustrial. Data Summary Forms ttat cn r xucltrrrt.cx etxrrcerrar.ut ec,>tnptt other mftnrruattotn, upon request, detertn e coin cc `with the i'ttttuit� ntad Financial Repor The Permitter shall maintain: adequate ftinWing atnd sta roved pretreattncnt program. at udi f thre tenon t Industrial Use, 14 ;ldifiatt to Pretreatment Programs cations to the approved pretreatment program includ fications, POTW monitoring of their Significant Industrial 'fications, shall be considered a pentnt modification and shall be .0 2H..O9O7. quality records, and records ce SCtl cords of monittanng activities and results, along ndustrial imlact. local li and Monitoring Plan d by NCAC 214 :0114 and Version 10/1 1? 7 North Carolina Department of August 13, 2C8 Mr. Martin Lashua Carolina Water Service, Inc. of NC P. O. Box 240908 Charlotte, NC 28224 Subject: Draft NPDES Permit Permit Number NC0025259 Lamplighter East Subdivision ' TP Mecklenburg County Dear Mr. Lashua: hiich:aeI F, Easley, Governor William G. Ross Jr., Secretary rnment and Natural Resources Coleus Ft. Sullins, Director Division of Water Quality NC DENR RO DW urface Wafer Prot don Enclosed with this letter is a copy of the draft permit for your facility. Please review the draft very carefully to ensure thorough understanding of the conditions and requirements it contains. The draft permit contains the following changes from the terms found in your current permit.: The facility description has been updated to note the addition of dechlorination. A footnote has been added regarding the reporting and cosh pliance determination of Total Residual Chlorine values. Please submit any comments to me no later than thirty days following your receipt of the draft. Comments should be sent to the address listed at the bottom of this page. If no adverse comments are received from the public or from you, this permit will likely be issued in October 2008, with an effective date of December 1, 2008. If you have any questions or comments concerning, this draft permit,. call me at (919) 807-6398, or via e- mail at bob.sledge @ncrnail,net. Since y, Bob Sledge Point Source Branch cc: Central Files Mooresville Regional Office/Surface Water Protection Section NPDES Files North Carolina Division of VWater Internet: www.newatcurQUalitv.Org orthNCarolina r l rrally ity 1617 Raleigh, NC 27699-1.617 Ph.one (919) 807.6300 Customer Service Locally n: 5)2 N. Salisbury St, Raleigh, NC 27604 Fax (919) 8074496 1477-623-6748 An Equal Opportunity/Affirmative Action Employer — 50% Recycied/l (l% Post Consumer Paper Permit NC0025259 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 lrr compliance with the provision of North Carolina General Statute 1.43-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Comrnission, and the Federal Water Pollution Control Act, as amended, Carolina Water Service, Inc. of NC is hereby authorized to discharge wastewater from a facility located at the Lamplighter East Subdivision WWTP 7806 Brookhaven Drive North of Wilgrove Mecklenburg County to receiving waters designated as an unnamed tributary to McKee Creek in the Yadkin Pee -Dee River Basin, in accordance with effluent limitations, monitoring reeduirerraents, and other conditions set forth in. Parts I, Ii, and IV hereof. This permit shall become effective This permit and authorization to discharge shall expire at midnight on November 30, 201.3. Signed this day DRAFT Coleen H. Suilins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC 25259 SUPPLEMENT TO PERMIT E All previous NPDES Perrnits 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 arid discharge from this facility anises under the permit conditions, requirements, to s, and provisions included herein. Carohna Water Service, Inc. of is hereby authorized to: l . Continue to operate a , MG D components: bar screen aeration basins secondary clarifier aerobic sludge digester mixed media pressure filter filter backwash holding tank tablet chlorination dechlorination continuous instrumented flow aster treat men t facility consisting of the following aasurem nt recorder This facility is located at the ,. pligh er East Subdivision ' P, 7806 Buridhaven Dr grove in Mecklenburg County, Discharge from said wastewater treatment works at outf ll 001 into an unnamed tributary of McKee .ee Creek attached map), a class C water in the Yadkin Pee -lee River Basin. LAGS Quad t Receiving ti Stream Glass Subbasln: Y Lat.: 35°13'O9" Long.: 80°40 31" Permit NC0025259 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: Flow 0.07 MGD BOD, 5 day (202C) 18.0 mg/L (April 1_ — October 31) BOD, 5 day (20°C) (November 1 — March 31) Total Suspended Solids NH3 as N (April 1- October 31) NI-13as N (November 1 — March 31) Dissolved Oxygen2 Fecal Coliform (geometric mean) Total Residual hiorine3 27.0 mg/L 30.0 mg/L 45.0 mg/L 30.0 mglL 45.0 mglL 2.0 mg/ 10 mg/L 4.0 mg/L 20 mg/L 200/100 ml 400/100 ml 17 g MON1TORING REQUIREMENTS eastiremen requency VOffelfiagi Continuous Recording Weekly Composite Weekly Composite Weekly Composite Weekly Composite Temperature (effluent 2C) pH4 Weekly Composite Week y Grab Weekly Grab 2./Week Grab Daily Grab Weekly Influent or Effluent Effluent Effluent Effluent Effluent Effluent Effluent, U, D Effluent Effluent Grab Effluent Effluent Total Nitrogen (NO2+NO3+TKN) Total Phosphorus Quarterly Composite Quarterly Composite Effluent Effluent THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS Footnotes: 1. U: upstream 100 feet from the outfall. D: downstream 300 feet below the outfall. Instream samples shall be grab samples. 2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L. 3. The Division shall consider all effluent TRC values reported below 50 AO 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 pg/1. 4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. North Carolina Michael. F. FxtsleCovernot William G. Ross,lr., Secretary istvironment and Natural Resources Alan W. Klimek, P. E. Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality DIVISION OF WATER QUALITY November 20, 2003 Mr. James Highly Carolina Water Service, Inc. of NC P.O. Box 240908 Charlotte, North Carolina 28224 Subject: NPDES Permit. No. NC0025259 Lamplighter East Subdivision WWTP Mecklenburg County, NC Dear Mr, Highly: Our records indicate that NPDES Permit No. NC0025259 was issued on. November 13, 2003 for the discharge of wastewater to the surface waters of the State from your facility. The purpose of this letter is to advise you of the importance of the Permit and the liabilities in the event of failure to comply with the terms and conditions of the Permit. If you have not already done so, it is suggested that you thoroughly read the Permit. Of particular importance is Page 4. Page 4 sets forth the effluent limitations and monitoring requirements for your discharge. Your discharge must not exceed any of the limitations set forth. The section headed "Monitoring Requirements describes the measurement frequencies, sample types and sarnpling locations. Upon commencement of your discharge (or operation), you must initiate the required monitoring. The monitoring results must be entered on reporting forms furnished or approved by this Agency. If you have not received these forms, they should be arriving shortly. If you fail to receive the forms, please contact this Office as quickly as possible. I have enclosed a sample of the "Effluent" reporting form (DWQ Form. MR-1), plus instructions for completing the form. It is imperative that all applicable parts be completed, and the original and one copy be submitted as required. Please be advised that an annual administering and compliance monitoring fee may be required for your facility. You will soon he receiving a statement from our Raleigh Office. It is imperative that the fee be paid in a timely manner so as to prevent enforcement action or possible revocationof your permit. rna N. C, Division of Water Quality, Mooresville Regional office, 919 North Main Street, M i ille'NC 28115 (704) 663-1699 Customer Service 1-877-623-6748 The remaining parts of the Permit set forth definitions, general conditions and special conditions applicable to the operation of wastewater treatment facilities and/or discharge(s). The conditions include special reporting requirements in the event of noncompliance, bypasses, treatment unitlprocess failures, etc. Also addressed are requirements for a certified wastewater treatment plant operator if you are operating wastewater treatment facilities. Any changes in operation of wastewater treatment facilities, quantity and type of wastewater being treated or discharged, expansions and/or upgrading of wastewater treatment facilities must be permitted or approved by this Agency. Failure to comply with the terms and conditions of an NPDES Permitsubjects the Permittee to enforcement action pursuant to Section 143-215.6 of the North Carolina General Statutes. A civil penalty of up to $25,000 per violation (and/or criminal penalties) may be assessed for such violations. If you find at any time that you are unable to comply with the terms and conditions of the Permit, you should contact this Office immediately. A Special Order by Consent (SOC) may be necessary while pursuing action to obtain compliance. As a final note, an NPDES Permit is normally- issued for a five-year period. Permits are not automatically renewed. Renewal requests must be submitted to this Agency no later than 180 days prior to expiration. Please make note of the expiration date of your Permit. This date is set forth on Page 1 of the Permit. Also note that NPDES Permits are not automatically transferable. If you, as the Permittee, cease to need this Permit, then you should request that the Division of Water Quality rescind the Permit or request that DWQ reissue the Permit to another party, if necessary. As mentioned previously, the purpose of this letter is to advise you of the importance of your NPDES Permit. Please read the Permit and contact this Office at 704/663-1699 in Mooresville if you have any questions or need clarification. We look forward to providing any assistance. Sincerely, D. Rex Gleason, P.E. Water Quality Regional Supervisor Enclosure A:1NPDESLTR,WQ („:harlot— Ntarth Carolina n pers+ Accord'. requirements of North. Car Carolina and the U.S. nrncntal Prose NCDENR 2;;224 2003. Ing the attache Michael F, Easley Governor William G. Ross, Jr-, Secretary North Car Departs cent of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality November 2003 mptt @ icck.lcn 'DF:rS Pe°rrnir NC:0025259 st Subdivision \` ,\"FP ur ttpplic rtictn frrr rcnevv-al of the subject perna➢t. 'l his permit is issued pursuant to the lent 'between North 994 (or as st.al,sequ This final perrit i eludes no mai ar changes from the draft perruit sent to you on September 24, This Ipre..rmit includes a TRC unlit th•ar cqu1pment, she I)ivisican has promulgated a siitnplif vT parts, tncasu the rinht to a clue taetat trcclua.ncac s adiaadicatc>ra he:ar dmi ut ae ly 2005. it wall• aauirernents coritat carita rs 4'"{a714 .A this de c:asic n sha Please note thaar this pert aait is tacat traan fcaahle erc.c- nac clific ttican or revocation and rcissuance of the permit, other permits which. mar be required by the Divisic Resources, the ( ast a.l Area 'Management Act or at requited. .If erou have any questions concerning this permit, I at, '.. tf .}. t aasarsa7 59''4 LC rival iftrt=;7'?a't aata°.a lechltnture (If urary N. C. Dit,isi© 16'17 Mail Service Cen �atity= NPDES Unit igh. NC 27699.1617 nternet h2o.enrstate,nc us incline Since rele, SIGNED Bpi' SUSAN A. W SON i\kn \1`. Klimek gall dechlor unacceptable to v➢na receipt of c North (=arolirav T altitrh. North The F.)ivTisican taaatr tccdama :iuircnacnts to obt,, ivision or Land to E RE OURCES NOV 1 9 2603 WATER Phone: (919) 733-5083 fax (919) 733-0719 DENA Customer Servace Center: 1 BOO 623-77 48 ECT1ON Permit NCtlt125259 STATE OF NORTH CAROLINA DEPART w'IENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-21.5.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Carolina Water Service, Inc. of NC is hereby authorized to discharge wastewater from a facility located at the Lamplighter East Subdivision WWTP North of Wilgrove Mecklenburg County to receiving waters designated as an unnamed tributary to McKee Creek in the Yadkin Pee - Dee River Basin, in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective December 1, 2003. This permit and authorization to discharge shall expire at midnight on November 30, 2008. Signed this day November 13, 2003 ORIGINAL Si ED "°, SUSAN A, WILSO Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental 1'an.agernent Co nission NCO) r 259 SUPPLEMENT TO PE IT CO R SHEET s NPDES prcvu auth )rt tr.) OpCrfttc and clinch Car line Wa er whcthcr fear Ling this numb operation or dii. the pen pro tsicrns included herein. vf%cttis c l"ht rctot ciitictts, rcgttirc this c:tltslye rtic ts, t .rnts tnc ervice, Inc. of NCi . hereby authorized to: Continue discharging 0.07 MGD of treated, 100% dornc tic waste' treatment facility with the following components: bar screen, aeration basins, secondary clarifier, aerobic sludge digester, mixed ed media pressure filter„ filter backwash holding tank, • tablet chlorin.ation/diinfection contact chamber, continuous instrumented flow measurement recorder This facility is located at the La tighter East Subdivision Drive north of Wilgrove in IVIeeklenburg County, atei �P o o a Bondhaven 2. Discharge from said wastewater trcatm nt works at °titian 001 into an unnamed tributary of McKee Creek see attached map), a class C water in the Yadkin, Pee flee River Basin. Facility information - NC0025259 USGS Quad Name: Mint Hill Receiving Stream: UT McKee Creek Stream Class: C Subbasin: Yadkin Pee -Dee 03-07-11 Lat : 35°13'09" ' Long.: 80°40'31" Not to SCALE Perri it NC0025250 A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of the permit and lasting until expiration the Permittee is authorized to discharge from outfall. 001. Such discharges shall be limited and monitored by the Permittee as specified below:. EFFLUENT CHARACTERISTICS How BOD, 5 day (20°C) (April 1 — October 31) BOD, 5 day (20°C) (November 1 — March 31) Total Suspended Solids NfI3 as N (April 1- October 31) Nl13asN (November 1 — March 31) Dissolved Oxygen2 Fecal Coliform (geometric mean Il Residual Chlorine3 Temperature l�efflucn pat "Total Nitrogen (NO2+NO3+TKN) Total Phosphorus «�C Monthly Average 0,07 MGD 18.0 30.0 mg/L. 2.0 mg/L. 4.0 mg/1. 200/100 ml MITS Daily Maximum 27.0 m 45.0 mg/i.. 45.0 mg/L 10 mg/L 20 mg/L 400/100 nil 17 µg/L MONITORING REQUIREMENTS Measurement Frequency Sample Type Condnuous Recording 1 eekly Composite Weekly Composite Weekly Composite weekly y Composite Composite Weekly Grab Weekly /WY1eek. Dail_ Weekly uarterly e Grab Grab Grab Grab Composite Corn_posite Sample Location' Influent or Effluent Effluent Effluent Effluent Effluent Effluent Effluent, U, D Effluent fluent Effluent Effluent Effluent Effiu t THERE SHALL BE NO DISCHARGE OF FLOATING S©LIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS Footnotes: 1, U: upstream 100 feet from the outfall. D: downstream 300 feet below the outfall. Instream samples shall be grab samples. 2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 wg/1.. 3. Facility is allowed 18 months from the effective date of the permit to comply with the total residual chlorine limit. This time period is allowed in order for the facility to budget. and design/construct the dechlorination and /or alternative disinfection systems. The limit takes effect June 1, 2005. 4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. NPDES I'earnit Requirements Page 1 of 16 PART II STANDARD CONDITIONS FOR NPDES PERMITS Section A. Defmnitio 2/Month Samples are collected t e per month with at least ten calendar day between sarnping 3/Week Samples are collected three times per week on three separate calendar days. "the Act" -ederal Water Pollution C ontrol Act, also known as the Clean Water Act, as amended, 33 USG 1251, et. seal. Annual .Average The arithmetic mean of all "daily discharges" of a pollutant measured during tt e. calendar year, In ,the case of fecal conform, the geometric mean of such discharges. :Arithmetic Mean `The summation of the individual values divided by the number of individual Bypass The known diversion of waste streams from any portion ss ne t a designed or established or operatmg mode for the faci facility including the collection systetax, which Calendar Day The period from, midnight of r:atte day until midnight of the next However, for purposes consecutive 24-hour period that reasonably represents the calendar day may be used for sampling. Calendar One of the October thre an; distinct periods: janctar v through March, April through ,dune, July through September, and lh December, Composite Sample A sample collected over a 24-hour period by continuous sampling or combining, grab samples of at least 100 ml .in such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval. between grab samples, etc..) on a case -by -case basis, Samples may he collected manually or automatically, Composite samples may be obtained by the following methods: (1) Continuous: a single, continuous sample collected over a 24-hour period proportit nag to the rate of flow. (2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period of discharge and combined proportional to the rate of flow measured at the time of individual sample collection, or (3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with the tirne intervals between samples determined by a preset number of gallons passing the sampling point. Flow measurement between. sample intervals shall be determined by use of a flow recorder and totalizer, and the preset gallon interval between sample collection fixed at no greater th n 1 /24 of the expected total daily flow at the treatment system, or (4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a constant time interval. This method may only he used in situations where effluent flow rates vary less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart during any 24-hour period and must be of equal size and of ncr less than 100 n esters, Use of this method requires priorapproval by the 'Director. Version 6/20/2003 NPDES Permit Recluir.ements Page 2 of 16 In accordance with (4) above, influent grab samples shall not be collected more than once per hour. Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the system in number of days. However, the interval between effluent grab samples may not exceed six hours nor the number of samples less than four during a 24-hour sampling period. Continuous Clow measurement Flow monitoring that .occurs wit. u't interruption throughout the operating hours of the facility. Flow shall be monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance activities tin the flow device, Daly Discharge The discharge of lutant measured during s7 calendar day or any 24-hour period that reasonably represents the calendar day for purposes of sampling. For pollutants measured in. units of mass, the "daily discharge" is calculated as the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all grab samples collected during that period. (40 CFR 122.3) Daily Maximum The highest "daily discharge" during the calendar month. Daily Sampling Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s). The Dig - ```the Division" n of Water Quality, Department of Envirc nruent and Natural Resources, EMC 'Hie North Carolina Environ ertta n. Faciliyr Closure Tile cessation of wastewater treatment at a permitted fad'ty, oar the cessation. of all activities that require coverage under the NPDES. Completion of facility closure will allow this permit to be rescinded. Geometric Mean The Nth root of the product of the -individual. values where N the number of individual values. For purposes of calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered := I. Grab Sample Individual samples of at least 100 ml collected over a period of time not exceeding 13 minutes. Grab samples can be collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream samples). Hazardous Substance Any substance des.ignated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. Instantaneous flow measurement z'\ measure of flow taken at the time of sampling, when both the sample and flow v. be representative of the total discharge. Version 6/20/2003 NPDES Perrnn Requirements Page 3 ()I 16 Monthly Average (concentration limit) The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal conform, the geometric mean of such discharges. Permit Issuing Authority The Director of the Divist . of Water Qualin. uarterl., ra n c average of all samples taken over a calendar quarter. Severe property damage Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage excludes economic loss caused by delays in production. Toxic Pollutant: Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act. Upset An incident beyond the reasonable control of the Permittee causing .unintentional and temporary noncompliance with permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maint.ena.nce, or careless or improper operation. Weekly Average (concentration htnit The arithmetic mean of all "daily discharges" of a pollutant measured during the. calendar week. In the case of fecal coliform, the geometric mean of such discharges. Section B. General Conditions 1. Duty to Comply The Permittee must comply with all conditions of this permit. Any 'permit noncompliance constitutes a violation crf the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application [40 CFR 122,411. a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under section 405(d) of the Clean Water Act within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the requirement. b. The Clean Water Act provides that any person who violates section 301., 302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil. penalty not to exceed $2.5,000 per day for each violation, [40 CFR 12241 (a) (2)1 The Clean Water Act provides that any person .who neglisen gy violates sections 301, 302, 306, 307, 308, 318, or 405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, .or imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment of not more than 2 years, or both. [40 CFR 1.22.4.1 (a) (2)1 Version 6/20/2003 NPDES Permit Requirements Pag 4 of 16 d. Any person who knowing/y violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 'ears, or both. In the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both, [40 CFR 122.41, (a) (2)] e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the .Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 3,0 years, or both. An organization, as defined in section 309(c)(3)(13)(iii) of the CWA, shall, upon conviction of violating the imminent danger provision, be subject to a fine of nor more than $1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions. 14-0 CFR 122,41 (a) (.2)) f. Under state law, a civil penaln,., of not more than $25,000 per violation may be assessed against any person, who violates or fails to act in accordance with the terms, conditions, or requirements of a permit, fNorth Carolina General Statutes § -143-215.6AJ g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing, any of such sections in a permit issued under section 402 of this Act, Administrative penalties for Class I violations are not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed $25,000. Penalties for Class II violations are not to exceed $10,000 per day for eachday during which the violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. [40 CFR 12141 (a) (3)] L. Duty to Mitigate The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment f40 CFR '122.41 (d)), 3. Civil and Criminal Liability Except as provided in permit conditions, on "Bypassing" (Part II. C. 4), "Upsets" (Part IL C. 5) and "Power Failures" (Part II. C. 7), nothing in this permit shall be construed to relieve the Pertnittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 'USC 131.9, Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 4. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143- 215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 5. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion- of personal rights, nor any infringement of Federal, State or local laws or regulations [40 CFR 122..41 (g)]. 6. Onshore or Offshore Construction This permit does not authorize or approve the construction of ny onshore o.r offshore physical structures or facilities or the undertaking of any work in any navigable waters., Version 6/20/2003 NPDES Pernut Requirements Page. 5 of 16 Severability The provisions of this permit are severable, If any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby [NCGS 15013-23]. Duty toProvide Information The Permitter shall furnish to the Permit Issuing Authority, within a reasonable time, any information Which the Permit Issuing Authority may request to determine whether cause exists or modifying, revoking and reissuing, or terminating this permit or to determine compliance .with this perrnit, The 'Permittee shall also furnish to the. Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)]. 9. D o Rea If the Permittee \\fishes to continue an activity regulated by this permit after the expiration date of this permit, the -.Permittee must apply for and obtain a new permit440 CFR 1 2.41 (b)]. Expiration of Permit The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the Permittee shall submit: such information, forms, and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to enforcement procedures as provided .M NCGS 14121.5.6 and 33 LISC 1251 et. seq. 11 Signatory Requirements All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40 CFR 122.41 (k)]. a. All permit applications shall be signed as follows.: (1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasureror vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) th.e manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital. investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to themanager in accordance with corporate procedures (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official [40 C.FR 122.22]. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized. representative of that person. A person is a duly authorized .representative only It; 1. The authorization is made in writing by a person described above; 2. The .authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and 3 The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22] Version 6/20/2003 NPI ES Permit Requirements Page 6 (if "I 6 c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative [40 CFR 122,221 d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following certification [40 CFR 122.22]; 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 submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations,'' 12. Per Mt Actit s "This permit may be modified, revoked and reissued, or terminated for cause. The tiling of a request by the Permittee for a perrnit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (01. 13. Permit Modification, Revocation and Reissuance, or Temiination The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit, revoking and reissuing the perm.it, or terminating the permit as allowed by the. laws, rules, and replations contained in Title 40, Code of Federal Regulations, Parts 1.22 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina. General Statute 143-215.1 et. al. 14. Annual Administering and Compliance Monitoring Fee Requirements The Permittee must pay the annual administering and compliance monitoring fee wh n thirty days after being billed by the Division. Failure to pav the fee .i.n a .timely manner in accordance with 15A NCAC 2H..0105 (b) (4) may cause this Division to initiate action to revoke the permit. Section C. Operation and Maintenance of Pollution Controls 1. Certified Operator Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a. certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the classification assigned to the water pollution control treatment system by the Certification Commission. The Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the type of the system. Back up ORCs must possess a grade .equal to (or no more than one grade less than) the grade of the system [15A NCAC 8G.02011, The ORC of each Class 1 facility must: • Visit the facility at least weekly Comply with all other conditions of 15A NCAC 8G.0.204. The C)RC of each Class II, III and IV facility must: • Visit the facility at least daily, excluding weekends and holidays • Properly manage and document daily operation and maintenance of the facility. Comply with all other conditions of 15A NCAC 8G.0204. Once the facility is classified, the Perrnittee shall submit a letter to the Certification. Commission designating the. operator in responsible charge: a. Within 60 calendar days prior to wastewater being introduced into a new system Version 6/20/2003 NPDES Permit Requirements Page 7 of 16 b. Within 120 calendar days of: 'Tfr. Receiving notification of a change in the classification of the ss stem requiring the designation of 'a new ORC and back-up ORC A vacancy in the position of ORC or back-up ORC 'Proper Operation and Maintenance The 'Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing. facilities at optimum efficiency. The Permittee shall at alt times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures.. This provision requires the Permittee to install and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41 (e)J. 3. Need to Halt or Reduce not a Defense It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or :reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41 (c)}. 4. Bypassing of Treatment Facilities a. Bypass not exceeding limitations [40 CFR 122.4.1 (m) (2)1 The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject. to the provisions ial Paragraphs b. and c. of this section. b. Notice [40 CFR 122.41 (m) (3)1 (1) _Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and effect of the bypass. (2) Unanticipated bypass. The Permittee shall submit notice of an .unanticipated bypass as required in Part IL E. 6. (24-hour notice). c. Prohibition of Bypass (1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement action against a Permittee for bypass, unless: (A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; (B) There were no feasible alternatives to the 'bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and (C) The Permittee submitted notices as required under Paragraph b. of this section. (2) Bypass from the collection system is prohibited and the Perrin Issuing Authority may take enforcement action against a Pemnttee for a bypass as provided in any current or future system -wide collection system permit associated with the 'treatment facility. (3) The Permit Issuing Authority, may approve an anticipared bypass, after considering its adverse effects, if the Permit issuing Authority, determines that it will meet. the three conditions listed above in Paragraph c. (1) of this section. 5. Upsets a. Effect of an upset [40 CFR, 122.41 (n) (2)1: An upset constitutes an affirmative defense to an action brought for .noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of this condition are met. No determination made during administrative review of claims that Version 6/20/2003 NPDES Permit Requirements Page 8 of noncompliance was caused by upset, and before an action for tioncompLiance,. is final administrative action subject to judicial review. b. Conditions necessary for a demonstration of upset: A Permittee who wishes to establish the affirmative defenseof upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant evidence that: (I) An upset occurred and that the Permittee can identify the cause(s) of the upset; (2) -lie Permittee facility was at the time being properly operated; and (3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) (B) of this .permit. (4) The Permittee complied with any remedial measures required under Part II, B. 2. of this permit. d. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an upset has the burden of proof in any enforcement proceeding. 6. Removed Substances Solids, sludges, filter backwash, or other pollutants removed in the course of treatmentor control of wastewaters shall be utilized/disposed of in accordance with NCGS .143-2.15.1 and in a manner such as to prevent any pollutant from. such materials from entering waters of the State or navigable waters of the United States. The Permittee shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The Permittee shall comply with applicable 40 CFR 503. Standards for the Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the regulation, even if the permit. is not modified to incorporate the requirement. The Pennittee shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal practices. 7. Power Failures The Permittee is responsible for maintaining adequate safeguards (as required by 15A. NCAC 2110124 --. Reliability) to prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated effluent. Section D. Monitoring and Records Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is characteristic of the discharge over the entire period the .sample represents. All samples shall be taken at the monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)}. Reporting Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a .monthly Discharge Monitoring Report (lama) Form (MR I, 1.1, 2, 3) or alternative forms approved by the Director., postmarked no later than the 28th day following the completed reporting period. The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new facility, on the last day of the month following the commencement of discharge. Duplicate signed copies ot. these, and all other reports required herein, shall be submitted to the following address: NC DENR / Division of Water Quality / Water Quality Section ATTENTION: Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Version 6/20/2003 NPDFS Permit Requirements Prig 9 of 16 3. Flow Measurements Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the 'volume of monitored discharges. The devices shall be installed, calibrated and maintained to ensure that the 'accuracy of the measurements is consistent withthe accepted capability of that type of device, Devices selected shall be capable of tneasuring flows with a maximum deviation of less than 10°,10 from the true discharge rates throughout the range of expected discharge volumes.. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained to ensure that the accuracy of the measurements is consistent with the .accepted capability of that type of device. The Director shall approve the flow measurement device and monitoring location prior to in.stallation. Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of this permit and based on the manufacturer's pump curves shall not be subject to this requirement: 4, Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations Wished pursuant to NCGS 143-21563 et seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in. the case of sludge use or disposal, approved under 40 CFR. 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been specified in this permit [40 CFR 122.44 To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels that are below the permit discharge requirements and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requfrements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. 5. Penalties for Tampering The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10,0M per violation, or by imprisonment for not .more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or both [40 CFR. 122.411. 6, Records Retention Except for records of monitoring information requiredby this permitrelated to the Permittee's sewage sludge use and disposal a.ctivities, Which shall be retained for a period of at least five years r longer as required by 40 CFR 503), the Permittee shall retain records of all monitoring information, including: • all calibration and maintenance records ▪ all original strip chart recordings for continuous monitoring instrumentation • copies of all reports required by this permit • copies of all data used to complete the application for this permit, These records or copies shall be maintained for a period of at least 3 ,years from the date of the sample, measurement, report or application This period may be extended by .request of the Director at any tune [40 CFR 122.41]. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the following information [40 CFR 122.411: a, The date, exact place, and .time of sampling or measurements; b. The individual(s) who performed the sampling or measurements; c. The date(s) analyses were performed; d: The individual(s) who performed the analyses; Version 6/20/2003 NPDES Permit RequircmcntRequirements p2g, 10 416 e, The analytical techniques or methods used, and 1. The result of such analyses., 8. Inspection and Entry The Permittee shall allow the Director, or an authorized representative g an authorized contractor acting as a representative of the Director), upon the presentation of credentials and other documents as may be required by law, to; a. Enter upon the Permittee's premises where a regulated facility or activiry is located or conducted, or where records mustbe kept under the conditions of this permit; b, Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit; inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and d, Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41 (0], Section E Reporting Requirements I, Change in Discharge All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in .this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit, Planned Changes The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions to the permitted facility [40 CFR 122,41 (I). Notice is required only when: a. The 'alteration or addition to a permitted facility rnav meet one of the criteria for new sources at 40 CFR 121.29 (b); or b. The alteration or addition could significantly change the nature or increase the quantity of pollutants discharged. 'This notification applies to pollutants subject neither to effluent limitations in the permit, nor to notification requirements under 40 CFR 122,42 (a) (1). c, The 'alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and such alternation, addition or change may justify the application of permit ,conditions that are different from or absent in the existing pernait, including notification of additional use or disposal sites not reported during the permit application process or not reported pursuant to an approved land application plan. 3. Anticipated Noncompliance The Peradttee shall give advance notice to the Director of any planned changes to the permitted,facility or other activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (.2)]. 4. Transfers. This permit is not transferable to any person except after notice to the Direaor. The Director may require modification or revocation and reissuance of the permit to document the change of ownership. Any such action may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122,41 (1) (3)]. 5. Monitoring Reports Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)]. a. Monitoring results must be reported on a Discharge Monitoring Report (1)1\4R) (See Part II. D. 2) or forms provided by the Director for reporting results of monitoring of sludge use or disposal practices. b. If the Permittee monitors any pollutant more frequently than required by this pennit, the results of such monitoring shall be included in thecalculation and reporting of the data submitted on the DMR. Version 6/20/2003 NPDES Permit Requirements Nge 11 of141, G. T Reporting a. The Pernnrtee shall report to the Director or the appropriate Regional Office any noncompliance that potentially threatens public health or the environment. Any information shall be provided orally within 24 hours from the time the Permittee became aware of the cfrcurnstances, ,A written submission shall also be provided within 5 days of the .time the Perrnittee becomes aware of the circumstances. The written. submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,. including exact dates and times, and if the noncompliance has not been. corrected, the anticipated .time it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR 122,41 (1) (6)]. b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral report has been received within 24 hours. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. 7. Other Noncompliance The Permittee shall report all instances of noncompliance not reported under Part I.I. E. 5 and 6. cif this perm„it at the time monitoring reports are s-ubmitted. The reports shall contain the information listed in Part IL E. 6. of this permit [40 C.FR.122..41 (1) (7)],. 8. Other information Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a perrnit application or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122,41 (1) (8)]. 9. ,Noncompliance Notification The Pen-nittee shall report by telephone to either the central office or the appropriate regional office of the Division as soon as possible, but in no case more than 24hours or on the next working clay following the occurrence or first knowledge of the occurrence of any of the .following: a. Any occurrence at the water pollution control facility which results in, the discharge of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance. through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps,. aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. Persons reporting such occurrences by telephone shall also file a written report within 5 days following first knowledge of the occurrence., 10. Availability of Reports Except for data determined to be confidential under NCGS 143-215,3 (a)(2) or Section 308 of the Federal Act, 33 USG 1318, all reports prepared in accordance with the terms shall be 'available for public inspection at the offices of the Division of Water Quality. As required by the Act, effluent data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215.1 (b)(2) or in Section 309 of the Federal Act. 11,onofReorts The Clean Water Act provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished 'by a fine of Version 6/20/2003 not: more than 140 CFR 122.41 5,000 per vie NPDES Permit Requirements Page '12of16 on, or by imprisonment for not more than two years per violation, or by both Annual Performance Reports Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1 C). The report shall summarize the performance of the collection or treatment system, as well as the extent to which the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality. The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for evaluation, PART III OTHER REQUIREMENTS Section A. Construction I"he Permittee shall not commence construction of wastewater treatment facilities,. nor add to the plants treatment capacity, nor change the treatment processes) utilized at the treatment plant unless the Division has issued an Authorization to Construct (AtC) pertnit. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been submitted by the Permittee and approved by the Division. Section B. Groundwater Monitoring The. Permittee shall, upon written notice from the Director of the Division of \y'ater Quality, conduct groundwater monitoring as may be required to determine the compliance of this NPDES permitted facility with the current groundwater standards, Section C. Changes in Discharges of Toxic Substances The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42): a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels"; (1) One hundred micrograms per liter (100 µg/L); (2) Two hundred micrograms per liter (200 Pg/L) for acrolein arrd acrylonitrile; five hundred micrograms per liter (500 µg/L) for 2.4-dinitrophenol and for 2-nnethyl-4. (1 mg/L.) for antimony; (3) Five times the maximum concentration value reported for that pollutant in the permit application. b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent basis, of a toxic pollutant which is not limited in. the permit, if that discharge will exceed the highest of the following "notification levels"; (1) Five hundred micrograms per liter (500 lrg/L); (2) One milligram per liter (1 mg/L) for antimony; (3) Ten times the maximum concentration value reported for that pollutant in the permit application. Section D. Evaluation of Wastewater Discharge Alternatives The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound. alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms and conditions of the NPDES permit or governing rules, regulations or laws, the Perrnittee shall submit a report in such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of notification by the Division. dinitrophenol; and one milligram per liter Section E. Facility Closure Requirements The Perrnittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered by this permit_ The Division may require specific measures during deactivation of the system to prevent , Version 6/20/2003 NPDES Permit Requirements Page 13 of 16 adverse impacts tc.) waters of the State. This permit cannot be rescinded while any activities reuiring this permit continue at the permitted facility. PART IV SPECIAL CONDITIONS FOR MUNCIPAL FACILITIES Section A. Publicly Owned Treatment Works (POTWs) All POTWs must provide adequate notice to the Director of the following: 1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants; and 2. Any substantial change in the volume or character of pollutants being introduced by an inclirect discharger as influent to that POTW at the time of issuance of the permit. 3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of. effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality of effluent to be discharged from the POTW. Section B. Municipal Control of Pollutants from Industrial Users. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from industries using the municipal system .may be present in the Permittee's discharge. At such time as sufficient information becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent limitations for any or all of such other pollutants in accordance with best practicable technology or water quality standards. Under no circumstances shall the Permittee allow introduction of the foliowing wastes in the waste treatmentsystem: a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to, wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade using the test methods specified in 40 CFR 261.21; b. Pollutants which will cause corrosive structural damage to the 'POTW, but in no case Discharges 'with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges; c. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW resultin.g. in Interference; d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate and/or pollutant concentration which will cause Interference with the POTW; e. Heat in amounts which will inhibit biological activity in the POT\X" resulting in Interference, but in no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F) unless the Division,. upon request o!l' the POTW„ approves alternate temperature f Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will cause interference or pass through; g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantitythat may cause acute worker health and safety problems; h. Any trucked or hauled pollutants, except at discharge points designated by the POTW. 3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by the Permittee with all applicable effluent limitation.s. Such actions by the Permittee may be necessary regarding some or all of the industries discharging to the municipal system. 4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting wastewater from any significant industrial user, the Perrnittee shall either develop and submit to the Version 6/20/2003 NPDES Permit Requirements Page 14 of 1 6 Division a Pretreatment Program for approval per .15A, NCAC 2H „0907(a) or modify an existing Pretreatment Program per 15..A NCAC 2H .0907(b). 5. This pertnit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW Pretreatment Program Or to include a compliance schedule for the development of a PODX/ 'Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing regulations or by the requirements of the approved State pretreatment program, as appropriate. Section C. Pretreatment Programs Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40 CFR Part 403, North Carolina General Statute -143-215_3 (14) and implementing regulations 1.5A NCAC 2H ,0900, and in accordance with the approved pretreatment program, all provision.s and regulations contained and referenced in the Pretreatment Program Submittal are an enforceable part of this permit. The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A NCAC 211 .0900, and the legal authorities, policies, procedures, and financial provisions .contained in its pretreatment program submission and Division approved modifications there of. Such operation shall include but is not limited to the implementation of the following conditions and requirements: 1. Sewer Use Ordinance (SUO) -The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. 2 industrial Waste Survey (I WS) The Permittee shall update its Industrial Waste Survey (I\X'S) to include all users of the sewer collection system at least once every five years. 3. Monitoring Plan The Permittee shall implement a Division approved Monitoring Plan for the collection of .facility specific data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Part II, Section D, and Section F,„5.)„ 4, Headworks Analysis (HWA) and Local Limits The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five years, and as required by the Division. Within '180 days of the effective date of this permit (or any subsequent p drmi t .modification) the Permittee shall submit to the Division a written technical evaluation of the .need to revise local limits (i..e., an updated H\X1A. or documentation of why one is not needed) 140 CFR 122.42]. The..Permittee shall develop, in accordance with 40 CFR 403.5(c) and 1.5A NCAC .2H. .0909, specific Local Limits to implement the prohibitions listed in 40 CFR 403,5(a) and (b) and 15A NCAC 21-1 ,0909. 5, In.dustrial User Pretreatment Permits (IUP) & .Allocation Tables In accordance with NCGS 143-215.1, the Pen-nittee shall issue to all significant industrial. users, permits for operation of pretreatment equipment and discharge to the Pennittee's treatment works. These permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special conditions, and compliance schedules as necessaryfor the installation of treatment and control technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The Perrnittee shall maintain a current Allocation Table (Al) which summarizes the results of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP). Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as determined by the HWA. Version 6/20/2003 NPDES Permit Requirements Page 1 if 1% Authorization co Cornstruct,( The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all Industrial User Pretreatment Permit (I UP) limitations. 7a POTW Inspection & M nits ring of their SIUs The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Div ion approved pretreatment program in order to determine, independent of infortxiati)n supplied by industrial users, compliance with applicable pretreatment standards. The Permittee must: a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit - limited pollutants, once during the period from January 1 through June 30 and once during the. period from July 't through December 31, except for organic compounds which shall be sampled once per calendar year; S: and Retto The Per tee shall require all industrial users to comply with the applicable monitoring and reporting requirements outlined in the Division approved pretreatment pro g am, the industry's pretreatment permit, or in 15A NCAC 2H .0908. 9. Enforcement Response Plan (ERP) The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive discharge standards as set forth in 40 CFR 403,5 and 15A NCAC 2H .0909, and specific local limitations, All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the Division, 10. Pretreatment Annual Rep oatts PAR) The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H ,0904 (b) may be required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements and other pretreatment implementation issues. For all other active pretreatment programs, the Permittee shall submit twt Report (PAR) describing its pretreatment activities over the previous twe following address: NC DENR / DWQ / Pretreatment Unit 1617 Mail Service Center Raleigh, NC 27699-1617 opies of a Pretreatment Annual months to the Division at the These reports shall be submitted according to a schedule established by the Director and shall contain the following: a.) Narrative A brief discussion of reasons for, status of, and actions taken for all Significant Industrial Users (SIUs) in Significant Non -Compliance (SNC); b.) Pretreatment Program Summary (PPS) A pretreatment program summary (PPS) on specific forms approved by the Division; c.) SignificantNort-Coinpliance Report (SNCR) The nature of the violations and the actions taken or proposed to correct the violations on specific forms approved by the Division; d.) Industrial Data SummaryForms (IDSF) Version NPDES Permit Requirements 11. 14. Page 16of16 Monitoring data froni samples collected by both the POTW and the Significant Industrial User (SIU). These analytical results must be reported on Industrial Data Summary Forms (IDSF) or other specific format approved by the Division; Other Information Copies of the POT\X"s allocation table, near ter modified enforcement compliance schedules,. public notice of SIUs in SNC, and any other information, upon request, which in the opinion of the Director is needed to determine compliance with the pretreatment implementation requirements of this permit, Public Nonce The Pertr>ittee shad publish annually a list of Significant Industrial Users (SIUs) that were in Significant Non -Compliance (SNC) as defined in the Permittee's Division approved Sewer Use Ordinance with applicable pretreatment requirements and standards during the previous twelve month period. This list shall be published within four months of the applicable twelvemonth period. Record Keeping The Permtttee shall retain for a minirnutn of three years records of monitoring activities and results, along with support information including general on the POTW. ecords, water quality records, and records of industrial impact Funding_ and Financial Report The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives approved pretreatment program, cations to the approved pretreatment program including but not limited to local limits cations, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and 15A NCAC 21-1 .0907. Version 2012003 SOC PRIORITY PROJECT: Yes No X If Yes, SOC No. To: Permits and Engineering Unit Water Quality Section Attention: Valery Stephens Date: Novebe r 24, 2003 NPDES STAFF REPORT AND RECOMMENDATION County: Mecklenburg Perrnit No. NC0025259 PART I - GENERAL INFORMATION Facility and Addres Lamplighter Village East WIT Carolina Water Service, Inc., of NC Post Office Box 240908 Charlotte, North Carolina 28224 2. Date of Investigation: 11-20-013 3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer I 4. Persons Contacted and Telephone Number: Mr. Steve chiiders. ORC; (704) 52.5-7990 Directions to Site: From the intersection of Albemarle Road (Highway 24/27) and Harrisburg Road (SR 2805) in east Charlotte, Mecklenburg County, travel north on SR. 2805 about 0.1 mile to the junction with Parkton Road (SR 2819). Turn right and proceed east on SR 2819 approximately 0.5 mile (cross over railroad tracks) to the junction with Lantemtree Lane (SR 4501). Turn left and proceed north on SR 4541 about 0.3 mile to the junction with Bondhaven Drive. The facility is located approximately 0.1.5 mile north of this junction on the right (east) side of Bondhaven Drive. 6. Discharge Point(s). List for all discharge paints: Latitude: 35E 1,3" 09" Longitude: 80E 40" Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on map. IJSGS Quad No.: G 16 NW USGS Name: Mint Hill, NC 7. Site size and expansion are consistent with application? Yes X No if No, explain: 8. Topography (relationship to flood plain included): Relatively flat; 1-3° slopes. The treatment plant is not located in a flood plain. 9. Location of nearest dwelling: The nearest dwelling is approximately 200 feet from the plant. 10. Receiving stream or affected surface waters: Unnamed tributary to McKee Creek a. Classification: C b. River Basin and Subbasin No.: Yadkin and 03-07-11 c. Describe receiving strearn features and pertinent downstream uses: The receiving stream is about 2-5 feet wide with little or no natural flow and is located in a headwaters area. Downstream users are unknown. PART II DESCRIPTION OF DISCHARGE AND TREATMENT WORKS a. Volume of wastewater tca be permitted: 0.070 MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the wastewater treatment facility? 0.070 MGD. Actual tre MGD. pacity of the current facility (current design capacity)? 0.070 d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: An authorization to construct was issued on July 26, 2001 for the conversion of the existing package treatment plant to an extended aeration process and for the construction of a new sludge holding tank. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: The existing treatment facilities consist of a 0.07 MGD package extended aeration WWTP consisting of a bar screen, aeration basins, secondary clarifier, aerobic sludge digester, mixed media pressure filter, filter backwash holding tank, tablet chlorination/disinfection contact chamber and an instrumented continuous flow measuring device on the effluent. Please provide a description of proposed wastewater treatment facilities: N/A g Possible toxic impacts to surface waters: None other than chlorine. Pretreatment Program (POTWs only): N/A. 2. Residuals handling and utilization/disposal scheme:. a. If residuals are being land applied, please specify DWQ Permit No.: 'Residuals Contractor: Telephone No.: b. Residuals stabilization: N/A c. Landfill: d. Other disposallutilization scheme (specify): Waste sludge is removed and transported by Liquid Waste, Inc., or by Bio-Tech, Inc. to Charlotte -Mecklenburg Utility Department's (CMUD) sewer system for final disposal. Treatment plant classification (attach completed rating sheet): Class II, see attached rating sheet. 4. SIC Code(s): 4952 Wastewater Code(s) of actual wastewater, not particular facilities, i.e., non -contact coolingwater discharge from a metal plating company would be 14. not 56. Primary: 05 Secondary: 08 Main Treatment Unit Code: 04107 PART III - °TITER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved (municipals only)? N/A. Special monitoring or limitations (including toxicity) requests: N/A. J. Important SOC, JOC or Compliance Schedule dates: (please indicate) N/A. 4. Alternative Analysis Evaluation: Has the .faeslity evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. Spray Irrigation: I nt land area available for a spray irrigation system. Connection to Regional Sewer System: The sewer line in the area is separated from the facility by rail:road tracks, the sewer system is not readily accessible to the subdivision. Subsurface: Insufficient land area available for a subsurface system. Other Disposal Options: Relocate outfall line to a segment of the receiving stream with positive 7Q 1 0/30Q2 flows. 5. Air Quality and/or Groundwater concerns or hazardous waste utilized at this facility that may impact water quality, air quality or groundwater? No hazardous waste is used at this facility. Wastewater is entirely domestic. Air quality and groundwater will not be impacted by this discharge. Other Special Items: N/A PART IV EVALUATION AND RECOMMENDATIONS The pernvttee, Carolina Water Service, Inc. of NC is applying for renewal of the permit to discharge treated domestic wastewater. During the site investigation the wastewater treatment plant appeared to be in good operational conditions. Pending review and approval by the P&E Signature of Rei'Preparer afar Quality Regional Supervisor Date NPDES Permit Staff Report Page 4 ommended that the permit fie renewed. Faciliiv. °cation State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director Mr. Mark Haver Carolina Water Service Inc of NC PO Box 240908 Charlotte, North Carolina 28224 Dear Mr. Haver; JE, NORTH CAROLINA. OFSARTMENT OF ENVIRONMENT AND NATURAL RESOURCES June 12, 2003 Subject: NPDES Permit Renewal Application Permit NC0025259 Lamplighter East Subdivision WWTP Mecklenburg County The NPDES Unit received your permit renewal application on June 6, 2003. Thank you for submitting this package. The permit renewal for this facility has been assigned to a staff member. This staff member will contact you if further information is needed to complete the permit renewal. Please note that the NPDES Unit has several vacant positions. This staff shortage has lasted for over 4 years and is delaying all permit renewals. Our remaining permit writers are currently reviewing Authorizations to Construct, speculative limit requests, major permit modifications and 201 plan updates ahead of permit renewals. This is necessary due to a variety of factors, including mandatory deadlines in the statutes which govern our program. If this staff shortage delays reissuance of NC0025259 the existing requirements in your permit will remain in effect until the permit is renewed (or the Division takes other action). We appreciate your patience and understanding while we operate with a severely depleted staff. If you have any additional questions concerning renewal of the subject permit, please contact Charles Weaver at (919) 733-5083, extension 511. cc. Mooresville Regional Office, Water Quality Section NPDES File Central Files 1617 .M i Service Center, VISIT US ON THE INTERNET 2 Sincerely, Valery Stephens Point Source Unit 7699-1617 919 733-508 .us/NPDES Valery.Steph (fax) 919 7 7 CAROLINA WATER SERVICE, INC, AN AFFIUAfl Of 'ui1(flri 5 n Regional Office: 5701 Westpark Dr., Suite 101 P.©. Box 240908 Charlotte, NC 28224 Telephone: (704) 525-7990 FAX: (704) 525-8174 June 2, 2003 Mrs. Valery Stephens NC DENR / Water Quality / Point Source Branch 1617 Mail Service Center Raleigh, NC 27699- 1617 Re: Notice of Renewal Intent Lamplighter Subdivision WWTP NPDES Permit NC0025259 Mecklenburg County Dear Mrs. Stephens: Carolina Water Service, Inc. of NC is hereby requesting renewal of the aforementioned permit. Enclosed are one signed original and two copies of this letter, the application, and our sludge management plan. If you should need additional information regarding the permit renewal application or have questions about the information I have provided, please contact me at 704-525-7990, extension 221. Highley Sr. Regional Manager cc: CarlDaniel ROLINA 570 AN MFFIUMF Of Regional Office: tpark Dr., Suite 101 P.O. Box 240908 Charlotte, NC 4 Telephone: (704) 5-7 0 FAX: (704) 5-8 t 74 une 2, 2003 Mrs. Valery Stephens NC DEi. Water Quality/Point Source Branch 1617 Mail Service Center Raleigh, NC 279-1 1' Re: Lamplighter r ubdiv^ision WWTP NPDES Permit No. NC0025259 25259 Sludge Management Plan Dear Mrs. Stephens: Please he advised that sludge generated at the aforementioned facility is rer.oved and disposed of by the following two waste haulers. Bio-Tech., Inc. 151 Old Wire Road West Columbia, SC 29172 803-796-8925 Liquid Waste, Inc. 9300 Steele Creek Road Charlotte, NC 28273 70-5-2392 If you should need additional information regarding our sludge n agemen progra Tease contact me by calling 704mm525-7990 n Highley Senior Region lManager VAR, U ��I NA WATER SERVICE, INC.. AN AFFSl1AVC Of L III fSS©I �l c6 Regional Office: 5701 Westpark Dr., Suite 101 P.O. Box 240908 Charlotte, NC 28224 Telephone: (704) 525-7990 FAX: (704) 525-8174 February 17, 1999 Ms, Susan Wilson, Supervisor Point Source Compliance Branch Division of Water Quality NC DENR PO Box 29539 Raleigh, NC 27626-fk535 Re: North Carolina NPDES Discharge Monitoring Reports (DMR's) Dear Ms. Wilson, Pursuant to ..15A NCAC 2B .0506(b)(2)(d), please accept this fetter as official authorization and designation that, in addition to myself, the following :staff members have been given Signatory Authority an behalf of the Company.... Bruce T. Haas - Regional Manager Martin J. Lashua - Regional Manager James T. Highley - Senior Regional Manager Zt is my understanding that this letter should be sufficient to address this issue, However, .if there is some form or other document that needs to be executed, we would appreciate your assistance to, provide it at your earliest convenience. This designation does not change any other `°Permittee" information in any way, and all official correspondence:.. should continue to be addressed solely to my attention. If you need any additional information', please do not hesitate to call me in our Charlotte Regional Office at 7O4-525-7990. Thank you in advance for your assistance and Carl Daniel Vice President cc: Jirn T. Highley Bruce T. Haas Martin. J. .Lashua Richard Bridgeman - DV/ t °Mooresville n. Fr7 NPDES APPLICATION FOR PERMIT RENEWAL- SHORT FORM D To be filed only by privately -owned dischargers of 100% domestic wastewater (<1 MGD flow N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 http://h2o.enr.state.nc.us/NPDES/ North Carolina NPDES Permit Number 1. Contact Information: Facility Name Owner Name Street Address City State / Zip Code. Telephone Number Fax. Number e-mail Address Operator Narne Street Address City State / Zip Code County Telephone Number NC0025259 Please print or type Lamplighter East Subdivision WWTP Carolina Water Service, Inc. of NC PC Box 240908 Charlotte NC 28224 ( 704) 525-7990 (704) 525-8174 PO Box 240908 Charlotte NC 28224 Mecklenburg ( 704 ) 525-7990 2. Location of facility producing discharge: Check here if same as above Facility Name (If different from above) Street Address or State Road City State / Zip Code County 7806 Bondhaven Drive Charlotte NC 28215 Mecklenburg 3. Reason for application: Expansion/Modification * Existing Unperrnitted Discharge Renewal. New Facility * Please provide a description of the expanszcn/rriodification: Page 1 of 3 Version 2 NPDES APPLICATION FOR PERMIT RENEWAL- SHORT FORM D - To be filed only by privately -owned dischargers of 100% domestic wastewater (<1 MGD flow) 4. Description of the existing treatment facilities (list all installed components with capacities): 0.07 MGD package extended aeration WWTP consisting of a bar screen, aeration basins, secondary clarifier, aerobic sludge digester, mixed media pressure filter, filter backwash holding tank,tabiet chlorination/disinfection contact chamber and continuous instrumented flow measurement recorder. 5. Description of wastewater (check all that apply): Type of Facility Generating Wastewater Industrial Number of Employees Commercial Number of Employees Residential Nurnber of Homes School Number of Students/Staff Other 199 Describe the source(s) of wastewater (example: subdivision, mobile home park, etc.): Subdivision/mobile home park 6. List all permits, construction approvals and/or applications (check all that apply): Typ RCRA UIC NPDES PSD NESHAPS Permit Number Type Non -Attainment Ocean Dumping Dredge/Fill Permits Other Permit Number 7. Nurnber of separate wastewater discharge pipes (wastewater outfalls): On 8. If the facility has rnuItp1e discharge outfalls, record the source(s) of wastewater for each outfall: N/A Page 2 of 3 Version 12/02 NPDES APPLICATION FOR PERMIT RENEWAL- SHORT FORM D - To be filed only by privately -owned dischargers of 100% domestic wastewater (<1 MOD flow 9. Name of receiving stream(s) (Provide a map showing the exact location of each outfall): Unnamed tributary to McKee Creek in the Yadkin Pee -Dee River Basin 10. Is this facility located on Native American lands? (check one) YES NO I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. James T. Highley Printed Name of Person Signing Sr. Regional Manager Title North Carolina General Statute 143-215,6(b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both, (18 U,S,C, Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both for a similar offense) Page 3 of 3 Version 12/02 d.e SS 25'00" Sib -Basin: 0 itttde: 30"40°1" d #': Miitt Hill Stream C1a5ss C Re. elvina Stt-ea : UT of McKee Creek P t aitQed Flow: 0,07 MGD Carolina Water 1'3C003525 Lamplighter Village East 1 WTP State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Mr, Martin. Lashu Carolina Water Se nc 5701 Westpark Drive, Suite 101 Charlotte, North Carolina 28224 Dear Mr. Lashua.: July 26, 20( 1 AUG 0 3 2001 Subject: Authorization to Construct ATC No. 0252:af)ACA NPDES Permit No, NC0025259 Lamplighter Village East WWTP Mecklenburg County The Division of Water Quality's NPDES Unit has reviewed your request for an Authorization to Construct at the Lamplighter Village East WWTP. The Division finds the proposed improvements and design to be satisfactory and hereby grants authorization for the following: • modification of the existing package treatment plant to convert it to an extended aeration process: • construction of a new sludge holding tank; and • constructions and installation of all related structures, equipment, piping, controls, and rather appurtenances as presented in the proposed plans and specifications. Upon completion of these improvements and submittal of the Engineer's Certification (see below), the approved design capacity of the treatment facilities shall remain at 0.07 MGD. This Authorization to Construct is issued in accordance with Part III, Paragraph A of NPDES Permit No. NC0025259. issued June 14, 1999, and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance with the conditions and limitations specified in that permit and this Authorization, Additional Conditions In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions. the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement wastewater treatment or disposal facilities. The Permittee shall notify the Mooresville Regional Office, telephone number (704) 663-1699, at least forty-eight (48) hours in advance of operation of the installed facilities, so that an in -place inspection can be made. Such notification to the regionnal supervisor shall be made during the normal office hours of 8:00 a.,m, until 5:00 p.m. on Monday through Friday, excluding State Holidays. Upon completion of construction and prior to operation of the modified facility, the Permittee shall provide the Division with a certification from a professional engineer certifying that the permitted facility has been installed in accordance with the NPDES Permit, this Authorization to Construct., and the 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 An Equal Opportunity Affirmative Action Employer Telephone (a map 733 of 3 FAX (919) 733-0719 Internet: httoW 2o.enr.staui nc.usl .vices, Inc. 1p➢tghter Village East \VWTP ATC No, 025259ACA Page approved plans and specifications. Mail the Certification to the NPDES Unit, 1617 v`lail Service Center, Raleigh, North Carolina 27699-1617 The Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge fORC) of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least equivalent to or treater than the classification assigned to the wastewater treatment facilities by the Certification Commission, The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8G, .()200. The ORC of the facility must visit each Class 1.. facility at least weekly and each Class 11. III, and IV facility at least daily, excluding weekends and 'holidays; and must properly manage and document daily operation and maintenance of the facility and comply with all other conditions of Title 15A, Chapter 8G, 0200. The Operational Agreement between the Permittee and the Envir'ontnental Management Commission is incorporated herein by reference and is a condition of this Permit. Noncompliance with the terms of the Operational Agreement shall subject the Permittee .to all sanctions. provided by G. S. .14 3-215.6 for violation of or 'failure to act in accordance with the terms and conditions of this Permit. Failure to abide by the requirements contained in this Authorization to Construct may subject the Permittee to an enforcement action by the Division of Water Quality in accordance with North Carolina General Statute 143-215,6A to I43-215.6C. The issuance of this Authorization to Construct does not preclude the Permittee from complying and all statutes. rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have :jurisdiction. The Permittee s_hal] maintain a copy of the approved plans and specifications on file for the life of the facility. One (1) copy of the approved plans and specifications is enclosed for your records. any questions about this Authorization to Construct. please contact , at (919) 733-5083, Sincerely, Enclosures: Project Plans and Specifications Engineer's Certification Form Mr. Randy Moore (wl certification form) ,t4otiif"dOilitwiReRi't)iititCYffiW'WiitevQuatity Technic.] Assistance and Certification Unit Central Files NPDES Unit Files State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director September I2„ 2001 Mr. Martin Lashua Carolina. Water Services, Inc. 5701 Westpark Drive, Suite 101 Charlotte, North. Carolina 28224 FAX TO: Martin Lashua, CWS 704.525.8174 FROM: Mike Templeton, NC DWQ Subject Sludge Tank Modification. ATC No. 025259ACA. NPDES Permit No. NC0025259 Lamplighter Village East WWTP Mecklenhurg County Dear Mr. Lashua: Thank you for the letter and design drawings you faxed to this office yesterday. I have reviewed your request to modify the sludge tank design and to proceed under the Authorization to Construct issued for this project on July 26`h It appears from the information you provided that the modified sludge tank is substantially the same in size and function as the tank already approved. The proposed changes are within the range of discretion the Division normally allows permittees and their contractors under an ATC. Therefore, it is not necessary for Carolina Water Service to submit modified drawings for formal review and approval before proceeding. Instead, the changes should be noted in the project's Engineering Certification, and CWS should provide as -built drawings at that time. Feel free to call me at (919) 733-5083, extension 541, if you have any additional questions. Sincerely, Original Signed By M.E. (Mike) Templeton Mooreille Regional. Office, Water Qu Central Files NPDES Unit Files y Michael E. Templeton 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone (9191 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer Internet: http://h2©.enr.state.nc.us/ /01 TUE 09:47 FAX 704 525 817 k7AROLINA WATER CAROLINA WATER SERVICE, INC. AN MPIUAT LW .• Regional 5701 Westpark Dr., Suite 101 r.o. atm 240906 Ch./WU., NC 20224 Te1eptione: (704) 525-7990 FAX (704) 625.8174 September 11, 2001 Mr, Mike Templeton Division of Water Quality NC DENR 1617 Mail Service Center Raleigh, NC 27699-1,617 Via: Fax Re: Lamplighter Village East ATC No. 025259ACA NPDES NC0025259 Dear Mr. Templeton, Your Division issued an "Authorization to Construct" for the above facility on July 26, 2001. It is our intent to modify the existing facility and convert to extended aeration for improved treatment. This modification involves adding an "externa1'. digester tank. Your department graciously extended the implementation of reduced permit limits until October 31, 2001. Therefore, we have very limited time to complete this project. Became of site conditions, complexity and time constraints, we wish to make a revision to the plans. It is our desire to install a tank with a steel bottom onto a flat concrete slab rather than a "cylinder" onto a concrete "floor" LAS approved, Please see attached a section view of the approved and the proposed tank bottom and foundation details. By using the proposed method, we can get the tank prepped at our contractor's yard, ship it to the site in one piece and quickly install it. The original approved method will necessitate more complicated construction and involve much more labor time. We feel that the proposed change is a simple one and would like to have permission to correct the plans with "As -Built" rather than re -submittal, Page 1 Mr. Mike Templeton September 11, 2001 The st1 htta 1e p an the arveplans, This o1 design, Therefore, there ui h change in function, just a simp_ view 1 with y.: ty o M hua Regional ager Attachment Randy . Dale SteIVI' Sally :t 1 1 r 1r, diameter then t 1° nor "loss" in volume the change t only 49 gallons) in digester volts 1 c rans of construction. ►nullity aid call e t 704 L- * h y proceedwith 1 `or change r 1 ° de ` e 'r stricter e Ij003 CAROLINA i ATER SVC. TUE 09:47 FAX 704 525 817 RELIMINARY A MR FT 2'—O" THICK +,oao# CONCR ADDITIONAL R©NF'ORCEMEHT MAY EX REOuArlV 137:1SLOE OUTEC1 UGYT PREVIOUS DIGESTER VOLUME 13,500 GALLONS PROPOSED DIGESTER VOLUME: - APPROX. 13,451 GALLONS g ter V ie 0PO lD DIG "l NEW GRADE itPPPLY �S€STfR CO@ PACTED GRAVEL JSE BULKHEAD CONNECTION ;OR AIR THROUGH TANK WALL COHPACTEO SELECT FILL £LIFf'USER IT FR9M SITE, 99% AASTITD T-99 " DIAF CLEAN WASHED STC I£ 11RAF IN FILTER FABRIC PIPE SUPPORT TAN EXT 8USN3"L 'NON YLIGHT WAFT TUBE U1R >FtIR�) LEG A FROM SECTION BE..C1 EX TITfE UND PROVIDE WELDED SPLIT -PIPE CRADLES TO FOUNT ON HEADER SECTION LEG OW FOR DI IPE lL1R1 GESTER SECTION /2. = 1r APPROVE 4,0001, CCIICRETE 2"-61 /2" EMBEDDED ANGLE SUPPORT WEL° TO TANK w E ( ON'TINLEOUS, BO TiT STD EREATE FLATS FOR FOOT SUPPORT 1NG WA BE REM ALOE TRAN LIFT LIFT ET AIL kNK NK1 ON 1 ANK ER1 09:48 FAX 704 523 817 ER AI&31I1T TANK OVERFL 1 P 4" NEW SCREEN BOX NA.WATER SVC. PROVIDE 'STE1 OVER •X4" SS ANGLE FASTEN TO EXIST. TANK SUPPORT NEW SCREEN B GASRETED CONNECTION FROM SCREEN BOX TO EXIST. AERATION T ANK NEW 1 BLOC SEE LL ARE TONE C AS REI TE, CONS1 EN'CIr RAS 99O DOWN TO FOOTING ,451 GALLON 2" All SUPPLC 44 FLARE PIPE AND AT VALVE PER Cris '5W, IX.TAiL5 4' TANK OVERFLOW PLAN VIErY,V Ceroiiz•Vaberr Service. lase. To: Permits and Engineering Unit Water Quality Section ATTN: Mike Templeton Date: June 12, 2001 AUTHORIZATION TO CONSTRUCT NPDES PERMIT STAFF REPORT AND RECOMMENDATIONS County : Mecklenburg Permit No. AC0025259 MRO No.: 01-97 PART I - GENERAL INFORMATION Facility and Address: Carolina Water Service Inc. Lamplighter Village East WWTP 5701 Westpark Drive Charlotte, N.C. 28217 Date of On -Site Investigation (if conducted): 06-08-2001 Report Prepared By: Samar Bou-Ghazale, Env. Engineer I Persons Contacted and Telephone Number: Mr. Martin Lashua, Regional Manager, with Carolina Water Service Inc., tel# 704-525-7990. Directions to Site: From the intersection of Albemarle Road (Highway 24/27) and Harrisburg Road (SR 2805) in east Charlotte, Mecklenburg County, travel north on SR 2805 about 0.1 mile to the junction with. Parkton Road (SR 2819). Turn right and proceed east on SR 2819 approximately 0.5 mile (cross over railroad tracks) to the junction with Lanterntree Lane (SR 4501). Turn left and proceed north on SR 4501 about 0,3 mile to the junction with Bondhaven Drive. The facility is located approximately 0.15 mile north of this junction on the right (east) side of Bondhaven Drive. 6. Discharge Point(s), List for All Discharge Points: Latitude. 35 ° 13'09" Longitude: 80°40'31 " USGS Quad No.: G 16 NW USGS Quad Narne: Mint. Hill, NC Site size and expansion are consistent with application? Yes_X No If No, Explain: N/A Topography (relationship to flood plain included): Relatively flat: I- Slopes. The treatment plant is not located in a flood plain. 9. Location of Nearest Dwelling: Approximately 200 feet from the WWTP site. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS Existing Treatment Facilities: The existing contact stabilization wastewater treatment facilities consist of a bar screen/comrninutor, a primary clarifier, a primary aeration basin (diffused air), a reaeration basin (diffused air), an aerobic sludge digestor, a chlorine contact chamber (gas chl ine), a mixed media pressure filter, a filter backwash holding tank and an continuou l l recorder. 2. Proposed. Treatment Facilities: The proposed improvements sure to convert the existing contact stabilization plant to an extended aeration plant, and will include converting the existing digester to an aeration tank and the addition of a new separate digester. Sludge Handling and Disposal Scheme: Waste sludge is removed and transported by Liquid Waste, Inc., to Charlotte -Mecklenburg Utilities (CMU) sewer system for final disposal. 4. Treatment. Plant Classification (attached completed rating sheet): Class II SIC Code(s): 4952 Wastewater Code(s): Primary 05 Secondary 08 Main Treatment Unit Code: 09107 PART III - EVALUATION AND RECOMMENDATIONS The Permittee, Carolina Water Service, Inc., has applied for an Authorization to Construct for the construction of a new digester and the conversion of the existing digester to an aeration tank. The proposed modification will convert the existing contact stabilization plant to an extended aeration plant. Also, Carolina Water Service, Inc., has requested an amendment to delay implementation of the new NPDES permit limits for Ammonia Nitrogen until completion of construction at the plant. The MR© recommends that the permit be amended to allow the Ammonia Nitrogen Iimits to take effect on November 1, 2001. Pending final review and concurrence by P&E, it is recommended that the authorization to construct be issued. Si n ie f Repot prep er t r Quality Regional`Supervisor WATER POLLUTION CONTROL SYSTEM OPERATORS CERTIFICATION COMMISSION CLASSIFICATION RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS FACILITY INFORNi TION: NAME OF FACILI'I 1, MAILING .DDRES COUNTY: M CONTACT PERSON: /-/AR- PERMIT NO: ORC: RATING INFORMATION: (Before completing this section, please refer to pages 2-4) PERMJTTED SLOW: MGD BNR? YES" NO TELEPTIO Check One: NC CHECK CLASSIFICATION: i 'AST WATER: COLLECTION: SPRAY IRRIGATIOI" SUBSURFACE PHYSICC RATED BY:. REGIONAL 0 - DUNE NUMBE;: 1 LLEPHONE: 4• 4 LAND APPLICATION EI GRADE II D." TE.: r State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Mr. Jim Highly Carolina Water Service Post Office Box 240908 Charlotte, North Carolina 28224 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES July 3, 2000 Subject: NPDES Permit Modification Permit NC0025259 Lamplighter Subdivision Mecklenburg County Dear Mr. Highly: On May 4, 2000, the Division received your request to modify permit NC0025259. In consideration of the time constraints on implementing the new Nitrogen — Ammonia (NH3 —N) limits, we have decided to extend the effective date for the new limits to April 1, 2001. We are forwarding the enclosed modifications to the subject permit, which affect the Effluent Limitations and Monitoring Requirements pages. Please find enclosed the revised permit pages. The revised pages should be inserted into your permit. The old pages may then be discarded. All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S. Environmental Protection Agency. If any parts, measurement frequencies or sampling requirements contained in this permit modification 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 a written petition conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. If you have any questions concerning this permit modification, please contact Natalie Sierra at (91.9) 733- 5083, extension 551. cc:. Central Files Mont6viik Regiat aI C Point Source Compliance Enforce NPDES Unit Martin Las 1617 Mall Service Center, Raleigh, North Carolina 27699-1617 An Equal Opportunity Affirmative Action Employer Telephone (919) 733-5083 VISIT US ON THE [NTERNET 111 http: FAX (919) 733-0719 2o.enr.state nc.uslNPDES A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC00252 a9 During the period beginning on the effective date of the permit and lasting until April 1, 2001 the Perr aittee i authorized to discharge from outfall serial number 001 - Wastewater Treatment Plant Effluent. Such discharges shall be lirrtited and. monitored by the Perrnittee as specified below: Flow BOD, 5 dray (20°C) April 1 - October 31. BOD, 5 day (20"C') November 1 - March 31 Tota Suspenc e So i ° s_ NH3 as N 04/1/2000 - 4/ 1/200 E`l Dissolved Oxygen' Fecal Coliform (geometric mean Tota Resi ua C orine Temperature (effluent, °C) PH Total Nitro -yen (NO,± NOzTKN ota 0.©70 MGD 18.0 mg/1 30.0 mg; 30.0 mg 1 12.0 mg/1 200/100 ml 27,0 in 45.0 mg, 45.0 mg 400/100 r it Continuous Weekly Weekl Week k y Week y 2 Wee Daily Weekly Quarterly Recordin Compos posrte Composite Composite Grab Grab a Graf Grab E E,U,D E E E Composite E Composite THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAMIN OTHER THAN TRACE AMOUNTS NOTES: 1. Sample Locations: I - Influent, E - Effluent, U - Upstream 100 feet above the discharge paint, D - Downstream, 300 feet below the discharge point; in.stream samples shall be grab samples 2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l. 3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL Permit No. NC0025259 During the period beginning on April 1, 2001 and lasting until permit expiration, the Permittee is authorized to discharge from outfall serial number 001 - Wastewater Treatment Plant Effluent. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS Flow 0,07 MGD 18.0 mg/1 27.0 C ontinuous Recording Weekly Composite 30.0 mg/1 45.0 mei Weekly Composite 30.0 in /I 45.0 mg/I- Week Composite NH3 as N April 1- October 31) 2.0 mg 1 WeekI BOD, 5 day (20°C) ril 1 - October 31) D, 5 cay `)C) 'November 1 7 March 3 'al Suspended Solids NH3 as N November 1 - March 31) Dissolved Oxygen2 Fecal Coliform Total Residual Chlorine Temperature (efiTuent - pH3 Total Nitrogen (NO, + NO3 + TKN) Total Phosphorus 4.0 mg/1 Composite Weeldy Composite Weekly 200/100 rnl 400/100 mi Weekl 2/Wee d Daeey rab Grab Grab 1 or E E E E, U, Grab Quarterly Composite Quarterly Composite THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS .Footnotes: 1. Sample Locations: I - Influent., E - Effluent, U - Upstream 100 feet above the discharge point, D - Downstream 300 feet below the discharge point; instrearn samples shall be grab samples 2. The daily average dissolved oxygen effluent concentration shall. not be less than 5.0 mg/1,. 3. The pH shall not be less than 6,0 standard units nor greater than 9.0 standard units. an. STAFF L• INFOF ATION pansier anti er erne Topraprschv (relationship to flood plain included): Relattfoc)o' flat; lacE% slupes. The toestmebt blast does not appaa. (- be tad in a flood. plain, acbatibb of neaabst dweIbinp. rboad() of rabbile hoo- baf rotrestiohal abea ace labated cthn :7: feet of Obc oat. bblving stream co affected soliase water:: T.:abode-) iabotry to McKee CreeE Clatabfication: C River Basin and :Rubbasin No.: Eadalb and bearaibb reasiamba iarbam rout...Leo) aad dowhstreab se: The rebeivib itaeart iE bath or na natural flow and it :sista) fb a headwaters area. Towhstream bseob a- tosharws. b,b7 DEECE2PTION OF D1ECHARCR ANI TREATMENT WEPNE Volume of wastewatet to ae perbioted: !SCR (Eltimate 7, sigh Capacity) What thP current peomifted cagac ty of tho wzotsbatoo treatment fbility7 Ebro() 'MEE. Actual treatment capacity 7ate) and c=stra..c.'n pl:a=lna Ruthatisatiobb to 7onnt':-, izan years None. Pleate privide a desorlytabos of esizt a si cuhatinaib(ic sonstrubtedwastew7ter tiehimeb.7 tao'laties: 'ant7ichtas Villacte East io currently belbo seised ha a paokaege Pentat stall:afloat-is:a treatment g:ent which consizts of a bar screenTcomminutor, a primery a primary aeration basin (diffused air), a oeaeration basin (diffused air), an aeroLob cudge dectei, chlorine ccntaat chamber (gaa ohlor(no), a b'ned foadia pressube filter: a filter bac:I:basal, holdtna tab): and 7n instrumented continuous flow measuring device on the effluent. Peas e provide a iiescripticn of proposed waotewasief treatment fac?liti t Staff Npfzich 1C/A2 Page 2 i OT ER PERT t "I" INFO LT I "C: P T 12 !Water &=I/ Ect Se me 'ION AND EECOJ ENDAT to Yadkin- £Ic2, t£ibataE2 veE 53 gent II2 ecessar oVI4 e- Eets.k wwrp Nov p s /e/-0 hicev.u.5e7 r r+�rir I IC? (3) Name of Plant: Owner or Contact Parson: Mailing Address: fird County: NPDES Per fssueDate:��r+, Expiration Date: Existing Facility Rated By: 7" cdtoz, Reviewed (Train. & Cert.) Reg. Office Reviewed (Train. r& Cert.) Central Office ORC, / A'k laj/ar Grade Plant Class: (circle one) Industrial Pretreatment Units and/or Industrial Pretreatment Program (see definition No, 33) DESIGN FLOW OF PLANT IN GPD (not applicable to non-conlaminated cooling Ovate handling facilities for water purification plants„ closed cycle systems (del. No. 11), and facilities consisting only of Item (4) (d) or Items (4) (d) and (11) 0 -- 20,000.......................... 20,001 -- 50,000.. 50,001 •• 100,000 .. 100,001 -. 250,000 , „ 250,001 •• 500,000..• 500,001 1,000,000 1,000,001 -- 2,000.000 .. , ...... , . , .... , , ... , .. 2,000,001 (and up) - rate 1 point additional lor each 200,000 gpd capacity up to a maximum of 30 Design Flow (gpd) 74(o47 PRELIMINARY UNITS (see d fini ionnno. 32) (a) Bar Screens ....................... or (b) Mechanical Screens, Static Screens or Comminuting Devices ........ . .. ... . (c) Grit Removal ,.._.,,.....„......,.. or (d) Mechanical or Aerated' Grit Removal (e) Flow Measuring Device .. , .. , . Of (f) Instrumented Flow Measurement , .... . (g)Preaeration,.,,.„............ (h) Influent Flow -Equalization ............. (i) Grease or Oil Separators - Gravity , Mechanica! , , , ....... Dissolved Air Flotation, J) Prechlorination (4) PRIMARY TREATMENT UNITS (a) Septic Tank (see definition no. 43) ... _ ... ... . (b) Imhoff Tank ..,.,,,„.,,..,•................ (c) Primary Clarifiers .. .. , , ...... . (d) Seining Ponds or Settling Tanks for Inorganic Non -toxic ,Materials (sludge handling facilities for water purification plants, sand, gravel, stone. and other mining operations except recreational activities such as gem or gold POINTS 4 sludge otally (d)) 1 2 10 2 1 2 2 2 3 a 5 2 5 5 Telephone: 7� ) 5i_, - 7 Nondisc. Per. No. New Facility Date: IV Tote! Points 40 CONDARY TREATMENT UNITS (a) Carbonacec, s Stage (i)Aeration - laugh Purity Oxygen System ... . Diffused Air System , .. . Mechanical Air System (fixed, floating or rotor) _ , , Separate Sludge Reaeration , .. (ii) Tricklr,g Filter High Rate ........ . ...... „ .. . Standard Rale...u,.„„„_,.-, Packed Tower...,,,...„,. (i i i) Si^cal Aerated Filter or Aerated SiologtatFilter .,,„............... (iv) Aerated Lagoons .......... . ..... . .... . (v) Rotating, Biological Contactors . . (vi) Sand Fillers- in►ermitlent biological recirculating biological . (via) Stabilization Lagoons .. , , , .. , .. , „ .. . (viii)Ctaritie. ..... . ................. . (ix) Single stage system for combined carbonaceous removal of BOO rand nitrogenous removal by nitrification (see del. No, 12) (Points lor This item have to be in addition to items (5) (a) (i) through (5) (a) (viii) .„ (x) Nutrient additions to enhance BOD 2f.° 3 7 5 5 10 10 10 (xi) Biological Culture (-Super Bugs`) addition to enhance organic compound removal „ . , .. 5 (b) Nitro +enous Stage (i) Aeration • High Purity Oxygen System , . , - . 20 Oiflused Air System , . „ ........ 10 Mechanical Air System (fixed, floating, or rotor) Separate Sludge Reaeraiion .... , 3 (11) Trickling Filter High Rale.............„ 7 Standard Rate ............ 5 Packed Tower ,........ ... 5 (iii) Biological Aerated Finer or Aerated Biological Filter .,,.,,,.,..,.,.,.-.. (iv) Rotatir; Biological Contactors .. (v) Sand Filter intermittent biological .... recirculating biological , - (vi) Ctaritier........................... 10 10 2 3 5 TERTIARY OR ADVANCED TREATMENT UNIT (a) Activated Carbons Beds - without carbon regeneration ........ „ 5 with carbon regeneration ....._ • , „ .. 1 5 powdered or Granular Activated Carbon Filed - without carbon regeneration ....... , • , • _ • , 5 with carbon regeneration . • • , 5 Snpping 5 Denitrification Process (separate process) _ . 1 0 Electrocifialysis _ ••• _ 5 Foam Separation • • ............ _ 5 Land Application ol Treated Effluent (see definition no. 22b) (not applicable for sand. gravel, stone and other similar mining oparalions) (i) on agriculturally managed sites (See def. 1 0 (ii) by high rate infiltration on non•agriculturally managed sites (includes rotary distributors and similar fixed nozzle systems) . 4 (iii) by subsurface disposal (includes low pressure pipe systems and gravity systems except at plants consisting of septic tank and nitrifica- tion lines only) 4 (b) (c) (d) (e) (0 (9) (h) (i) (k) Phosphorus Rernoial (See def. No. 26) Polishing Ponds • (I) Post Aeration • by Biological Processes ...................... without aeration ..... with aeration • . • A • 2 0 2 5 cascade .... _ .. 0 diffused or mechanical . . 5 Reverse Osmosis _ _ • • . • • . Sand or Mixed•Media Filters - low rate _ high rate Treatment processes for removal ol metal or Treatment processes for removal of toxic materials other than metal or cyanide ..... SLUDGE TREATMENT (a) Sludge Digestion Tsnk • Heated._ ............ Aerobic • • Unheated • Sludge Stabilization (chemical or thermal) . • Sludge Drying Beds - Gravity •• • • • • . Vacuum Assisted . . Sludge Elutriation _ • • .. • _ . • , • • . • • Sludge Conditioner (chemical or thermal) _ • • . . • Sludge 'Thickener (gravity) _ • • • , Dissolved Air Flotation Unit (not applicable to • unit rates as (3) (i) . _ • _ g Studge Gas Utilization (including gas storage) • . . 2 Sludge Holding Tank - Aerated ................ 5 Non•aeraled 2 Sludge Incinerator - (not including activated carbon regeneration) . . • .. 1 0 (k) Vacuum Filler. Centrifuge or Filter Press or other similar dewatering devices ...... • ............. 1 0 (8) SLUDGE DISPOSAL (including incinerated ash) (b) Land Application (surface and subsurface) 4ee definition 22a) -where the facility holds the land app. permit . . 10 contracting to a land application operator who holds the land application pernil ....... . . 2 -land application of sludge by a contractor who does not hold the permit for the wastewater treatment facility where the sludge is generated . _ . 1 0 (c) Landfilled (burial) — • • • 5 (g) DISINFECTION (a) Chlorination .. • • • • • - • • • • • • • • — • • — • 0 (b) Dechlorination • • • • • • • • • • • • • • • • • • -(c) 5 5 5 15 15 10 5 2 5 5 5 5 (10) CHEM1CAL ADDITION SYSTEM (S) (See definition No. 9) applicable to chemicai additions rated as item iL (5) (a) (a.1). (6) (a). (b), (7) (b). (7) (a). a), (9) (b), or (9) (c) 5 points each: List: • 5 5 5 5 (11) MISCELLANEOUS UNITS (a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining operations containing nitrogen and/or phosphorous compounds in amounts significantly greater than is common for domestic wastewater (b) Effluent Flow Equalization (not applicable to storage basins which are inherent in land application systems). 2 (c) Stage Discharge (not applicable to storage basins inherent in land application systems. (d) Pumps. (e) Stand•By Power Supply„ (1) Thermal Pollution Control Device,. 3 TOTAL POINTS CLASSIFICATION 5 • 25 Points • — 26- 50 Points 1 51. 65 Points s V. . 66- Up Points Facilities having a rating of one through four points, inclusive, do not require a certified operator. Classification of all other facilities requires a comparable grade operator in responsible charge. Facilities having an activated sludge process will be assigned a minimum classification of Class II. Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification ol Class It. Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification or Class itt. In•plant processes and related control equipment which are an integral part ol induitrial production shall not be considered waste treatment. Likewise, discharges of wastewater Irom residences having a design flow of 1,000 gpd or less, shalt not be subject to rating. ADDITIONAL COMMENTS.. F. ZIP AR ?L I NA DEPT. OF NATURAL RESOURCES A D IRO MENTAL MANAGEMENT CO'P1ISSI©N NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 1 '� APPLICATION FOR PERMIT TO DISCHARGE • SNORT FORM G le be filed oily by set end other coawerc1al es 1. Itaaee, add? d 1. Strtet address C. Ct ty,. E. County „cfri�C«C�G'+�7T G. Telephone No. 24'9' Area Cede 2. SIC (Leave blank) Number of roployres 4. Mature of business 5. (a} Check here if discharge occurs all year*, ,pr (b) Check the ,onth(s) dtscherge occurs: 1, C January 2, C rabruary 3.0 Nardi 1.0 A4sr11 4.DJune 7.pJuly 1.CAuqutt. I.CSeptember 11. D hay ewe r (c) sow *Amy days per week: 1.D1 2.C2 12.0 December 3.Dd-S 1. Types of waste voter eft iChi rto surface waters only (check at IDp1lcab11) 1. Cooling watt daily average I. If arhy of the typos of umsto identified in Item i, ettih� treetrd, are ditayr od to places ether than surface am 01 applicable. fit) 0. ihmirr gir•riur.ri writ 1J. Evaporation lagoon or pond t. Other, specify: D.011 or more activities, cJ roaiu+m, topper, rem, and chlorine A.%ysi 1.O no lCertify that 1ief that to the best of my accurate. 4. e/ d et.* of person $1gnie+g Carpi i1�a er tiatutie 1 5- 1$ 6 ny or of tnvironn ur knovly ren operated or ma mPle=eating that S10,011, or by irpris a punishment by a fine fc r a similar offense. u ed under A le, &hail t net to or not more your discharge to contain result of Tour operations, bery11fum, cadmium, c, pi'htn©11, •1l eolf cor gvIet clam or who faisifie ice or method regrs a Envirommental MA.^_a punishable, by a tine months, or by both. (18 U.S.C. Sect 0 or Lrievr.rant not ru0ra. than 5 1 rt, plan, s of the to be Cit Code& exceed 01 prov or both ate of North Carolina epartment of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B, Howes, Secretary Preston Howard, Jr., RE., director February 1, 1994 Card Daniel, Vice t resident Carolina Water Service, Inc. P.Q. Box 240705 Charlotte, NC 28224 nr.C, DE[ [', of ENVIRONMENT',HEALTH, .64 NATURAL RESOURCES t;t S 4 ONISin OF Eri +f ii NLi[NTAE MAW EMENT +Air i'ii'Ei"itLE ,REMNAL uuFFCE Subject: NPDES Permit Applications Huntwick Subdivision NC0051632, Cabarrus County Blue Mountain Golf and Country Club, NC0076431, Madison County Cabarrus Woods Subdivision, NC0035033, Cabarrus County Lamplighter Village East Subdivision, NC0025259, Mecklenburg County Dear Mr. Daniel: This is to acknowledge receipt of the fallowing documents on January 20, 1994: Application Form, Engineering Proposal (for proposed control facilities), Request for permit renewal(s),. Application processing fee of $1050.00 TOTAL, Engineering Economics Alternatives Analysis, Engineering Plans and Specifications Local Government Signoff, Source Reduction and Recycling, Interbasin Transfer, Other: RO. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50%o recycled/ t0% post -consumer paper The items checked below are needed Application Form, Engineering proposal (see attachment), Application Processing Fee of Delegation of Authority (see attached), Biocide Sheet (see ched), Engineering Economics Alternatives Analysis. Engineering Plans and Specifications Local Government Signoff, Source Reduction and Recycling, Interbasin Transfer, tither.Residuals management plan for each facility. I the application is not made complete within thirty (30) days, it will be returned to you and may be resubmitted when complete. This application has been assigned to Susan Wilson (1 /7 - 08) of the Permits d Engineering Unit for review: You will be advised of any comments,, recommendations, uestions or other info ation necessary for the review of the application. I am, by copy of this letter, requesting that our Regional Office Supervisor prepe and recommendations regarding this discharge. If you have any questions regarding this application, please contact me at the number listed above. Sincerely, Susan A. Wilson Environmental Engineer Mooresville Regional Office Asheville Regional. Office Permit Application File JAM 11.7,.F E HuNTJR, HOL...61AN SLCR17,74Fr' KERR T STEVCNS DIREaTDR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DtVISION OF WATER QUALITY DIVISION OF WATER QUALITY May I 0, 2000 Mr, Jim Highly Carolina Water Service, Inc. P 0 Box 240908 Charlotte, North Carolina Subject: NPDES Permit No, NC0025259 Lamplighter Subdivision Mecklenburg County, NC Dear Mr, Highly: Our records indicate that NPDES Permit., No. NC0025259 was issued on May 5, 2000 for the discharge of wastewater to the surface waters of the State from your facility, The purpose ofthis letter is to advise you of the importance of the 'Permit: and the liabilities in the event of failure to comply with the terms and conditions of the Permit, If you have not already done so, it is suggested that you thoroughly. read the Permit. Of particular importance are Pages 4 and 5 Pages 4 and 5 set forth the effluent limitations and monitoring requirem.ents for your discharge. Your discharge must not exceed any of the limitations set forth. The section headed "Monitoring Requirements" describes the measurement frequencies, sample types and sampling locations, Upon commencement of your discharge (or operation), you must initiate the required monitoring. The monitoring results must be entered on reporting forms furnished or approved by this Agency, if you have not received these forms, they should be arriving shortly. If you fail to receive the forms, please contact this Office as quickly as possibie 1 have enclosed a sample of the "Effluent" reporting form (DEM Form MR-1)„ plus instructions for completing the form, It is imperative that all applicable pans be completed, and the original and one copy be submitted as required. Please be advised that an annual administering and compliance monitoring fee may be required for your facility, You will soon be receiving a statement from our Raleigh Office, It is imperative that the fee be paid in a timely manner so as to prevent enforcement action or possible revocation of your permit. The remaining parts of the Permit set forth definitions, general conditions and special conditions applicable to the operation of wastewater treatment facilities and/or discharge(s). The conditions include, special reporting requirements in the event of noncompliance, bypasses, treatment unit/process failures, etc_ Also addressed are requirements for a certified wastewater treatment plant operator if you are operating wastewater. -..,A44:44114/‘ ! 677 Avi.C.L. SERVY7,E, CEN-TEK, NAL.0 ICH, NORTH CAROLi N.4, 27699-1 61 -7 v.,ebSi!E 1120.en.state.nc.1Jn PHONE" 91 9-734-70 t 5 FAX 91.9-733,-2.19E, LC t.A.o_ C./..ORTLINITY AFT ,EMATiVE, ACT!ON EMPLOYrF - SO9 FrE.;:y.c.l.16,00% POr.0-CON1LIMEJS PAP"tP, Mr. Jim Highly May 10, 2000 Page No. 2 facilities, Any changes in operation of wastewater treatment facilities, quantity and type of wastewater being treated or discharged, expansions and/or upgrading of wastewater treatment facilities must be permitted or approved by this Agency. Failure to comply with the terms and conditions of an NPDES Permit subjects the Permittee to enforcement action pursuant to Section 143-215,6 of the North Carolina General Statutes. A civil penalty of up to $25,000 per violation (and/or criminal penalties) may be assessed for such violations. If you find at any time that you are unable to comply with the terms and conditions of the Permit, you should contact this Office immediately, A Special Order by Consent (SOC) may be necessary while pursuing action to obtain compliance. As a final note, an NPDES Permit is normally issued for a five-year period. Permits are not automatically renewed. Renewal requests must be submitted to this Agency no later than 180 days prior to expiration. Please make note of the expiration date of your Permit. This date is set forth on Page 1 of the Permit. Also note that NPDES Permits are not automatically transferable. If you, as the Permittee, cease to need this Permit, then you should request that the Division of Water Quality rescind the Permit or request that DWQ reissue the Permit to another party, if necessary. As mentioned previously, the purpose of this letter is to advise you of the importance of your NPDES Pernut_ Please read the Permit and contact this O!+ ce at 704/663-1699 in Mooresville if you have any questions or need clarification. We look forward to providing any assistance. Sincerely, D. Rex Gleason, P.E. Water Quality Regional Supervisor Enclosure C NPDE.LT DRG/de State of North Carolina Department of Environment and Natural Resources Division of Water Quality .James B. Hunt, Jr., Governor Bill .Holman, Secretary Kerr T. Stevens, Director May 5, 2( - \lr jun Highly Carolina \Vater Service., Inc. Post Office 240908 Cliarlot Le_ North Carolina .9.8924 Dear MT, lighly. NCDENR NORTH CAROLINA DEPARTMENT OF VRONIS1 ENT AND NATURAL RESOURCES T, HLT AMAX. RIM( SAY 10 2n.0.0 '111. ?Kr Subject: PDES Permit Issuance Permit Number NC002525.9 L,anl1Dh1e r Subd ivkion I\ !ie. le burg COMI t„Y In accordance with the application for discharge permit rece VC(.1 on larch 1, 1999, the Division is r(vrWa.r(11 g herewith the subject state .NPDES perinu. This permit is 'issued pursuaivi to the requirements of North Carolina Cie nal St tu te 14-5-2 1 5,1 and the \lemiiriudurn Of Agree me n tbetween,Nort hi Carolina onil the Li .5. E.,roa ron me vital Protection n d ted ce mber 6, 1 985. 11 any parts, measurement frequencies or sampling requirements coniained in this permit are unacceptable to You, you have the right to an adjudicatory hearing LIP 11T1 \\Totten request within thirty (5()) days following receipt of this. letter. 'Fills request must he in the form of a ‘vritten petition, conforming to Chapter 150V) of the North Carolina General Statutes., a nd filed with the (.)ffice of Administrative Hearings,. 67 1,4 \tail Service (ewer. Raleigh, oriIi Carolina.27(599-071-4, Unless such a demand is. made, this permit shall be final and binding.. This permit does not affect the legal requirements to obtain oilier permits Nvhichmay be required he the Division of \Vkter (:)uality or permits required by the Division of Land Resources, Coastal A F e a :Mall a 0,errient Act. or any other Federal or Local governmental permitis which, may be required. IF you have any questions or comments regarding these speculative limitations, please do not hesitatehesnae to contact Mark McIntire at telephone number (91E)) 755-5085, extension 555. reiy Original Signed By Davki A. Goodrich kert T. Suveus Enclosure: NPDES Permit Central Files NPDES Permit File Mo4resviliti Regional Office, Water :Quality Point. Source Compliance / En force me nt Unit 16 I 7 Mail Scrvicc Center, Ralei0, North Carolina 27699- 6 I 7 - Telephone 919-733-5083/FAX 9 19-733-0719 An Equal Opportuniiy ,Aftirnaative Action Employer - 50% recycled/ ION post -consumer paper Vlsit us on the web at nupil2h2oicnristaic.nc,usiNPOLS t No. STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANATURAL I ES. SOURCES DIVISION OF WATER QUALITY SC HAIR( NATIONAL POLLUTANT DISC. A. GE ELIELIMINATION YSTEM COCCI)lt1 t' stand r& Intl ' 0 e°ntetit Cox :any Itr eni and the e accordAn'L° tiS`iili a' 0, t' st$t ael�n Env i,l1Tc n t li7 i ntrol . e:t. i:nlended Carolina Water Service, Inc.. ikp ht illa East ub ivisio On n haven Drive North of Wilgrove Mecklenburg Ctaunt Il 10 cITSClicit -ink cond Dire at n Tof Ori n Signed B David tvw1eh rcrne€1it1l 1'1 nd oetnent aaizn c UPP i' an1, c 1 1i Per No. NC0025259 NT TO R ,SIT COVER SHEET s1 dge ntc a°m c ]t �¢a�kai%s tnd t s 3st can ]bs nc]h sirs 11ri;'t, 4cs! i1i Gaas; ssA's ]]]t s�, filter 1) r 1 ]sa,Ic1¢ FaciliInfo nnati©n OD Facility ©cation Est °I"Y A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL Permit Nu. NC0025259 liuring the period beginning on the efIective date or the permit oiul idsdindl until Novernlier 1 2(00, lite Perntittee is Authorized to dist:HI-0:i frotn out fall(tsti seri, number 001- 'Wastewater Treatment Plant Effluent. Stich diselittros shall keI I1ed and monitored by the Permitter! o sprit:died Itelo\v: C 20q: (Apri IS' :„S ir 01) ': (NueinbLir1 ri01elt usni1eU ls N1-1—N April 'cr" N •—N 'November 1. - lora% 5 ved )xyge 'veal C.oliform (geomelr11 nean) 1tlesiduai tiltiorine ti tre en . ,S A „TIE TAT MON Nicasurcutent lv Ave ra Doily Mo.Nontun 1ErequenCV „Sample Type N ftO7 18.0 11,tg/E 50,0 ing/1_, 50,0 mg/I, 12,0 mg/1_ 200/ 100 pi 1 To.tl Nor ou (N N ino,„/j, -1;.; 0 1.14;,:r I0tl 100 'loti 1 'Ittosp Ito! us Coritintious \Vettlikt ly NA:cording (t.'..0t111)0:itte Composite \ VC It leekly 111 THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OP VISIBLE .FOAM IN OTHER THAN TRACE AMOUNTS. NOTES: I Sample 1 oi 1tloro 1— 111111.1Clit,1 luent, — Upstreim) 100 grab samples 2 The driIy ,iver,'\ge clksolved oNyo.;en (I1IICIUII 110111 1 mastirc'd 111 10 1111101!"111,d1 Iu 'CNN' [how 5,0 Ei.. 1 pI shall not lo R•ss than 6,0 :,tan groo.er (ihth units. 1°10 t° 0111 CI 1,'70H1,111.1' 110 - Downs COMj COMpOSite , al )1C Location.' ot COUtpoStte Gra!) Gob Grab_ -(mni helow the. Mscltargc pomr. 1.nstream samples shall bk.' A (2). EFFLUENT LIMITATIONS ANI) MONITORING REQUIREMENTS — FINAL o1<7i1 Ili il.N°ovontlicr 1. 2000 o,Ir�I I,ti>,eln Wastewater Treatment Plant Effluent. `iudh ditirls��l h 5 Ili` 1°tr°!'tllllllt' THERE SHALL BE NO DISCHARGE OE FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN 'TRACE°. AMOUNTS. NOT I °_llluell'f, loss Ih.dxn (i_O sI, ntl,tird rlol. sholI nil bo Inxwizcd Ir nsll exam 500 loot Ito1d..f t -to ddsc1 Pert it No. NC0025259 IA 'mull hi. 005- PART 1 ule of Complian 1. The permittee shall comply with Final fflu with the following schedule: ions sied for discharges in accordance Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless specified below. 2. Permittee shall at all tip provide the operation and maintenance necessary to operate the existing facilities at optimum efficiency. 3. No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next schedule requirements. Part 11 Page 1 of 14 PART 11 STANDARD CONDITIONS FOR NPDES PERMITS SECTION A. DEFINITIONS 1. Ferrnit Issuirtg Authority The Director of the Division of Water Qu 2. DEM or "the Division"' Means the Division of Water Quality, Departrnent of Environment, Health and Natural Resources. Used herein means the North Carolina Environmental Management Commission. 4. Act or "the Act" ality. The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq. /Day Measurernents of The "monthly average discharge" is defined as the total mass of all daily discharges sampled and/or measured during a calendar month on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such month. It is therefore, an arithmetic mean found by adding the weights of the pollutant found each day of the month and then dividing this sum by the number of days the tests were reported. The limitation is identified as "Monthly Average" in Part 1 of the permit. b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled and/or measured during the calendar week (Sunday - Saturday) on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such week. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each day of the week and then dividing this sum by the number of days the tests were reported. This limitation is identified as "Weekly Average" in Part I of the permit. c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a calendar day. If only one sample is taken during any calendar day the weight of pollutant calculated from it is the "maximum daily discharge." This limitation is identified as "Daily Maximum," in Part 1 of the permit. d. The "average annual discharge" is defined as the total mass of all daily discharges sampled and/or measured during the calendar year on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each day of the year and then dividing this sum by the number of days the tests were reported. This limitation is defined as "Annual Average" in Part I of the permit. Part II Page 2 of 14 6. a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar month on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such month (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average monthly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar month. This limitation is identified as "Monthly Average under "Other Limits'in Part 1 of the permit. b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar week (Sunday/Saturday) on which daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such week (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average weekly count for fecal coliforrn bacteria is the geometric mean of the counts for samples collected during a calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in Part 1 of the permit. c. The "maximum daily concentration" is the concentration of a pollutant discharge during a calendar day. If only one sample is taken during any calendar day the concentration of pollutant calculated from it is the "Maximum Daily Concentration". lt is identified as "Daily Maximum" under "Other Limits" in Part 1 of the permit. d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar year on which daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such year (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day . The average yearly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar year. This limitation is identified as "Annual Average" under "Other Lirnits" in Part 1 of the permit. e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount of dissolved oxygen required to be available in the effluent prior to discharge averaged over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the sample is considered to be the "daily average concentration" for the discharge. It is identified as "daily average" in the text of Part I. g- The "quarterly average concentration" is the average of all samples taken over a calendar quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit, A calendar quarter is defined as one of the following distinct periods: January through March, April through June, July through September, and October through December. Part 11 Page 3 of 14 7. Other Measurements a . Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded during the calendar month. b. An"instantaneous flow measurement" is a measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total discharge. c. A "continuous flow measurement" is a measure of discharge flow from the facility which occurs continually without interruption throughout the operating hours of the facility. Flow shall be monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance activities on the flow device. 8. Types of Samples Composite Sample: A composite sample shall consist of: (1) a series of grab samples collected at equal time intervals over a 24 hour period of discharge and combined proportional to the rate of flow measured at the time of individual sample collection, or (2) a series of grab samples of equal volume collected over a 24 hour period with the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the present gallon interval between sample collection fixed at no greater than 1 /24 of the expected total daily flow at the treatment system, or (3) a single, continuous sample collected over a 24 hour period proportional to the rate of flow. In accordance with (1) above, the time interval between influent grab samples shall be no greater than once per hour, and the time interval between effluent grab samples shall be no greater than once per hour except at wastewater treatment systems having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at time intervals evenly spaced over the 24 hour period which are equal in number of hours to the detention time of the system in number of days. However, in no case may the time interval between effluent grab samples be greater than six (6) hours nor the number of samples less than four (4) during a 24 hour sampling period. b. Grab Sample: Grab samples are individual sarnpies collected over a period of time not exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be representative of the discharge or the receiving waters. 9. Calculation of Means a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided by the number of individual values. b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual values where N is equal to the number of individual values. The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one (1). c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration times its respective flow divided by the summation of the respective flows. Part II Page 44 of 14 10. Calendar Day A calendar day is defined as the period from midnight of one day until midnight of the net day, However, for purposes of this permit, any consecutive 24-hour period that reasonably represents the calendar day may be used for sampling, 11. Hazardous. Substance A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 12. Toxic Pollutant A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act. SECTION B. GENf R AL QON JTIONS Duty to Comply The permittee must comply with all conditions of this permit. Any per noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application. a. The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under section 405(d) of the Clean Water Act within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the requirement. b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil penalty not to exceed $25,000 per day for each violation. Any person who negligently violates any permit condition is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any person who knowingly violates permit conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also, any person who violates a permit condition may be assessed an administrative penalty not to exceed $10,000 per violation with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)] c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per violation may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes § 143-215.6AJ d. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, Administrative penalties for Class I violations are not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed $25,000. Penalties for Class II violations are not to exceed $10,000 per day for each day during which the violation continues, with the maximum amount of any Class 11 penalty not to exceed $125,000. Part II Page 5 of 14 2. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. 3. Civil and Criminal Liability Except as provided in permit conditions on "Bypassing" (Part 11, C-4) and 'Power Failures" (Part 11, C-7), nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 4. Oil and Hazardous ance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 5. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. 6. Onshore or Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 7. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby. 8. Duty to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The perrnittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit. 9. Duty to Reapply If the perrnittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the perrnittee must apply for and obtain a new permit. Pan 11 Page 6 of 14 10. Expiration of Permit The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject the permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq. lI, 5igrratory Requirements All applications, reports, or information submitted to the Permit Issuing Authority shall be si fined and certified, a . All permit applications shall be signed as follows: fl) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor,. respectively; or (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described above or by a duty authorized representative of that person. A person is a duly authorized representative only if: (I) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority. c. Certification. Any person signing a document under paragraphs a. or b. of this section shall make 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 submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." Part II Page 7 of 14 12. Permit Actions This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any permit condition. 13. Permit Modification, Revocation and Reissuance. or Termination The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Title 40,, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al. 14. Previous Permits All previous National Pollutant Discharge Elimination System Permits issued to this facility, whether for operation or discharge, are hereby revoked by issuance of this permit. IThe exclusive authority to operate this facility arises under this permit. The authority to operate the facility under previously issued permits bearing this number is no longer effective. J The conditions, requirements, terms, and provisions of this permit authorizing discharge under the National Pollutant Discharge Elimination System govern discharges from this facility. SECTION C. OPERATION AND MAII`efTE1 ANCE OF POLLLUT'ON CONTROLS 1, Certified Operator Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the facility by the Certification Commission, the permittee shall employ a certified wastewater treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities. Such operator must hold a certification of the grade equivalent to or greater than the classification assigned to the wastewater treatment facilities by the Certification. Commission. The permittee must also employ a certified back-up operator of the appropriate type and any grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays, and must properly manage and document daily operation and maintenance of the facility and must comply with all other conditions of Title 15A, Chapter 8A .0202. Once the facility is classified, the permittee shall submit a letter to the Certification Commission which designates the operator in responsible charge within thirty days after the wastewater treatment facilities are 50% complete. Propel: Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of the permit. Part II Page 8 of 14 3. Need to Halt or Reduce not a Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit. 4. Bypassing of Treatrpert Facilities a. Definitions (1) "Bypass" means the known diversion of waste streams from any portion of a treatment facility including the collection system, which is not a designed or established or operating mode for the facility. (2) "Severe property damage" means substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. b. Bypass not exceeding limitations. The permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the provisions of Paragraphs c. and d. of this section. c. Notice (1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and affect of the bypass. (2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as required in Part II, E. 6. of this permit. (24 hour notice). d. Prohibition of Bypass (1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action against a permittee for bypass, unless; (A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; (B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and (C) The permittee submitted notices as required under Paragraph c. of this section. (2) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse affects, if the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph d. (1) of this section. Part II Page 9 of 14 5. a. Definition. "Upset " means an exceptional incident in which there is unintentional and temporary noncompliance with technology based permit effluent limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. b. Effect of an upset. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology based permit effluent limitations if the requirements of paragraph c. of this condition are met. No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review. c. Conditions necessary for a demonstration of upset. A permittee who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant evidence that: (1) An upset occurred and that the permittee can identify the cause(s) of the upset; (2) The permittee facility was at the time being properly operated; and (3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this permit. (4) The permittee complied with any remedial measures required under Part 11, B. 2. of this permit. d. Burden of proof. In any enforcement pr the burden of proof. 6. Removed Substances ing the permittee seeking to establish the occurrence of an upset has Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215,1 and in a manner such as to prevent any pollutant from such materials from entering waters of the State or navigable waters of the United States. The perrrtittee shall comply with all existing federal regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the requirement. The permittee shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal practices. 7. Power Failures The permittee is responsible for maintaining adequate safeguards as required by DEM Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability, to prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated effluent. Part II Page 10 of 14 SECTION D. MONITORING AND RECORDS 1. epresent t ve Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is characteristic of the discharge over the entire period which the sample represents. All samples shall be taken at the monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit Issuing Authority. 2. Reporting Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day following the completed reporting period. The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these, and all other reports required herein, shall be submitted to the following address: Division of Water Quality Water Quality Section ATTENTION: Central Files Post Office Box 29535 Raleigh, North Carolina 27626-0535 3. Flow Measurements Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements are consistent with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a maximum deviation of less than + 10% from the true discharge rates throughout the range of expected discharge volumes. Once -through condenser cooling water flow which is monitored by pump logs, or pump hour meters as specified in Part I of this permit and based on the manufacturer's pump curves shall not be subject to this requirement. 4. Test Procedures Test procedures for the analysis of pollutants shall conforrn to the EMC regulations published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136; or in the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been specified in this permit. To meet the intent of the monitoring recuired by this permit, all test procedures must produce minimum detection and reporting levels that are below the permit discharge requirements and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. 11 no approved methods are determined capable of achieving minimum detection and State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director Mr, Jim Highly Carolina Water Service P.O. Box 240908 Charlotte, North Carolina 28224 August 21, 2001 Subject: NPDES Permit Modification NPDES Permit No. NC0025. Lamplighter Subdivision WWTP Mecklenburg County Dear Mr. Highly: The Division of Water Quality's NPDES Unit has considered Carolina Water Service's request to modify its NPDES permit for the Lamplighteer Subdivision 'WWTP. We have decided to further extend the effective date for the new ammonia limitations to November 1, 2001, as requested. The modified effluent sheets for the subject permit are enclosed. Please insert the revised pages into your permit and discard the old versions being replaced. The new sheets reflect the new effective date for the ammonia. limits. This change becomes effective immediately. All other terms and conditions contained in the original permit remain unchanged and in full effect, This permit modification is issued pursuant to the requirements of North Carolina General Statutes 143-215,1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental .Protection Agency. If any parts, measurement frequencies or sampling requirements contained in this permit modification 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 a written petition conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 2761.1-7447. Unless such demand is made, this decision shall. be final and binding. If you have any questions about the permit modification, please contact Mike Templeton, at (919) 733-5083, extension 541. Enclosures: Modified Perrttit Effluent Sheets (2 pages) Copies (w/ enclosures): Sincerely, fegory J. Thorpe Acting Director Martin Lashua. CWS (.same address) Herbert R. Moore - Moore Engingeering Associates 313 N. Main Street, Suite 200 Monroe, NC 28112 Mooresville R "' Office, Water Quali Point Source Compliance Enforcement Unit Central Files NPDES Unit Files 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone (919) 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer On the Internet at http://h2o.enr.state.nc.usiNFDES A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL Permit No. NC0025259 During the period beginning on the effective date of this permit and lasting through October 31, 2001, the Permittee is authorized to discharge from °tidal! 001 — Wastewater Treatment Plant Effluent, Such discharges shall be limited. and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS BOD, 5 day (20°C) (April 1 — October 31) BOD, 5 day (20°C) (November 1 — March 31 Total Suspended Solids NI-13as N Dissolved Oxyge Fecal Cohforrn (geometric meat Total Residual Chlorine Temperature (effluent, °C) pH3 Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus DISCHARGE LIMITATIONS Monthly Average (1.070 NIGID 18,0 mg/1 MONITORING REQUIREMENTS Daily Measurement Maximum 27.0 mg/I Frequency Continuous 'Weekly .30,0 mg/1 30,0 mg/I 12,0 mg/l .200/100 nil__ 450 mg/1 45,0 mg 400/100 tail Weekly Weekly We Weekly Daily Weekly Quarterly Quarterly Sample Recording Satnple Locationl I or E. Composite Composite — - - (--omposite Composite Grab Grab Grab Grab Composite Composite IIL E, U, D THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTLIER THAN TRACE AMOUNTS P001,130M.; 1.. Sample Locations: I — Influent, E — Effluent, 1.1— Upstream 100 feet above the discharge po D — Downstream 300 feet below the disc samples shall be grab samples 2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l, .3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units ea Modified: August 21, .2001. lirA. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL Permit No. NC0025259 During the period beginning on November 1, 2001 and lasting until expiration of this permit, the Perrnittee is authorized to discharge from Outfall 001— Wastewater Treatment Plant Effluent, Such discharges shall be limited and monitored by the Perrnittee as specified below Flow BOD, 5 day (20°(:) A ril 1 — October 31 BOD, 5 day (20°C) fv • . . — arch 31 Total Sus ended Solids NT-11 N A. 1- October 31 NH3 as N : ovember 1 — March Fecal Coliform =eom.etric mean) Total Residual Chlorine Tem ....erarure :effluent - °C. otai itro en DISCHARGE LIMITATIONS Monthly Average . )7 MCI) Daily Maximum 45.0 mg/l 45.0 in/1 Measurement Frequency Weekly 2/Week Daily , Sample Type Recordit Corn ositc Com osite Com osite Sample Locationl U, D THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLEFOAM IN OTHER THAN TRACE AMOUNTS Sample Locations: I — Influent, E — Effluent, LI — Upstream 100feet above the discharge point, D — Downstream 300 feet below the discharge point; instream samples shall be grab samples 2. 'The daily average dissolved oxygen effluent concentration shall not be less. than 5.0 Ing/i, 3. The pH shall not be less than 6,0 standard units nor greater than 9.0 standard units, Modified: August 21, 2001 State of North Carolina Department of Environmen and Natural Resources Division of Water Quality James B. Hunt, jr., Governor Bill Holman, Secretary' Kerr T. Stevens, Director February 4, 2000 Mr. Martin Lashua Carolina Water Service, Inc. Post Office Box 240908 Charlotte, North Carolina 28224 NCDENR NORTH CAROLINA DEPARTMENT OF' ENVIRONMENT AND NATURAL RESOURCES Sub ect- L)cw .Mr, Lashuit: NPDES Permit Renewal Permit Number NC005 1 632 Lamplighter Village East WWTP Mecklenburg County I have received your January 21, 2000 response to my request for additional in:forma , n regarding the engineering alternatives analysis (EA) for the above referenced facility, Upon reviewing your continents, I agree that there appears to he no cost-effective alternative to continued discharge. As such, the subject NPDES permit will be drafted with existing effluent limitations for ROD. Current Division policy requires the renewal to include effluent limitations for ammonia of 2,0 mg/L during the ,summer and 4!0 mg/L during the winter, As compliance with these limitations is going to require modification of the treatment facility, I will propose that a schedule of compliance be installed in the permit giving you time to complete necessary modifications prior to implementation of these new limitations. A draft NPDES permit is forthcoming. If you have any comments, questions, concerns regar this matter, please do not hesitate to contact me at (919) 733-5085, extension 555, Sincerely Mark McIntire, P.E. Environmental Engineer Cc: NPDES Permit File !Mooresville Regional Office I 61: 7 MAIL 51,RVICt [MT:, PALE I01„ NOIRT/' I CAHOt INA 2'.769 - 6 1 7 Riwsua 2 9,73 5033/FAX. 9 I 9- / 3-07 I 9 AN EQUAI OPPOR I'LIN1 I Y Ai FIRMA 1 IVE AC nos EMPLOVIA — mark. mcInkire(4)ricmail, nct VisH (15 fOt 11113 A NI.p://h2o..enr.state,rc.ts/I\IPDES State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director December 9, 1999 Mr, Martin Lashua Carolina. Water Service, Inc. Post Office Box 240908 Charlotte, North Carolina 28224 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT NAMARAL RESOURCES tflT /It.? ° 0.), 441 Subject: Engineering Alternatives Analysis Permit Number NC00-5-1-1+14'7L Lamplighter Village East WWTP Mecklenburg County Dear Mr Lashua: The Division of Water Quality has reviewed the engineering alternatives analysis (EAA) for the above referenced facility and offers he following comments: The cost estimates provided for the plant upgrade and CMUD connection alternatives did not include a present value analysis, The Division requires this analysis for all FAA. submittals. Such an analysis provides a common basis for alternatives comparison over the long-term. A copy of the Division's guidance document for EAA preparation is enclosed for your benefit • The report indicated that no response from C.M.L.11) had been received to date. An update regarding the status of CMUD's response would be appreciated, if no response has been received, an at.ternpt should be made to contact CMUD via telephone. Additionally. the utility connection 'fee provided in the costs section of the connection alternative is identified as an estimate. Should CMUD he willing to accept wastewater from the facility, the cost data should be revised based on actual connection fees. • It is the Division's experience that in order for most facilities to meet advanced tertiary effluent limitations of 5.0 mg./1„.. BOD and 2.0 ing/L N.L1,-N, effluent filtration is necessary. The cost information provided in the report did not indicate any intent to install filtration. The costs associated with filter installation should be included with the report revised as necessary. Thank you for your submittal of this report. Please forward responses to the above bullets to the following address as soon as possible. Mark McIntire, NPDES. Unit Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-.1.61.7 Renewal of the PDES permit for this facility will not proceed until a satisfactory response to ti request for additional information has been received: 1617 Mi SERVICE CENTER RALEIcH, NORTH CARDIANA 27699- 6 I 7 - TELEPHONE 919-733-5083/FAX 919-733-0719 AN EQUAL OPPORTUNITY AFElmAIIVE.ACEION EMPLOYER — mark..mcintirePncmaid,nct VL9T US ON THE WEB. AT ht tp://h 2o.cnr_state..nc,us/NPDES f you have any question reg r g the attach ci draft perm r, please do not hesitate t cricto number (1 ) 3-50 3, extension Guidance Dora Permit File ills Regional Off Since rinure Envt iinienta Engtneer' cep}' GUIDANCE FOR THE EVALUATION OF WASTEWATER DISPOSAL ALTERNATIVES it is the Division's mandate to assure the most environmentally sound alternative be selected from all reasonably cost-effective options. Prior to the issuance of an NPDES discharge permit, complete justification for the discharge must be made through a comprehensive Engineering Alternatives Analysis (EAA) The NPDES permit program was developed as a result of the Clean Water Act of 1972. The original. goal of the program (as outlined in the Act) was the elimination of all surface water point source discharges by 1985. Although we have not achieved this goal, we continue to strive toward it. In that light, the completion of an EAA is a requirement of any individual or organization applying for a new or expanding NPDES discharge permit (Title 15A NCAC 2H.01O5 (c) (2)). The purpose of this document is to provide guidance to the regulated community for the evaluation of wastewater disposal alternatives. The following outline should be used in the preparation of EAAs. in the past, the environmental feasibility and economic feasibility of a particular disposal option have been segregated. These should not be treated as mutually exclusive analyses. They are dependent on. one another. When evaluating any of the alternatives discussed below, :both environmental and economic feasibility should be addressed. The following is an outline to be used in preparing an EAA. If any EAA submitted lacks any of these basic pieces of information, it will be returned as incomplete. I. General Information A. Basic Identification of the Project • Facility narne • County • Facility address • Facility telephone number ■ EAA preparer's name • EAA preparer's mailing address and telephone number S, Provide a detailed description of the project which will require wastewater disposal. All wastewater flows associated with this project should be calculated in accordance with 15A NCAC 2H .0219. Justification and demonstration of need should be provided for expected flow volumes including any flow reductions realized through use of flow restricting devices. For all alternatives, the use of flow -restricting or low -flow devices should be investigated. A report of the findings should include flow reduction projections. C. If existing facilities will be used as part of an expansion, discuss those existing units including present and past perfoiniance, unit capacities and inadequacies and provide a schematic with component sizes. D, Indicate if the project will be constructed in phases. Provide the estimated wasteflow per phase. Indicate current phase status for existing facilities and provide a schedule for construction of each additional phase. Evaluation of Disposal Alternatives The Engineering Alternatives Analysis should include an evaluation of any and all disposal alternatives. The analysis should address all of the following options: • Connection to a Publicly Owned Treatment Works (PO1'W) • Connection to a privately owned treatment works • Individual subsurface systems • Community subsurface systems Page 1of5 Engineering Alternatives Analysts; October 21, 1998.' GUIDANCE FOR THE EVALUATION OF WASTEWATER DISPOSAL ALTERNATIVES • Drip irrigation - both surface & subsurface • Spray irrigation • Reuse • Surface water discharge through the NPDES program • Any possible combination of the above options A. Connection to a Sewer Collection System (served by a municipality or other entity holding a valid NPDES or Non -Discharge Permit). 1. Existing Sewerage System: Indicate the distance to an existing sewer line within a five -mile radius (extension of radius should be considered if cost effective for project size). *NOTE: All connection options should include an evaluation of both a gravity line as well as a force main with pump station(s). (a) Provide a description of sewer facilities and resources necessary to connect to the receiving wastewater treatment plant. (b) Provide a preliminary indication of flow acceptance from municipal or private WWTPs under consideration for connection. If a municipal or private VVWTP cannot accept the wastewater, please explain. (c) Attach a topographic map or a site drawing showing the physical route of this alternative. (d) Perform a Present Value of Costs Analysis for this alternative as outlined in Appendix A of this document. Investigate cost -sharing options with other potential users. 2. Planned Sewerage System: Determine if an area wide sewerage system within a five mile radius is projected to be available within the next five years to receive waste from the project under study. Determine availability date and flow acceptance projection with appropriate authority. Identify your contact in the public utility or private management group that assisted you in this determination. B. Land Based Disposal (Installation of nitrification systems, low pressure pipe systems, drip irrigation, mound systems, and spray -irrigation systems). 1. Determine if the applicant currently owns land that is available and suitable for a subsurface system. (a) Provide a description of the facilities and resources necessary including a site plan indicating the proposed layout. (b) Provide a soil analysis that includes the information outlined in Appendix B of this document. (c) Provide calculations to determine the disposal capacity of the applicant's available land, based on design and loading rate characteristics as well as appropriate regulations. (d) Describe what modifications to the plan (such as reducing the number of units produced, the reduction of design flow, etc.) would be necessary to allow for adequate disposal using usable land on the site. This step should be performed if there is insufficient usable land, considering the existing project development plan. If there is not sufficient usable land, explain why not. (e) Perform a Present Value of Costs Analysis for this alternative as outlined in Appendix A of this document. 2. If there is insufficient land on the project site, determine if any additional land could be acquired. Provide documentation of availability. If adjacent land could be acquired, evaluate according to item B (1). If adjacent land is unavailable, provide documentation from the owner stating such. NOTE: Subsurface disposal systems require a 100% reserve area. Surface disposal systems must be capable of treatment to secondary limits including disinfection. Page 2 of 5 Engineering Atternatives Analysis; October 21, 1998 GUIDANCE FOR THE EVALUATION OF WASTEWATER DISPOSAL ALTERNATIVES C. Wastewater Reuse Evaluate reusing all or a portion of the wastewater generated on - site. D. Surface Water Discharge (a discharge to a flowing stream - defined as having positive 7910 and 3092 flows). 1. USGS should be consulted for obtaining receiving stream flow information. This information should be provided in conjunction with treatment plant design. For flow information contact Mr. Curtis Weaver at (919) 571-4043. 2. All discharging systems should be evaluated both with and without tertiary filtration assuming a weekly sampling regime. 3. Provide a description of the proposed discharge facilities, including a schematic diagram of the major components and a site plan of the treatment facility with outfall line(s). All discharge systems must meet design criteria outlined in the Division's "Authorization to Construct Process.'' 4. Provide documentation of the availability of required land and/or easement agreements. 5. Perform a Present Value of Costs Analysis for this alternative in accordance with Appendix A of this document. E. Disposal Combinations: The EAA should evaluate the feasibility of a combination of any of the above disposal alternatives in lieu of a surface water discharge. Page 3 of 5 Engineering A Iternatives Analysts; October 21, 1998 GUIDANCE FOR THE EVALUATION OF WASTEWATER DISPO TERNAT Appendix A Present Value of Costs The Present Value of Costs Analysis (PVCA) is meant to evaluate all costs associated with a particular disposal alternative over the life of the project. Prior to performing a PVCA for any of the alternatives, all costs must be identified. The PVCA should include all monetary costs associated with construction, startup and operation of a facility. Costs should include, but not be limited to, the following: Capital. Costs ■ Land acquisition costs • Equipment costs • Labor costs • Installation costs • Design costs Recurring Costs • Operation and rnaintenance costs (with replacernent costs) ■ Laboratory costs assuming a weekly monitoring regime for discharge systerris and a monthly regime for non -discharge systems ▪ Operator and support stale` costs • Residual disposal costs • Connection and subsequent user fees • Permit and compliance fees • Utility costs (power, water, etc.) Opportunity Costs NOTE: All cost information provided must be referenced. If vender quotes have been receivcd fo treatment units or other components, they shall be included as well. Present Value of Costs Costs incurred in different time periods must be converted to a common time period before they can be accurately combined or compared. Performing this calculation is known as "computing the present value," or "discounting" the costs, Present value is also sometimes called "present discounted value" or "present worth". The following standard formula for computing the present value roust be used in all cost estimates made under this evaluation guidance: Where: PV=C' PV = Present value of costs. Co = Costs incurred in the present year. Ct = Costs incurred in time t. t = Time period after the present year ( The present year is t ©) n Ending year of the life of the facility. r = Discount rate. For these calculations, an interest rate quoted by the lending institution should be used. The interest rate quote should be provided with this analysis. Page 4 of 5 .Engineering AitemattvEes Analysis; October 2i , 1998 GLANCE FOR THE EVALUATION OF WASTEATER DISPO AL ALTE However, if the costs are the same in every time period from year one through year n (i.e.. Ct = C, a constant for t = 1,2,..., n), then the formula reduces to: PV=Co In this case, present value may also be looked up in a table containing the present value of e annuities (an annuity is a constant amount payable in each year for a certain number of years). Such tables are available from financial institutions. Appendix B Soil Analysis Report Requirements For all ne a ciiities The EAA must include a detailed soil analysis report including, but not be limited to, the following: • A copy of field notes and boring log information A soils site map overlain on a topographic map (county soil maps may be used for delineating boring locations only, not for soil characterization). • Soil characterization in terms of texture, structure, permeability, wetness and mineralogy • Soil characterization to a depth of 48" or to a restrictive horizon • Soil loading rate recommendations and land area requirements The report should address the applicability of any surface or subsurface disposal alternative. acilitie r'© eaaxion ust include a detailed soil analysis report including, but not be limited to, the ng: • County soil maps used to identify on -site soils. • Best -case loading rates using these soil characterizations. • PVCA (see above). If the present value for a non -discharge alternative is less than for a discharge system, provide a more detailed soil analysis report including the following: • A copy of field notes and boring log information ■ A soils site map overlain on a topographic map (county soil maps may be used for delineating boring locations only, not for soil characterization).wetness and mineralogy • Soil characterization in terms of texture, structure, permeability, • Soil characterization to a depth of 48'. or to a restrictive horizon • Soil loading rate recommendations and land area requirements Page 5 of 5 Engineering Alternatives Analysis; October 21, 1998 ENGItiEE JNG REPORT EFFLUENT DISPOSITION ALTERNATIVE EVALUATION Lamplighter Village. East WWTP NPDES PERMIT #NC0025259 CAROLINA WATER SERVICE, INC. Post Office Box 240705 ,. Charlotte, North Carolina 28224 September 4, \51111�1P A+'' SEAL 7609 MOORE ENGINEERING ASSOCIATES 313 NORTH MAIN STREET, SUITE 200 t MONROE, NORTH CAROIINA 28112704 ;291 9830 FAX 704 291 7916 ENGINEERING REPIC RT EFFLUENT DISPOSITION ALTERNATIVE EVALUATION Lamplighter Village East WWTP CAROLINA WATER SERVICE, INC. NPDES PERMIT #NCO25259 September 4, 1999 Recommendations: Renew the existing NPDES Permit without modification. If the existing NPDES Permit is modified, make necessary changes to the exis plant for operation under the new permit requirements. Conclusions: g Carolina Water Service, Inc.. (CWS) has consistently operated the present plant well within NPDES requirements. The effluent quality is much greater than required in the NPDES Permit. No known negative environmental impact resulting from the existing plant discharge is known. The plant has existed and operated at this location for more than twenty- five years. The plant effluent supports lush vegetation: without the plant, the creek would often be dry. The plant could easily be converted to the extended aeration process to meet future effluent requirements, if more stringent permit limits are shown to be necessary. Charlotte -Mecklenburg Utility Department (CMUD) operates a regional system in the area. A letter has been sent to CMUD requesting bulk service. Rejection is anticipated. The cost of connecti process. g a regional facility exceeds the cost to modify the existi g The negative environmental impact of pump station operation interruption is greater than that of an interruption to current plant operation. Land application of treated wastewater is not a reasonable consideration for this facility as a result of neighborhood proximity and land and system installation cost. MORE ENGINEERING ASSOCIATES 313 NORTH MAIN STREET, SUITE 200 + MONROE, NORTH CAROLINA 28112704 291 9630 FAX 764 291 7916 Discussion: The current NPDES Permit for the Lamplighter East WWTP is due for renewal. The primary recommendation is to renew the existing permit without change. Should this not be acceptable for any reason, three alternatives for action were considered for the possibility that new permit limits would be promulgated. Those alternatives are: • Modify the existing plant process to meet the new limits • Transfer the wastewater to a regional facility (CMUD) • Land apply the treated effluent The operational record and absence of any negative impact on the receiving stream give strong support to renewing the permit with no changes. This is the first recommendation and it is believed to be the best for all' concerned. Besides continued operation without environmental impact, all concerned parties will be relieved of unnecessary additional cost and environmental risk. Current operation produces an effluent which far exceeds the quality requirements of the present NPDES Permit.. Attachment B shows the performance for the three years prior to 1999 relative to both BOD, (5-day biochemical oxygen demand) and TSR (total solids residual). Current results reflect similar performance. The receiving stream shows no negative effect from the effluent discharge. To the contrary, the stream and environs appear healthy and even enriched as a result of the discharge. There are no known complaints on record. Without the plant effluent, the creek would be dry much of the year, reducing vegetation in and about the stream channel. The current process is contact stabilization. Due to this configuration, nitrification is not optimized:although some nitrification does take place as a result of the long solids retention time (SRT). To enhance nitrification, a longer exposure of raw influent to the return MLSS is required, preferable in a plug -flow regime. This is easily accomplished by joining the aerobic digester, reaeration aeration tanks, and by redirecting the flow.of raw influent and return sludge to the far end of the digester tank. The minimum SRT for nitrification is usually around three days, but is preferred to be 8-10 days. This system is capable of holding MLSS for a SRT of 30 days, assuring nitrification. The configuration of the existing process tanks and the separation walls between them: encourage a plug flow regime. As a result of these changes, a new digester tank will have to be installed. This only requires a simple cylindrical tank with aeration for mixing and endogenous biological activity. A tank with a 15,000 gallon capacity would work very well. A sludge pump would be added, as well as a decant line back to the head of the aeration tank. MOORE ENGINEERING ASSOCIATES 313 NORTH MAIN STREET, SUITE 200 + MONROE, NORTH CAROLINA 28112704 291 9E330 FAX 704 291 7,) r The Utility Department operates a regional collection system with a potential connection point near Albermarle Road and Harrisburg Road. A letter has been written to CMUD requesting a statement regarding -their position concerning acceptance of the Lamplighter system as a bulk customer. No answer has been forthcoming,however it is generally understood that CMUD does not accept bulk customers. In addition, connection to the CMUD system would be expensive. The estimated cost for transfer facilities used in this study to compare alternatives is based on this engineer's estimate of only those items necessary to deliver Lamplighter East waste water to the nearest available CMUD connection point. A connection to CMUD often becomes much more complex and expensive because of CMUD's general policy to build only regional facilities. In this instance, that would conceivably include a trunk sewer and significantly larger pumping station and force main downstream from the Lamplighter Plantlocation for connection to their systern. The cost could easily be more than double the cost used for alternative comparison. This is not to say that the CMUD policy is unreasonable: to the contrary it is very likely reasonable for CMUD in order to maintain their regional nature, but not necessarily the best or most. cost effective alternative for Carolina Water Service or these particular customers. The connection fee is an estimate. It is reasonable to expect -a capacity charge to connect to the system. The writer prefers the current treatment plant arrangement because under loss of power conditions, raw untreated water will not be released to the environment, but rather displaced, treated water from the treatment facility. The current treatment facility is served by gravity flow from the contributing area. In contrast, a pumping station, even if served by a backup generator, has the potential to overflow raw, untreated wastewater when subjected to a power outage. In addition, a leak in a force main can be an insidious source of pollution. The general area has undergone development with increasing commercial and residential expansion. As a result, land values have escalated since construction of the present plant. The current availability of landat an acceptable price, along with sufficient land area within range of delivery, does not exist. The development of residential areas in the vicinity reduce the potential for issue of a license to land apply wastewater due to public acceptance, and the public hazard associated with irrigation with even treated waste water. This alternative was given cursory consideration, but due to the factors presented, can not be seriously considered. The cost, even in a cursory evaluation, became unmanageable. Attachments A_ Discharge location map (1 page) B_ Performance charts (2 pages) C Process calculations (1 page) D Existing plant information (2 pages) E_ Cost Estimates 1 page) F_ Letter to CMUD for connection NO 0, CAR() SS/0 4r‹. SEAL 7609 :VG i NDO\-0\ 4//1111100' MOORE ENGINEERING ASSOCIATES :03 NORTH MAIN STREET, SUITE 20J + MONROE, NORTH CAROLINA 2[311270,1 291 9830 FAX 704 291 791f, 259 QLIlINX WATER SERVICE VILLAGE EAST SUBDIVISION WwTP NC0025259 ARY TO MC 100.0 80.0 60.0 40.0 20.0 0.0 Lamplighter East Performance Time (months) TSR 100.0 80.0 60.0 40.0 E 20.0 0.0 Lampiighter East Performance 0 Time (months) 0 Process Convitari Calculalootfs 9/6/99 Larrtplighter East \ \ P C AROLINA WATER SERVICE Process convecontact stabilization to extended aeration/complete mix Process calculations; existing plant/conversion calculations. 70,000 gpd flow capacity Physical tank data 204 mgA influent BODE 119 lb/day BODs 29 ft, tank outer diameter 400 frigil TSS 117 Ibldey TSS 14 ft, tank inner (clarifier) dia, 49,849 gal.' total aeration vol. 0.55 = a (444) 13 ft. SWD 14.5 ft, SWH 17.0 hr, aeration time 0,02 = b (day`T 1,5 ft, freeboard 42 lb/day = afALSS,, ©.3© = c (ratio feted) 10,599 gal, contact tank volume 3.63 77 lb/day = AMLSS 28 = G iSRT) 1,417 cf 2,156 lb MISS 22,314 gal. reaeration tank vokrme 7.65 5,206 mg/I miss conc. in aeration tank 2,983 cf 0.023 = F1% 18,735 gal, digester volume 5.74 1,538 gal. VAS 6,000 mg/I solids conc. 2,237 cf 462 gal WAS 2.0% (stored) 1,674 gal chlorine contact 0.57 30 days digester detention 224 cf 13,846 gal, digester volume 14,969 gal, clarif. vol 5.13 2,001 cf 154 sf, settling area 455 gpd/sf (ay.) overflow rate cfm existing air sly Digester tank dimensions, 15 ft. tank diameter 10 ft. tank SWD 2 ft. freeboard 12 ft. tank SWH Aeration requirements: 89 Ib/day SOR 187 Iblday AO R 50 cfm aeration capacity requi 93 cfm air required for mixing Digester air requ+rements 26 cfm air required for mixing Air lifts RASANJAS 4 p Fine bubble aeration 15% CITE 14 chnl1,000cf 0.182 cfm/sf 511 sf, floor 14 cfm11,000cf 8 cfm 20 Dorn 4 cfm 187 cfrn total air requirement 6.3 psi backpressure 6,5 hp blower 10 ft. diffuser subm. 80% blower efficiency 07 =u, 0,9 =11 9.17 mg.1=Cm 2 mgA=Co 8.17 mgA=C� 1.024 = 0 15 °C=temp, 0.48 = OT factor 77% subm. 67%subm_ 0.5 psi diffuser loss 3 ft. head Ta (hr) 9 cfm&diffuser 10 diffusers begged ft, head 8 ft submerged 1.5 psi minor lasses Sludge pumping 32 minutes/day sludge wasting 49 gpm RAS pumping rate Decanter 4 ft, square pump gal/ft. 5 magnates run time for sludge um 232 gallons req'd for run time 1,9 ft. drawdown in decanter 120 95 pumping rate 4 in. diameter pipe 2.4 ft/sec velocity 23 ft. static head 100 fr. pipe 1.83 ft. friction head 5 = K,n 24.83 ft. TOH 0,05 = f 1,70 hp pump 35% pump efficiency Influent hydraulics (for pump station estimate) 48.6 gpm = QL. 4 peak factor 2.2 fusee = v (full) 194.4 gpm = Q ., 0,433 cfs 2 = Km 8 in. transfer pipe dia. 0.15 it = head req'd 1.81 in. ENGINEERING ASSOCIATES 06/14/99 WN 23:18 FAX 704 525 817 Walker Process Equipment Inc. Aurora, Illinois Air Control Valves . . . Sparjere . . CAROI, 1 NA WATER Svc. ]0©4. Pa 6. 272k/9916 ,2 - Are employed in the aerobic di ea ter z*n,, e+acn with three (3) pe.r, +er' assembl ee. Each header is provided with a large diameter blow - off leg to allow all liquor in header to be blown clear upon initiating air supply. err DeZurik plug valves, nted in treneveres air feeder pipes, immediately adjacent to air main. Sparjere to be of Delrin, saddle -mounted, fastened to header with typal 416 stainless steel q-bolts. 1/4" Neoprene gasket provided betwen Sparjer and headers. Header Lift -out Device . . . . Each header is fitted with a galvanized steel rod, attadhed at outer end of header and securely fastened at top of wall, to be used to lift out header for inspection when elbow at top of riser is disconnected, end to seat headers in their cradles during normal operation. Chlorine Contaac Mixing . . . . 1 .. 3/4" galvanised steel- air supply lia, complete with regulating shut-off valve, fr+em air main, terminating with Sparjer at bottom of chlorin contact zone. AIRLIFTS fts are furnished complete with steel eductor tube, galvanised supply piping, air control valve and shut-off valve. Included following airlifts: l - Return sludge airlift, ' , rated at 50 GPK. 1 Wake sludge airlift, 3, rated at 50 GPK. ?tr operated by 60-minute cycles timer and 1/2. solenoid valve. 120 volt. 1 - Digester supernatant airlift, 3", rated at 50 GPM 1 - Scum return airlift, 3' , rated at 50 GPK, earn actuated through limit switch mounted in drive unit, 8-hour cycle timer, and 1/2" solenoid valve, 120 volt, used to transfer scum from collection trough to digester zone. ass Blowere. Sutorbilt, Size 4MB, rated at 170 of 5.6 psis and oorxlplete with 7-1/2 HP' dripprcnof rpm motor operating on 3/60 2©8 volt power. Accessories . . .2 - 2° threaded pressure relief valves. longed check valves. 2 - 3" threaded plug valves., DeZurik. 2 - 3" flexible discharge connectors 2 - Intake silencers, Burgess -Nanning CA- 2 - Inlet air filters, Unimaze to-SGM, 2 1 Lamplighter East WWTP Carolina Water Service, Inc. Land Application 70,000 1.5 40 15,6 45.0 60,7 $312,802 $225,050 $537, 853 $105,281 $185,036 $828,169 Plant upgrade Item Description Prelir inary Cost Estimates gpd permitted flow in/week application rate weeks/year application time acres required for land application acres buffer zone required acres total land commitment estimated land cost, application area estimated cost to commit buffer zone land sub -total storage pond estirriated turn l to and i Hated cost fo 1 Digester tank 10;000 ,gal 2 Tank foundation 3 Sludge pump 4 Valves 5 Pipe, 4" pvc 5 New air diffusers & piping 6 Cut & repair walls for flow -through 7 Special fabrication, screen box & diverter 8 Electrical allowance 9 Contingencies Construction sub -total engineering administration TOTAL PROJECT COST Connect to existing utility Item Description 1 Pump station wet well 2 Pumping equipment 3 Force main, 6" PVC 4 Valves 5 Site piping 6 Valve vault 7 Controls .& electrical 8 R/W and easements (allowance) 9 RR crossing 10 Road crossing 11 Connect to existing 12 Utility connection fees (estimate) 13 Contingencies Construction sub -total engineering administration TOTAL PROJECT COST 12 weeks non -available $20,000 estimated costiacre $5,000 estimated cost/acre Quan. units $/unit co 1 1 ea 5 ea. 150if 5 ea. 1 I.s. 11.s.. 1 Ls, 25% Quan, u 1 i.s. 2 ea. 4, 200 I.f, 7 ea. 75 if 1 Ls, 100 Lf, 80 I.f. 1 I.s. 1 l.s. $20,000 $20,000 $2,500 $2,500 $3,500 $3,500 $600 $3,000 $35 $5,250 $100 $500 $5,000 $5,000 $8,000 $8,000 $2,000 $2,000 $12,438 $62,188 $ 7, 463 $3,109 $72,759 $/unit cost $18,000 $18,000 $5,000 $10,000 $30 $126,000 $800 $5,600 $40 $3,000 $3,000 $3,000 $6,,000 $6,000 $10, 000 $10, 000 $200 $20,000 $150 $12,000 $1,200 $1,200 $50,000 $50,000 $52,960 $163,760 $19,651 $8,188 $191,599 9/6/99 MOORE ENGINEERING ASSOCIATES :ARoLINA WATER SERVICE, INC. PA OI l`?J���EI�siriri��• Regional Office: 5701 Westpark Or., Sults 101 P.O. Box 240908 Charlotte, NC 28224 Telephone: (704) 525-7990 FAX: (704) S25-8174 April 2, 1999 Mr. Barry Gullet, Deputy Director Charlotte -Mecklenburg Utilities Department 5100 Brookshire Blvd. Charlotte, NC 28216 Re: Request For Bulk Service. Lamplighter Village East Dear Mr. Gullet, As you may know, Carolina Water Service Inc. of NC owns and operates many water and/or wastewater systems in Mecklenburg and surrounding counties. In particular, we own a community utility system in a mobile home park called Lamplighter Village. East located off of Parkton Road near Albemarle and Harrisburg Roads. We currently have a permitted wastewater treatment plant that serves Otis -community, and have requested - an. NPDES (National. Poiiution Discharge Elimination System) permit renewal for this facility through the Division of Water Quality in Raleigh, Part of our NPDES permit stipulates that we must investigate alternatives to effluent discharge before permit renewal. CMUD has sewer service in the subdivision immediately adjoining our service area. We would like to request your Department's official position on allowing us to buy "liulk" sanitary sewer treatment, r, if CMUD is interested in buying the gravity collection system from us. The Lamplighter East WWTP is operating very well and we are, and have been, in full permit compliance at this facility. The issue of alternative discharge investigation is not one of compliance, but one of trying to eliminate a surface discharge into a low flow creek. I am enclosing a tax map and site location map of our Lamplighter Village East system for your convenience. We would appreciate your written response to this request at your earliest opportunity. Please do not hesitate to call me in our Charlotte Office at 525- 7990 if you have any questions or need additional information. Thank you in advance for your assistance, attention and cooperation. y, n Lashua Regional Manager cc: Carl Daniel SOC PRIORITY PROJECT: Yes No X If Yes, SOC No. To: Permits and Engineering Unit Water Quality Section Attention: Charles Weaver Date: April 13, 1999 NPDES STAFF REPORT AND RECOMMENDATION County: Mecklenburg Permit No. NC0025259 PART I - GENERAL INFORMATION 1. Facility and Address: Lamplighter Village East WWTP Carolina Water Service, Inc., of NC Post Office Box 240908 Charlotte, North Carolina 28224 2. Date of Investigation: 07-07-99 3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer I 4. Persons Contacted and Telephone Number: Mr. Steve childers, ORC; (704) 525-7990 5. Directions to Site: From the intersection of Albemarle Road (Highway 24/27) and Harrisburg Road (SR 2805) in east Charlotte, Mecklenburg County, travel north on SR 2805 about 0.1 mile to the junction with Parkton Road (SR 2819). Turn right and proceed east on SR 2819 approximately 0.5 mile (cross over railroad tracks) to the junction with Lanterntree Lane (SR 4501). Turn left and proceed north on SR 4501 about 0.3 mile to the junction with Bondhaven Drive. The facility is located approximately 0.15 mile north of this junction on the right (east) side of Bondhaven Drive. 6. Discharge Point(s). List for all discharge points: Latitude: 35013' 09" Longitude: 80° 40' 31" Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on map. USGS Quad No.: G 16 NW USGS Name: Mint Hill, NC 7. Site size and expansion are con 'stent with application? Yes X No If No, explain: 8. Topography (relationship to flood plain included): Relatively flat; 1-3% slopes. The treatment plant is not located in a flood plain. 9. Location of nearest dwelling: The nearest dwelling is approximately 200 feet from the plant. 10. Receiving stream or affected surface waters: Unnamed tributary to McKee Creek a. Classification: C b. River Basin and Subbasin No.: Yadkin and 03-07-11 c. Describe receiving stream features and pertinent downstream uses: The receiving stream is about 2-5 feet wide with little or no natural flow and is located in a headwaters area. Downstream users are unknown. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of wastewater to be permitted: 0.070 MGD (Ultimate Design Capacity) b. What is the current permitted capacity of the wastewater treatment facility? 0.070 MGD. c. Actual treatment capacity of the current facility (current design capacity)? 0.070 MGD. d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: None. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: Lamplighter Village East is currently being served by a 70,000 GPD package type contact stabilization treatment plant which consists of a bar screen/comminutor, a primary clarifier, a primary aeration basin (diffused air), a reaeration basin (diffused air), an aerobic sludge digester, a chlorine contact chamber (gas chlorine), a mixed media pressure filter, a filter backwash holding tank and an instrumented continuous flow measuring device on the effluent. Please provide a description of proposed wastewater NPDES Permit Staff Report Page 2 treatment facilities: N/A Possible toxic impacts to surface waters: None other than chlorine. h. Pretreatment Program (PQTWs only): N/A, Residuals handling and utilization/disposal scheme: a. If residuals are being land applied, please specify DWO Permit No.: Residuals Contractor: Telephone No.: b. Residuals stabilization: N/A c. Landfill: d. Other disposal/utilization scheme (specify): Waste sludge is removed and transported by Liquid Waste, Inc., (formerly Ronnie Oaks Septic Tank Services) to Charlotte -Mecklenburg Utility Departments (CMUD) sewer system for final disposal. 3. Treatment plant classification (attach completed rating sheet): Class II, see attached rating sheet. SIC Code(s): 4952 Wastewater Code(s) of actual wastewater, not particular facilities, i.e., non -contact cooling water discharge from a metal plating company would be 14, not 56. Primary: 05 Secondary: 08 Main Treatment Unit Code: 09107 PART III - OTHER PERTINENT INFO TION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved (municipals only)? N/A. Special monitoring or limitations (including toxicity) requests: NIA: NPDES Permit Staff Report Page 3 3. Important SOC, JOC or Compliance Schedule dates: (please indicate) N/A. 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. The existing discharge is into a stream with 7Q10/30Q2=0 cfs. An engineering report evaluating alternatives to discharge was due 180 days prior to permit expiration as noted in Part III Section E of the permit. However, the engineering report apparently has not been submitted. The permit expires on September 30, 1999. As part of the report, the cost of constructing a treatment plant to meet 5 mg/1 BODS, 2mg/1 NE3 as N, 6.0 mg/1 DO, and 17.0 ug/1 chlorine should also be included if there are no feasible alternatives to a surface discharge. Spray Irrigation: Insufficient land area available, for a spray irrigation system. Connection to Regional Sewer System: The sewer line in the area is separated from the facility by railroad tracks, the sewer system is not readily accessible to the subdivision. Subsurface: Insufficient land area available for a subsurface. system. Other Disposal Options: Relocate outfall line toa. segment of the receiving stream with positive 7Q10/30Q2 flows. 5. Air Quality and/or Groundwater concerns or hazardous waste utilized at this facility that may impact water quality, air quality or groundwater? No hazardous waste is used at this facility. Wastewater is entirely domestic. Air quality and groundwater will not be impacted by this discharge. 6. Other Special Items: An engineering report must be submitted as noted above prior the renewal of the permit. PART IV - EVALUATION AND RECOMMENDATIONS The permittee, Carolina Water Service, Inc. of NC is applying for renewal of the permit to discharge treated domestic wastewater. A review of the past year's self -monitoring data, from 01/98 through 01/99, did, not show any monthly. violations. During the site investigation the wastewater treatment plant NPDES Permit Staff Report Page 4 appease.. be In good operational condi conditions, An eng.ineeri.n alternative anal sis has not been submitted as noted above. Pending receipt and approval of the engineeri alternative's analysis by the MRO and the P&E it that the permit be renewed. NPDE Permit t Staff Report .a xe g eco ended 411 Vie Easy Wctin-,c) Alf PE- gern21 Na Nc-?.5:z5g eau- eze RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS Name of Facility: /19A/PZ/ Owner or Contact Person: Making Address: LL County: Present Classification: NPDES Per, No. NCOOjt 5-Z 91 Nondisc. Rated by: sow, gm) AithzikLE Reviewed by: ORC: TelfE kili4/// ,4 / 11 d ;? szz Telephone: New Facility Existing Facility Per. No.WQ Telephone: Check Classification(s): Subsurface Wastewater Classification: (Circle One) I ------------ SUBSURFACE CLAS-SIFKAT1Cts4 (check all units that apply) 1. septic tanks 2, pump tanks 3 siphon or purnp-dosing systems 4, sand fillers S. grease trap/interceptor 6, oil/water separators 7. gravity subsurface treatment and disposal: pressure subsurface treatment and disposal: Health Dept, Regional Office Central Office Grade: Spray Irrigation IV Health Dept,Per No. Date: 4'7 11 Telephone: Telephone: Telephone: Telephone: Land Appli atjon Total Points: SPRAY IFIRGAT1ON CLASSIF1CATKX4 (check all units that apply) 1. preliminary treatment (definition no. 32 ) lagoons 3. septic tanks 4. pump tanks 5 pumps 6, sand litters 7. _grease trap/intercept 0 a. oil/water separators 9, disinfection 10., chemical addition for nutrient/algae control 11. spray irrigation of wastewater In addition to the above classifications, pretreatment of wastewater In excess of these components shall be rated using the point rating system and will require en operator with en appropriate duel cerltllcatlofl. LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit hader) 1. Land application of biosolids, residuals or contaminated soils on a designated site. — — — — — — — — — — — — — WASTEWATER TREATkAENT FACILITY CLASSIFiCATION The following systems shall be assigned a Class I classification, unless, the How is of a significant quant ly o Ihe technology is unusually complex, to require consideration by the Commission on a case -by -case basis: (Check if Appropriate) OiUwater Separator Systems consisting only of physical separation, pumps and disposal; 2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, purrips,sand filters, disinflion and direct distharge; 3 Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necossary chemical treatment for algae or nutrient control, and direct discharge; 4, Closed loop Recycle Systems; 5, Groundwater Remediation Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disintclKl and dispos.al; Aquaculture operations with discharge to surface waters, 7 Water Plant sludge handling and back -wash water treatment; 8. Seafood processing consisting of screening and disposal. 9 Single-family disc -barging systems, with the exception ol Aerobic Treatment Units, will be classified if permitted after July 'I, 1993 or 11 upon inspection by the Division, it is found that the system is not being adequately operated or maietained. Such systems will be notified of the classification or reclassification by the Commission, in writing. (15) Eleclrodialysis, Process for removing Ionized snits from water Through the use of ion-selectIve Ion -exchange rnembranes; (16) Fitter Press, A process operated mechanically for partially dewatering sludge; (17). Foam Separation. The planned frothing of wa518wakar or wastewater effluent as a means of removing excessive amounts ol detergent materials through the Inaroduciion of air In the form of fine bubbles; also caired foam !ractionallen; (18) Grit Removal, The process of removing gilt and other heavy mineral matter trim wastewater; (19) Imhoff Tank. A deep two story wastewater Tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber. (20) instrumented Flow Measurement. A device which Indicates and records rate of flow; (21) ton Exchange, A chemical process in which Ions trim two difleren molecules are exchanged: (22) Land application: (a) Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injoc (i,e, chisel plow); [not applicable for types of sludge described In (11) of this Rule); (b) Treated Eliluert, The process ol spraying treated wastewater onto a lard area or other methods of application of wastewater onto a laird area as a means of final disposal or Irealmeni; (23) Microscreen, A low speed, continuously back -washed, rotating drum filler operating under gravity c.onditicas as a polishing method for removing suspended wilds from etlluerv; (24) Nitrilicalion Process. The biochemical conversion of unoxidized nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually nitrate); (25) Nitrogenous Stages A separate stage of wastewater treatment designeed for the specific purpose of convening ammonia nitrogen Io rulral° nitrogen; (26) Phosphate Removal, Biological, The removal al phosphorus Irom wastewater by an oxleianoxic process designed to enhance luxury uptake of phosphorus by the microorganisms' (27) Potteries() Pond. A holding pond following secondary treatment with sufficient detention time to allow settling o1 finely suspended solids, (26) Post Aeration Aeration hollowing conventional secondary treatment units 1© increase affluent D,©, or for any other purpose; (29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen Is added to the effluent by a nonmechanical, gravity means of 1iowung down a as of steeps or weirs; The Clow occurring across the slaps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator mart; thus, zero points are assigned even though this is an essential step to meeting the limits of the discharge permit; Powdered to Granular ,Acilvaied Carbon Feed, A biophysical carbon process that utilizes biological actrvhy and organic absorption by using powdered or ielar activated carbon; Virgin or regenerated carbon is feed controlled into the system; Preaeralion. A tank constructed to provide aeration prior 10 primary treatment; luminary Units. Unit operations in the treatment process, such a,s screening and comminution, that prepare the tit for star subsequent mayor open riior s; industrial Pretrealment, (a) Pre-treatment Unit, industrial- The conditioning of a waste al 11s source before discharge, to remove or to neutralize substances Injurious to sewers and treatment processes or to effect a partial reduction in load on the treatment process which is operated by the same governing body as the wastewater treatment plant being rated; b) Pretreatment Program, Industrial - must to a stale or EPA required program to receive points on the rating sheer; (34) Primary Clarifiers.. The first settling tanks through which wa.stewaler is passed In a treatment works for the purpose of removal g uettivable and suspended solids and 80D which is associated with tha solids; (35) Pumps. All influent, ehiuent and 'in -plant pumps.; (36) Radiation. Disinfection or sterilization process utilizing devices emhteng ultraviolet or gamma rays; (37) Reverse Osmosis, A treatment process In which a heavy contaminated flquid Is pressurized through. a membrane forming nearly pure liquid free Irom suspended solids; (36) Rotating Biological Contractors, A fixed biological growth process In which wastewater !lows through tanks. in which a series of partially submerged circular surfaces are rotated; (39) Sand Fillers: (a) interrntttent Biological, Filtration of effluent following septic tanks, lagoons, or some olhor lrealment process in which further biodecomposh(on is expected to produce desired effluents; Hydraulic loading rates on these filters are computed itt gp ac and have a resulting Icrw gprn/sf (less than ono); b) Recirculating biological - the same type of sand filter as defined in Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back through the sand filler; (40) Sand or Mixed-Madla Fitters. A polishing process by which effluent limes are achieved Through a further reduction of suspended solids; (a) low rate -- gravity, hydraulically loaded filter with loading rates in the one to three gprn/sf range; (b) high rate -- a pressure, hydraulically loaded titer with loading rates in the live gprrvsf range;, At any rate, the loading rate will exceed three gpm sl; (41) Secondary Clarifiers. A tank which follows the biological unit of lreatmenl plant and which has the purpose o1 removing sludges associated with the biological treatment units; (42) Separate Sludge Reaeratlon. A part of the contacl stabilization process where the activated sludge Is trarelerred to a lank and aerated before returning It to the contact basin; (43) Septic Tarok, A single -story settling tank In which settled sludge is in contact with the wastewater flowing through the tank; shall not be applicable for septic tank systems serving single family residences having capacity of 2,000 gallons or less which discharge to a nitrification Bald; (44) Sluese Digestion, The process by which organic or volatile mailer and sludge is gasified, liquefied, mineralized or cooxarted into more stable organic matter through the activity of (Ming organisms, which Includes aerated holding larks; (45) Stooge Drying Beds. An area comprising natural or artificial layers, of porous materials upon which digested sewage sludge Is dried by drainage and evaporation; Sludge Elulriatlon- A process of sludge conditioning In which certain constituents are removed by successive washings with fresh water or plant effluent; (47) Sludge Gas Utilization The process of using sewage gas ler the purpose of heating buildings, driving engirles, etc (48) Sludge Holding Tank (A.erated and Nonaeraled). A tank utilized for small wastewater treatment plants not contairoing a digester In wwhich sludge may be kept leash,. and supernatant withdrawn prior to a drying method (I.0. sludge drying beds); This may be done by adding a small amount of air simply to keep the sludge trash, but not necessarily an amount•Ihat would be required to achieve stabilization of organic matter, A nonaeraled tank would simply be used to decant sludge poor to dewatering and would not allow long periods (several days of detention) without resitting odor problems; (49) Sludge Incinerators, A furnace designed lo bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash; (50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescitrte, and to reduce tt>a pathogenic organism oontani; This may be done by pH ad)uslment, chiorkre dosing, or by heal treatment; (51) Sludge Thickener, A type of sedimentation tank in which the sludge is permitted to settle and thicken through agitation and gravity; (52) Stabilization Lagoon. A type of oxidation lagoon In which biological oxidation of organic matter Is a!Mooed by natural transfer of oxygen to the water from. air (not a polishing pond); (53) Stand -By Power Supply,. On site or portable electrical generating equipment; (54) Static Screens. A stationary screen designed to remove &otitis, Including non -biodegradable particulate (heatable solids, suspended solids and OCtD reduction} from municipal and industrial wastewater treatment systems; (55) Tertiary Treatment. A stage of treatment following secondary which Is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal tinter might be employed i'or this purpose;. (56) Then-nal Pollution Control Device: A device providing for the transfer of heal from a fluid' (lowing to tubes to arolher fluid outside the tubes, or'vico versa; or other means of regulating liquid temperatures; (57) Thermal Sludge Conditioner. A conditioning process by which heal is added for a protracted period of time to Improve the duwaterabhhy of sludge by :to solubilizing and hydraulizing of the smaller and more highly hydrated sludge particles; (5B) Toxic Materials., Those wastes or combinations of wastes, Including disease -causing agents which after discharge and upon exposure, Ingestion, Inhalation or assimilation into arry organism, either directly From the environment or indirectly by Ingealkan Through food chairs, will cayse death,. disease, behavioral abnormalities, cancer, genetic mutations, physiological malfunctions (including malfunctions in reproduction) or physical deformations, in such organisms or their olissprtng; Toxic materials include, by way of Illustration and rtol limitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, onho•nliro-chlorobertzetae (ONCB), polychlorinated blphenyfs (PCBs) and dichiorod'iphenyl trichloroetharte (DDT); and any other materials that have or may hereafter be determined 10 have toxic properties; (59) Trickling Piller. A biological treatment unit eons!&Ting of a material such as broken stone or rock over which wastewater is distributed; A high rate trickling filler Is one which operated at between 10 and 30 mad per acre. A low rate trickling titter Is one which Is designed fo operate at one to lour nisei per acre; (60) Melding oiler (Packed Tower), A plug flew type of operation In which wastewater lbws down through successive layers of media or Iterate material; Organic malarial Is removed continually by the active biological fixed growth In each successive layer, This method may proxdece'secondary- quality effluent, or may be adapted to produce 6 nitrified effluent; (61) Vacuum Finer, Centrifuges, or Filter Presses. Devices wietch are designed to remove excess water Prom either digested or undigested sludge prior to disposal or further treatment, #ion ' State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt,+Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director March 2, 1999 Mr. Jim Highley Carolina Water Service, Inc. P.O. Box 240908 Charlotte, North Carolina 28224 Subject: NPDES Permit Renewal Applications Permit NC0051632 Permit NC0035041 Huntwick WWTP Hemby Acres WWTP Cabarrus County Union County Permit NC0025259 Lamplighter WWTP Mecklenburg County Dear Mr. Highley:. Permit NC0035033 Cabarrus Woods WWTP Cabarrus County NCDENR NORTH CAROLINA DEPARTMENT' OF ENVIRONMENT AND NATURAL RESOURCES MAR Permit NC0077364 Cabarrus Woods WTP Cabarrus County The Division received your permit renewal applications for the facilities listed above. Thank you for submitting these packages, The renewal applications for these facilities will be assigned to a member of the NPDES Unit staff for review. That staff member will contact you if additional information is needed to complete the permit renewals. Please note that the second page of the original application for NC0051632 (Hunt pick. WWTP) was not included with the rest of the application package for that facility. Please submit the signed. original form so that the permit renewal can proceed. Thanks again for submitting your renewal packages. If you have questions during tie permit renewal process, please contact me at (919) 733-5083, extension 511. cc: Central Files Mooresville Regional: Office, Water Quality Section NPDES File P.O, Box 29535, Raleigh, North Carolina 27626-0535 Sincerely, Charles H. NPDES Unit. aver, Jr. 919 733-5083, extension 511 (fax) 919 733-ti719 An Equal Opportunity Affirmative Action Employer Charles_Weaver@h2o,enr.state,n.us NPDES PERMITAffildATION - SHORT FORM D To be filed only by dischargers of 100ii'dornestiCikasieViater (<1 MGD flow) • , N. Department of Environment and Natural cures IDivision of Water Quality / NPDES Unit r. ©. Box 29535, Raleigh, NC2762E4535 North Carolina NPDES P'erinAt1\1. (if known)... ,„ 1. Mailing address of applicanh Facility Name Owner Name — Street Address Oty State ZIP Code Telephone Number Fax Number e-mail Address • — • Please print o 2. Location of facility producing discharge Name (If_ different from above) Facility ContactFenori — - Street Address or State Road :city COurity.." Telephone Number 3. Reason for Expansion/Modificati0fl Existing Unpermitted Discharge New Facility * Please provide a description of the expansianin-Lodification: 4. Description ofthe-existing treatment facilities aist all installed comport wit :. Version 9/97 State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director August 30, 1994 Mr. Carl Daniel, Vice President Carolina Water Service, Incorporated :N.c. OF P.O. Box 240705 ENVIRONMENT, HEALTH, Attf NATURAL, Charlotte, NC 28224 RESOURCES Subject: NPDES / Lamplighter Subdivision SEP 9 1994 NPDES Permit No, NC0025259 Lamplighter Village East WWTP =to miG.R.?,!ENTAL MAcr.NRITMecklenburg County. orTIcE Dear Mr. Daniel: In accordance with your application for a renewal ofdischarge permit received on January 20, 1.994, we are forwarding herewith the subject State - NPDES 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 US Environmental Protection Agency dated :December 6, 1983. In response to the letter submitted July 11, 1994 regarding the draft permit, the following comments are offered for your information. Instream monitoring for dissolved oxygen, fecal coliform, temperature, and conductivity is required for water quality limited facilities as specified in North Carolina Administrative Code 15A NCAC 2B .0500. The weekly frequency is required for all Class II domestic wastewater facilities which are water quality limited. Instream monitoring assists the Division in assessing the impacts of the discharge on the receiving stream and should remain in the permit. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicative 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, Post Office Drawer 27447, Raleigh, North Carolina 27611 -7447, Unless such demand is made, this decision shall be final and binding. Please take notice this permit is not transferable, Part 11, E.4. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Susan Wilson at telephone number 919/733-5083. Sincerely, Original Signed By David A. Goodrich A. Preston Howard, Jr. cc: Jim Patrick, EPA Mooresville Regional Office Compliance Central Files P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-7 3-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper PermitNo. NC0025259 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT Z.2\ PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision 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, Carolina Water Service, Inc. of N.C. is hereby authorized harge wastewater from a facility located at Lamplighter Village East Subdivision on Bondhaven drive north of Wilgrove Mecklenburg County to receiving waters designated as an unnamed tributary to McKee Creek in the Yadkin -Pee Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth Parts 1, II, and HI hereof. This permit shall become effective October 1, 1994 This permit and the authorization to discharge shall expire at midnight on September 30, 1999 Signed this day August 31, 1994 A. Preston Howard, Jr., P.E., Director Division of Environmental Management By Authority of the Environmental Management Commission f Od Z525c1 S CAROLINA WATER SERVICE GHTER VILLAGE EAST SUBDIVISION WWTP NC0025259 FARY TO MC is reb authorized Permit No._ 1125259 SUPPLEtNT TO PE R S a Water Service, Inc. f N.C. 1. Continue to operato an existmg 0.070 MOD package contact stabilization wastewater treatment plant consisting of a bar s , primary cl ier, primary ration basin, aeration basin, aerobic sludge digestor, mixed media pressure filter, filter backwash holding , chlorine contact ch ber and continuous flow recorder located at Lamplighter Village East Su • °vision, on Bondhaven drive, n i of Wil e, Mecklenburg County (See Part IIi of this Permit), and 2 Discharge from said treattnent works at the location specified n the att hedmap into an urmamed. tributaryto McKee Otek which is classified Class C waters in the Y River Basin. A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0025259 During the period beginning on the effective date of the permit and lasting until expiration, the Perrnittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Ch Flow BQD, 5 day, 20°C Total Suspended Residue NH3 as N Dissolved Oxygen** Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity Discharge Llmitations Monitoring Reg Measurement SanI *ample Monthly Avg, ValislyAygi, DallvMax Frequency 113211 Locatlo 0.070 NW Continuous Recording I or E 18.0 mg/I 27.0 mg/I Weekly Composite E 30.0 mg/I 45.0 mg/I Weekly Composite E 12.0 m /I Weekly Composite E Weekly Grab E, U, D 400.0 /100 ml Weekly Grab E,U,D 2/Week Grab E Daily Grab E, U, D Quarterly Composite E Quarterly Composite E Weekly Grab E,U,D 200.0 /100 ml * Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet above the discharge point, D Downstream 300 feet below the discharge point. Instrearn samples shall be grab samples and shall be conducted weekly. ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than e amounts. A. ( ). EFFLUENT LIMITA'TIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0025259 , During the period beginning on the effective date of the permit and lasting until expiration, the ,Perrnittee is authorized to discharge from outfa11(s) serial number 001. Such discharges shall be limited and monitored by the perrnittee as specified below: Effluent Characteristics Flow BOD, 5 day, 20°C Total Suspended Residue NH3 as N Dissolved Oxygen** Fecal Coiiform (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity plscharge Limitation, ma nth ly Av 0.070 MD 30.0 mgil 30.0 mg/I 200.0 /100 ml Weekly Avg, Daily Max 45.0 mg/I 45.0 mg/i Monitoring Measurement Frequency Continuous Weekly Weekly Weekly Weekly 400.0 /100 ml Weekly 2/Week Daily Quarterly Quarterly Weekly * Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet above the point. Instre,am samples shall be grab samples and shall be conducted week1y. Requirement, SemDIQ Ltai Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab *Sample Location lor E E E E E, U, D E,U,D E E, U, D E E E,U,D ischarge point, D Downstream 300 feet below the discharge ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly a sample. There shall be no discharge of oating solids or visible foam in other than trace amounts. the effluent by grab The acco compl 0% c ' ttt Lit cc cificd bor.. 2. Perin �. estn at rttc ba r�ctizc of enteiln by ida the d for dischar t t td in the or, in the case rice or nco any cme e of corn is action be nee. In the dons taken. STAND PART II CONDITIONS FOR NPDES PER,�S 0 Division ofEnvironmental Management. 2. i"'f tit or Dig isioti Mes1s the Division of Environmental Management, Dep Natural Resources. • rC Used herein me ns the North Carolina Environment 4. Act ol• "the ACI" The Federal Water Pt U! C 1251, et. seq. Nfet=,reme The 'mon sampled an and mea. ured,. such rnonth. It is pollutant found ea: the tests were reporte permit. Environment, ent Commission. n Control Act, also known as the Clews Water Act, as amended. c discharge" is defined as the total miss o d during a calendar month on which daily di by the number of daily discharges sampled an fore, an arithmetic mean found by adding the of the month and then dividing this surn b) the The limitation is identified as "Monthly Average ha.* es mped during of the of days Part I of the b. The "v. ee1,J, a' craze discharge" is defined as the total mass of all daily discharges sampled and•'or mete tired during the calendar eei: (Sunday - Saturday) on which daiges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such week. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each day of the week and then dividing this sum by the number of days the tests were reported. This limitation is identified as "Weekly Average" in Part I of the permit. c. The "maximum daily discharge" is tse total rnass (weight) ofa ,pol1utant discharged during a calendar day. If only one supple is taken during any calendar day the °eight of pollutant calculated from it is the "maximum daily discharge." This Iimitatiort is identtfied as "Daily Maximum," in Part I of the permit. The. "average annual discharge" is define and/or rnewured during the calendar _. rr,ea.ured, di+ idcd by the number of dal he total rn nwhich da axges sam year. It is, therefore, an arithmetic mean found by adding t each day of the year and then dividing this sum by the number of days rep pried. This limitation is defined as "Annual Average" in Part i of the perms f all daily discharges sampled discharges are sampled and and!or rnea<ured during such weights of pollutants found is were a. The "average monthly concentration.other Chart for fecal coliform bacteria, is the sum of she concentrations of all daily discharges sampled and/or measured during a ceendu month on which daily dischuges are sampled and measured, divided by the number of daily discharges sampled an a /or measured during such month (arithmetic mean of the daily concentration values). The duly concentration value is equal to the concemte on of a composite simple or in the cue of grab samples is the arithmetic an (weighted by flow value) of all the samples collected di r ng that calendar day. The average monthly count for fecal coliforrn bacteria is the geometric mean of the counts for samples collected during a calendar month. This limitation is identified as "Monthly Average" under "Ocher Limits" in Part I of the permit. b. The "average weekly concentration." other than for fecal coliform bacteria, is the cum ofthe • concentrations of all daily discharges sampled and/or measured during a calendar week (Sunday/Saturday) on which daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such week (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the cue of Fab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average weekly count for fecal coliform bacteria is the geometric mean of the counts for sarrtpples collected during a calendar eek. This limitation is identified as "Weekly Average" under "Other Limits" in Part I of the permit. c. The 'muirnurn daily concentration" is the concentration of a pollutant discharge during a lender day. If only one sample is taken during any calendar day the concentration of ant calculated from it is the "Maximum Daily Concentration". It is identified as • `Lily Ala.ximum" under "Chher Limiu" in Put I of the permit d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar yea: on uhich daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such year (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the cue of grab samples is the arithmetic mean Cu eighted by flow value) of all the samples collected during that calendar day . The average yearly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar year. This limitation is identified as "Annual Average" under "Other Limits' in Fart I of the permit. e. The 'daily average concentration' (for dissolved oxygen) is the minirnum all .able amount of dissol' ed oxy gen required to be available in the effluent prior to discharge averaged o� er a calendar day. If only one dissolved oxygen sample is taken over a calendar day. the sample is considered to be the daily average concentration for the discharge. It is identified as "daily a•crnge" in the text of Pan .L f. The "qua.rerly average concentration" is the average of all samples taken over a calendar quaver. It is identified as 'Quarterly Average Limitation" in the text of Pan I ofthe permit. • g. A calendar quarter is defined as one of the follou.ing distinct periods. lama through March, Aril through Tune, July through September, and October through Oeccrtir. 7. Other Met°.rerr erju a. Flow. (MOD): The flow limit expressed in this permit i averaged monthly. It is determined as the arithmetic mein of during the calendar month.. b. An "instantaneous flow rneasureme when both the sample and flow will c. A "continuous flow measurement R_ occurs continually without interruption throughout the Operating hours ofthe act sty. shall be monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance acurvi tea on the flow device. a. Co Sample: (1) a series of grab urn discharge and combine individual sample collect; a series of grab samples o intervals between samples sampling oint. Flow peas use of a flow recorder and total___., collection fixed at no greater than 1/24 of the expected total daily flow at the treatment system. or (3) a single, continuous sample collected over a 24 hour period proportional to the rate of now. 4 hours average flow, tat daily flows recorded is a meuure of flow taken at the time o representative of the total discharge. sampling. measure of discharge flow from the facility which f i1• ., rite sample shall consist of: llected at equal time inten'als over is 24 hour period of portional to the rate of flow measured at the time of olume collected over a 24 hour period with the time mined by, a preset number of gallons passing the nt beta ten sample intervals shall be determined by and the present gallon interval between sample In ac cordance with (1) above, the time interval between influent grab samples shall be no greater than once per hour, and tlae tune interval between effluent grab samples shall be no greater than once per hour except at w astewater treatment systems having a detention time of ,greater than 24 hours. In such cases, effluent grab samples may be collected at time inter ass evenly spaced over the 24 hour period which are equal in number of hours to the detention time of the systern in number of days. However, in no case may the time interval betty een effluent grab samples be greater than six (6) hours nor the number of samples less than four (4) during a 24 hour sampling period. b. Grab Sample: Grab samples are individual samples collected over a period oft me not exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be re;resentati'e of the discharge or the receiving waters. vlaticn of Means a Arithmetic Mean: The arit individual values divided by° mean or ber o� b. Geometric Mean: The eometric mean o the individual values ere N is teal to mean is a ui' /lent to the antilogofthe arit aloes, Forurposes of calculating the geo co_r si :red to to one (1). of va?ttes is the Nth root of the ber of individual values. The mean of the logarithms of the is mean, values of zero (0 of the duct of ric uai shall be c. Weighted by con:enttation ow Value: '1 4ihted by flow value Means the su its respective A calendar day is defined as the day. However. for purposes of represents the calendar day may be A lunar Section 3 v.. divided by the summation of the res, of one day} to cutive 24-hou it midn period substance means any substance designated under 4p CFR Part 1 the Clean Water Act 12. Texic Pollutant; A toxic pollutant is arty° pollutant listed as to under Section 307(0) of CO\' YTT10N1 The permittee must comply with all conditions of this permit. Any perrrtit noncompliance constitutes a violation of the Clean Water Act and is ITounds for enforcement action; for permit tcrminition, ;e ocation and reissuance, or modification; or denial of a permit renewal a� 1i:ation. a. The permit tee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under section 405(d) of the Clean Water Act within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been modified to into rorate the requirement b. The Clean Water Act provides that any rson who violates a eermit condition is subject to a civil penalty° not to exceed 525,00 per day for each violation. Any person who negligently violates any permit condition is subject to criminal penalties of 52,500 to 525,000 er day of violation, or imprisonment for not more than 1 ear, or both. An person w o knowingly violates permit conditionsisois subject to cnrnina penalties of 55, 00 to 550,000 per day of violation, or imprnment for not more than 3 years, or both. Also. any person who violates a permit condition may be assessed an administrative penal not to exceed S10,000 per violation with the maximum amount not to exceed 5125,000. Ref: Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41(a)] c. Under state law, a civil penalty of not more than ten thousand dollars (S10,000) per violation may be assessed against any person who violates or fails to act in accordance v.ith the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes { 143.215.6A) d. Any person ma , be assessed an adnvn3strativ'e�enalty by the Administrator for violating section 301, 3 2, 306, 307. 308, 318, or 40 of the Act, or any permit condition or limitation in-,pl'ementing any of such sections in a permit issued under section 402 of the Act. Administrati'e penalties for Class 1 violations are not to exceed SI0,600 per violation. ugh the rr,axirnu.nt of any Class 1 penalty assessed not to exceed S25,000. rage 3o 14 Penalties for Cl which the violatio exceed SI25.000. Put+ to Mitigate The perntirtee shall or disposal in violation o human health or the envirortten a ontinues, of to etteeedy IO,000 per day for each day during urn amount of any Class 11 penalty not to able steps to prevent any discharg emit which has a reasonable likelihood of adve sludge use y affecting civil a., C'ri.-�, Liilit► Except as provided in permit conditions on "8 prising, l `4n 11, C-4 and "Power Failures'" (Part 1I. C-7), nothing in this permit shall be construed to relieve the errninee from any responsibilities, liabilities, or penalties for noncompliance pursuant to N GS 143 3�14 215.6 or Section 309 of the Federal Act, 33 L2SC 1319. Furthermore, the p e is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 4. Oil a <othir.g the perrnee be subject to Furthermore, though the res us Sulnstance Liat;iljtY shall be construed to preclude the astitttion of any legal a _.y responsibilities, liabilities. or penalties to which the per= NCGS 143.215.75 et seq. or Section 311 ofthe Federal. Act, 3 r.rminee is responsible for consequential damagges, such as fis sibilitti for effective compliance may be tcmporanly suspended. pro; e R i,',t The issuance of this t does not convey any property rights in either real or personal rroper). or a.r exclusive privileges, nor does it authorize any injury to private properly or any. lrty .sign of personal rights, nor an infringement of Federal, State or local laws or regulations. cr ©ffshcre Csnstruciin This permit does not authorize or app structures or facilities or the undenakin. 7. Severe.iliry The provisions of this ; application of any provisr of such provision to other thereby. The informal for rn with this reque;t, c mit ar of this rcumst • onshore or offshore physical n• nas°ieable waters. severable, and if any provision of this permit, or the errru to any circumstances, is head invalid, the application ces, and the remainder of this permit, shall not be affected urrrish fo the Permit Issuing Authority, within a reasonable time, any he Permit Issuing Authority, may request to determine whether cause exists eking and reissuing, or terminating this permit or to determine compliance The permittee shall also furnish to the Permit Issuing Authority upon ofrecords required to be kept by this permit continue an a ply for iration due 30. ELpiratin of Perim The permittee is not authorized to discharge after the ex iration date. order to receive automatic authorization to discharge beyond the expiration date, the information, forms, and fee: as are required by the agency pemuttee shall submit such authorized to issue permits no later than 180 days prior to the expiration date. Any perminee that has not requested renewal at least 180 days prior to expiration. or any permitter that does not have a permit after the ex ,irstion and has not requested renewal at least 180 days prior to expiration, will subject the perrrynte to enforcement procedures as provided in NCGS 143.215.6 and 33 USC 1251 et. seq. 1I. Sigrtatozv Re irements All applications, reports. or signed and certified. a. All permit applications shall be signed as follows: (1) For a corporation: by s responsible corporate officer. For the purpose of this Section, a responsible corporate ofi`tcer means: (a) a president, secretary, rersurer or vice president of the corporation in charge of a principal business function, or arty other person %A h a performs similar policy or decision making functions for the corporation. or (b) the manager of one or more manufacturing production or operatir,g facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 rstallion (in second quarter 19S0 dollus), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For partnership or sole proprietorship: by a general partner or the proprietor, respecti%ely; or (3) For a municipality, State, Federal. or other public agency: by either a principal executive officer or ranking elected official. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described above or bya duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in venting by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of esuivalent responsibility or an individual or position having overall responsibility for ens ironrnentall matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The v. ritten authorization is submined to the Permit Issuing Authority. bmatted to the Permit Issuing Authority shall be c. Certi shall make 1 certify, under penalry of law, that thxis document and an artachrnenu were prepared under my direction or supesisiots iti accordance with a system designed to assure that qualified personnel properly gather acid evaluate the tion submitted. Based on my inquiry of the person or persons who rnartagge the system, or those persons directly responsible for gathenng the information, the information submitted is, to the best of my knowledge and Iselief, true, accurate, and complete. I asn aware that there are significant penalties for submitting false information, Including the possibility of fines and imprisonment for knowing tivolations ?mit Action This permit may be modified, revoked and reissued, or terminated for request by the perrnittee for a permit modification, revocation and reissuance, or a notification of planned changes or anticipated noncompliance does not stay an condition. a document under b. o The issuance of this penult does not prohibit the permit issuing authority from reopening and modifying the permit, revoking and reissuing the permit. or terrrunating t se errrtit as a/log.°ed brules, and regulations contained in Title 40, Code of Feder Title 15A of the North Carolina Administrative Code, Subchapter 2H .0 /; and na Genera/ Statute 143.215.1 et. it Pra t u� Perm t$ All preiousNational Pollutant Discharge Elimination System Permits issued to this facility, whether for operation or discharg e. are hereby revoked by issuance of this permit. [The etclushe authority to operate this facility arises under this permit. The authority to operate the facility under previously• issued permits bearing this number is no longer effective. ] The conditions, requirements, terms, and provisions of this permit authorizing discharge under the National Pollutant Discharge Elimination System govern discharges from this facility. I. Cr'nifse Operator, Pursua. t to Chapter 90.E-44 of 'off Caolina. General Statutes, and upon classification of the facility by the Certification Commission, the permittee shall employ a certified wastewater treatment plant operator in responsible charge (©RC) of the wastewater treatment facilities. Such operator must hold a certification of the grade equivalent to or greater than the classification assigned to the wastewater treatment facilities by the Certification Commisdon. The permiree must also employ a certified back-up operator of the appropriate type and any grade to comply with the conditions of Title 1 SA, Chapter SA .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays, and must properly manage and document daily operation and maintenance of the facility and must comply with all other conditions of Title /5A, Chapter SA.0202. Once the facility is classified, the. ermittee shall submit a letter to the Certification Commission which designates the operator in responsi"le charge within thirty days afser the wastewater treatment facilities are 5051 complete. The perrninee shall at all times properly operate and maintain all facilities and systems of treatment rid control (and related appurtenances) which are installed or used hY the Perrnicee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a perrninee only when the operation is necessary to achieve compliance with the conditions of the perrtait. 3, yeee to Halt Qr ReeVra not a,Defenst It shall not be s defense for a perrninee in an enforcement action that it would have been necessary to halt or reduce the perrnined activity in order to maintain compliance with the condition of this permit. 4. a. Definitions 0) -Bypass fazility inc u operating mod known diversion of waste streams from any portion of a tzeatment collection system. which is not a designed or established or Severe property damage means substantial physical damage to property. damn o he treatment facilities which causes them to become inoperable, or substantialiubstantiai and .,,,anent loss of natural resources which can reasonably be expected to occur ill the rice of a b; pass. Severe properly damage does not mean economic loss caused by Iay s in production. b. Bypass not exceeding limitations. The permittee rnav allow any bypass to occur which does not cause effluent limitations to be e‘ceeded, but only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the provisions of Paragraphs c. and d. of this section. c. Notice (1) Anticipated bypass. If the perrfltee knows in advance of the need for a bypass. it shall submit prior notice, if possible at least ten days before the date of the bypass; including an r.aluation of the anticipated quality and affect of the bypass. Unanticipated bypass. The permittee. shall submit notice of an unanticipated bypass as required ir Part II, E. 6. of this permit. (24 hour notice). d. Prohibition of Bypass (1) Eypass is prohibited and the Permit Issuing Authority may t against a perrainee for bypass, unless: (A) 9pass was unavoidable to prevent loss of life, personal injury or severe property darnase; (3) There were no feasible alternatives to the bypass, such ef auxfliary treament r3e;i;ties, retention of untreated wastes or maintenince'ldurin ent action !m!S periods of equipment downtime. This condition is not sausfted if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment dov► nurne or preventive rtsaintuunce; and (C) The permgtet submitted notices as required tinder Paragraph c• of this section. (2t The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse affects, if the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph d. (1) of this section. "t,'pset "means an exceptional incident in which there is unintentional and temporary noncompliance with technology based permit effluent limitations because of actors beyond the reasonable control of the perminee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operauon. b. Effect of an upset. An upset constitutes an affirmative defense to an action brought for noncompliance such technology based peuent limitations lithe requirements ofparagraph c. o condition are met. No determination made during administrative repof claims noncompliance was caused by, upset, re�iebefore an action for noncompliance, is final a,�rninistrAtive action subject to judicial c. Conditions necessary for a demonstration of upset.. A Fermitue who u isede'to conumblish the or contemporaneous operating xcdefense �s eor otheupset s elevsuhia through properly signed, p t 111 An upset occurred and that the perrnirtee can identify the cause(s) of the upset; (? 1 T1he pe*rnittee facility war at the time being properly operated; and submitted notice of the upset as required in Part II, E. 6. (b) ( (3) The pea permit. (4) The perrnSttee complied w permit. Burden of proof. enforcement procee�dir burden of proof. btt3nces dial measures required under Part II, B. 2. eking to establish the occurrence of an upset Sulids. sludges, filter backwash, or other pollutants r control of east-3ters shall be utilized/disposed of in a a rranner such a to prey ent any pollutant from sup *� or nahe United Stains. The permit n the course of treatment or with NCOS 143•215.1 and art ntering waters of the State yr with all existing federal rninz the disposal of sewage stud d by the Perrrtit Issuing Authority odtfed, or revoked and reissued, to in . The perrrirtee shall comp! • with applic posal of Sewage Sludge (wren prornulg even if the permit is not modified to theory orate t the Permit Issuin4 Authority of and• significant chin. ulgstion of 40 C'FR Part oWdisposal of sludge may be tlicable requirements at 40 Pact 503 Standards in -, the time provided requirement.or tare e in sts sludge disposal The permee is responsible for maintaining adequate safeguards as requited by DEM Regulation, Title 13A, North Carolina Administrative Code. Subchapter 2H, .0124 Reliability. t©prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources. standby generators or retention of inadequately treated effluent. 5ECT1QN MO,\TORING. ANDR1*CQRpS 1 Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Samples collected at a frequency less than daily shall be taken on a da) and time that is characteristic of the discharge over the entire period a hjch the sample represents: All samples shall be taken at the monitoring points speciied in this permit and, unless otherwise specified, before the effluent joins or is diluted by any other a actestream, body of water, or substance. Monitoring shall not be changed without notification to &' the approval of the Permit Issuing ty 2 Re; r*1!4; The first cite of a ne Duplicate si fol owing a to ensure t that t� deti 1a;30;1 obtained during the pre us month(s) sh onthly Discharge Monitoring Report (D. approved by the Director, DEM. post completed reporting period. is due on the last day of the month foil 'lily, on the last day of the month fol opies of these, and all other reports reui nu suarized for each month Form (DEM No. MR 1.11.2. asked no later than the 30th day e issuance of the permit or in the he commencement of discharge. herein, shall be submitted to the °salon (Environmental Management Water Quality Section ATTENTION: Central Files • Post Office Box 29335 gh, North Carolina 27626-0535 srare;rtrtt devices and methods consistent with secepied scientific d to ensure the accuracy and reliability of ments of The devices shall be installed, calibrated' and" maintained asurerrents are consistent with the accepted capability of ,.,,..d shall be capable of rneasuring flows voth a maximum n + 1(? from the true disc:I:sge rates throughout the range of expected discharge volumes. once -through condenser cooling water paw• MrJtcr,s legs, or pump hour meters as specified in Put 1 of this permit surd based on the manufacturer's pump curves shall not be subject to this requirement 4. Tett Proce?turet Test procedures for the analysis of pollutants shall conform to the EMC regalati+ons published pursuant to ?CGS 143.215.63 et. seq, the Water and Air Quality Reporttn Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act. as Amended, and Regulation 40 CFR 136; or in the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been spe.•-ified in this permit To meet the intent of the monitoring required by this permit, all tes minimum detection and reporting levels that are belowthe perrni all data generated must be reported down to the rninimum detection or the procedure. If no approved methods are determined capable of ac detection and reponing levels below permit discharge requirements, then (method with the lowest possible detection and reporting level) approved m s must produce uirements and of ing-levei of ng minimum ast sensitive use be used. Penalties te- TL perir g The Clean Water Mt provides that any person who falsifies, tampers with, or know •irt,g 1y renders inaccurate, any monitoring device or method required to be maintained under this permit shall. upon conviction, be punished by a fine of not more than S10,040 per tiiolation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this paragraph. punishment is a fine of not mare than 52.0,000 per day of violation. or byimprisonment of not more than 4 ;e WS, ar both. Fe c'r Retention Except for records of monitoring information required b; this per rrit related to the pe see, age sludge use and disposal activities, ll be retained for a parsed of at least learn (or longer as required by 40 CFR 5(} ), the permittee shall retain records of all monitoring inforrnstion, including all calibration and maintenance records artd all original strip chart recordings for continuous monitoring instrumentation, copies of all rapt r"ts required by this permit, for a period of at least 3 years from the date of the sample, rneasurernent, report or application. Thus period may be extended by request of the Director at any time. ecord: g Resu1i For each measurement or s perrnittee shall record the foIlowin a. The date. exact place, and time ofsampiing or me uren°tents; b. The individ al(s) who performed the sampling or measurements; c. The date(s) analyses were performed; d. The indi%idua,?(s) who performed the analyses; e. The a.naJytical techniques or methods used; and f. The results of such analyses. ant to the requirements of this permit, the The permitteeshall allow the Director, or an authorized representativencluding an authorized contractor *curl IS a representative of the Director), upon the presentation of credenuals and other documents as may be required by law. to; a. Enter upon the perrninee's premises where a regulated facili conducted, or where records must be kept under the conditions o icy b located DT *t; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit; C. Inspect at reasonable times any facilities, equipment (including monitoring and comrol equipment), practices, or operations regulated or required under this permit; and d. Sample or monitor at reasonable times, for the purposes of usuring permit compliance or as other' ise authorized by the Clean 'Water Act, any substances or parameters at any location. E RIPORTNO REQUITIE 7S chz.^virDischegt diicharges authorized herein shall be consistent with the terms and conditions of this it. The discharge of any pcillutant identified in this permit more frequently than or at a in excess of that authorized shall constitute II violation of the permit. PLanned The perrnittee shall give notice to the Director as soon as possible or any planned phsiai alterations or additions to the permitted facility. Notice is required only when: a. The alteration or addition to a permined facility nay meet one of the criteria for determining whether a facility is a new source in 40 CFR tail 122.29 (b); or b. The alteration or addition could significantly change the nature or increase the quantity of pollutants dischrged. This notification applies to pollutants whch are subject neither to effluent lirnititiON in the permit, nor to notification requirements under 40 CFR Pa:1122.42 (a) (1). c, The alteration or addition results in a significant change in the permittee disposal practices, and such alternation, addition or change may justify the a permit conditions that are different from. or absent in the existing permit notification of additional use or disposal sites not reported during the permit process or not reported pursuant to ari apprcAed land application plus. give advance notice to the Director of any planned changes in the permitted 'vity which may result in noncompliance with permit requirements. 4. LIZSI:11 This permit is not transferable to any person except after notice to the Director. The Director may require modification or revocation and rtissuarice of the perminee and incorporate such other requirements as may be necessary wider the Clean Water A. cnitoring Reporta • Monitoring results shall be reported at the intervals specified elsewhere in this Perim a. Monitoring results must be reported on a Discharge Monitoring Report (DNS) (See Par U. D. 2 of this permit) or forms provided by the Director for reporting results of monitoring of sludge use or disposal prartices. b. If the permittee monitors any pollutant more fre,3uently than required by the permit. using lest procedures specified in Part II. D. 4. of this permit; in the case of sludge use or disposal, approved under 40 CFR 503, or as specified in this permit, the results of this monitoring shall be included in the calculation and reporting Qf the data submitted in the D.MR, c. Calculations for all limitations which require veraging of measurements shall utilize an arithmetic mean unless otherw Ise specifiedby the Director in the permit. 6, Tuentr.feur HOL/7 Reporting a. The permittee shall report to the central office or the appropriate regoraJ offce any noncompliance which rnav endanger health or the environment. Any inforiauon sh11 be provided orally within i4 hours from the time the permittee became aware of the cir:urnstanc,es. A written submission shall also be provided within 5 days of the time the permitter becomes aware of the circumstances. The written submission shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exa:t dates and times, and if the noncompliance has no been corrected, the anticipated time it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. b. The following shall be included as information which must be reported within 24 hours under this paragraph: (1) Any unanticipated bypass which exceeds any effluent limitation in the permit. (2) Any upset which exceeds any effluent limitation in the permit. (3) Violation of a maximum daily discharge limitation for arty of the pollutants listed by the Director in the permit to be reported within 24 hours. c. The Director may waive the written report on a case•by-case basis for reports under paragraph b, abo.e of this condition lithe oral report has been received within 24 hours. 7. Piller Noncomnliance The perrnIree shall reporfall instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at the time monitoring reports are submitted. The reports shall contain the information listed in Pan 11. E. 6. of this permit. a the permittee on, or subrrtit r, it shall prom Names aware that tit failed to subrrsit at~y seler'ant t~acts to a pet incorrect information in a permit application ar ins any report to submit such facts cc information. 9. r'rc ;_lia.' a N'otific The permittee shall report by telephone to either the central ofilce or the appropriate regional office of the Division as soon as possible, but ins no case bore than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence day of the following: a. Any occurrence at the water pollution control facility Which results tin the discharge of significant amounts of wastes which are abnormal in quantity or chat acteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility in:apable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such stationorfacility.. Persons rep:�tin, such occurrences by telephone shall also file a written treport in letter form wit tin 5 days lollo�' ing first knowledge of the occurrence. 10. Av T'o Re, ores Except for data determined to be confidential under NCOS I43.215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be r a fable for public inspection at the offices of the Division of Environmental Management. As required by the Act, effluent data shall not be considered confidential. 'Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143•215.1(b)(2) or in Section 309 of the Federal Act. l 1. penalties fc[Fjsifi4ston of Reuss The Clean Water Act rovides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than S10,000 per violation, or by imprisonment for not more than two years per violation, or by both. PART III OTHER REQUIREMENTS A. Construction No construction of wastewater treatment facilities or additions to add to the plant's treatment capacity or to change the type of process utilized at the treatment plant shall be begun until Final Plans and Specifications have been submitted to the Division of Environmental Management and ',written approval and Authorization to Construct has been issued. B. Groundwater Monitoring The permittee shall, upon written notice from the Director of the Division of Environmental Management, conduct groundwater monitoring as may be required to determine the compliance of this NPDES permitted facility with the current groundwater standards. C. h hares of The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe: a.That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels"; (1) One hundred micrograms per liter (100 ug/1); (2)Two hundred micrograms per liter (200 ug/1) for acrolein and ac-ylonitrile; five hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methy1-4.6- clinitrophenol; and one milligram per liter (1 mg/1) for antimony; (3) Five (5) times the maximum concentration value reported for that pollutant in the permit application. b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels"; (1) Five hundred micrograms per liter (500 ug/1); (2) One milligram per liter (1 mg/1) for antimony; (3) Ten (10) times the maximum concentration value reported for that pollutant in the permit application. D. Requirement to Continually Evaluate Alteriativ0.10 WiSiewater pischargea The permittee shall continually evaluate all wastewater disposal alternatives and pursue the most environmentally sound alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms and conditions of the NPDES permit or governing rules, regulations or laws, the permittee shall submit a report in such form and detail as required by the Division evaluating these alternatives and a plan of action within sixty (60) days of notification by the Division. Permit No. 2 259 E. The facility discharges into a streamwith 7Q10/30Q2.0 cfs. Removal of discharge is recommended if a more environmentally sound alternative is available at an economically as lc cost. An eriginee g report evaluating alternatives to discharge is due 180 days prior to expiration along with the permit renewal applicatao . As part of the report, the cost of constmeting a ;:mient plant at the discharge point to t limits of 5 tri BOD5, N, 6.0 mg11* , and 17.0 ugd chlorine should also be inclur a if there @ "no feasible alternatives to a surface discharge. Upon r"e of the results of the engineering report, the Division s the right to ~ • and modify this NPDESit to removal of the discharge or torevise the permit .s • a s ed* uled A. revoke T MPL1ANCE MO PART P ust Pad' the hal stenng and oomph r king billed by the L i it o. Fail= to pay th 1 .01 5 ( may cause this Division to tx State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 ., Governor Carl Daniel, Adm. P 0 Box 240705 Charlotte, NC 282. Dear Mr. Daniel : or NA, ,ry 29, 1993 ',i$ AN rvFL,OPM,mrNT 1993 Jonathan B. Howes, Secretary Subject: Permit No. NC0025259 Lamplighter village East Sub. Mecklenburg County In accordance with your application for discharge permit received on March 30, 1992, we are forwarding herewith the subject state - NPDES 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 US Environmental Protection agency dated December 6, 1983. 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, Post Office Drawer 27447, Raleigh, North Carolina 27611 -7447. Unless such demand is made, this decision shall be final and binding. Please take notice this permit is not transferable. Part II, E.4. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Mr. Mack Wiggins at telephone number 919/733-5083. cc: Mr. Jinn Patrick, EPA Ile Regional Office P.O Box2 Sincerely, Original Signed By Coleen N. Sullins A. Preston. Howard, Jr. Acting Director Pollution Prevention Pays 5, Raleigh, North Carolina 27626-0535 Telephone 919-733-70115 An Equal Opportunity Affirmative Action Employer Permit No. NC[1025259 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT PERMIT TO DISCHARGE WASTEWATER t BIDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTE. In compliance with the provision 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, Carolina Water Service, Inc. of N.C. is hereby authorized to discharge wastewater from a facility located at Lamplighter Village East Subdivision on Bondhaven drive north of Wilgrove Mecklenburg County to receiving waters designated as an unnamed tributary to McKee Creek in the Yadkin -Pee Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective March 1, 1993 This permit and the authorization to discharge shall expire at midnight on September 30, 1994 Signed this day January 29, 1993 original Signed By Coleen H. Sullins A. Preston Howard, Jr., Acting Director Division of Environmental Management By Authority of the Environmental Management Commission is hereby autho SPPI TO PE1.. Permit No. N+ olina Water Service, Inc. o N.C. 1 a Continue to oixrate an existing .0 0 MOD package ntact stabs plant consisting of a bar screen, primarycl. ier, prim aeration basin, aerobic sludge di est r,mixedmedia pressure filter, filter backwash holding contact ch tier and continuous flow recorder located at pli hter Village on Bondhaven drive, 11 of Wilgrove, Mecklenburg County Part 111 and 25259 ater treatment ation basin, chlorine East Subdivision., of this Permit), 2 Discharge from said treatmentworksat the location specified on the attached map into an unnamed tributary to cK k which is classified Class C waters in the Y.. n-P ee River Basin. A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (Apnl 1 - October 31) Permit No. NC0025259 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: Ef iuent Chars lc Discharge Monthly Avg Flow 0.070 IVGD BOD, 5 day, 20°C 18.0 mg/I Total Suspended Residue 30.0 :m g / I_ NH3asN 12.0 mg/I Dissolved Oxygen" Fecal Coiiform (geometric mean) 200.0 /100 ml Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity * Sample locations: E - Effluent* I- Influen point. n�rerNant Monitorina Measurement Weekly Avg. Daily Max Frequency Continuous 27.0 mg/I 2/Month 45,0 mg/I 2/Month 2/Month Weekly 400.0 /100 ml 2/Month Daily Weekly Quarterly Quarterly Weekly Requlr►rnents Sample Imps Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab 'Sample Location I or E E E E E, U, D E,U,D E E, U, D E E U, D U - Upstream 100 feet above the discharge point, D - Downstream 300 feet below the discharge ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monito sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. n the effluent by grab A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0025259 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Charecterletic Discharge Limitati ',tenthly Avg Flow 0.070 MGD BOD, 5 day, 20°C 30.0 mg/I Total Suspended Residue 30.0 mg/I NH3 as N Dissolved Oxygen** Fecal Coliform (geometric mean) 200.0 /100 ml Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity not. ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. Weekly Avg. Deily _Max Monitoring Meesurernent Erequency Continuous 45.0 mg/I 2/Month 45,0 mg/I 2/Month 2/Mon th Weekly 400,0 /100 mi 2/Month Daily Weekly Quarterly Quarterly Weekly Requiremenls Sample LY.122 Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab *Sample Location I or E E E E E, U, D E,U,D E E, U, D E E U, * Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet above the discharge point, D - Downstream 300 feet below the discharge in ion B. Schgelule of Compliance PART The permittee shall comply with Final accordance with the following le: Permittee shall comply with Final Effluent l ifibelow. Ef Lim ttions s ci ed fordischarges in is by the effective date of the it less .. Perrnittee shall at all times provide the operation d mainten ce necessary to operate the existing facilities at optimum cienc . No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance, In the latter case, the notice shall include the cause of noncompliance, any rem ,s al actions taken, and the probability of meeting the next schedule requirements, Part II Page 1 of 14 PART II STANDARD C NDTTIONS FOR N 'DES PEP MITS SECTION A. DEFINITIONS I. Permit Issuing Authority The Director of the Division of Envircrtttnental �agement 2. PEM or Division Means the Division of Environmental Management, Department of Environment, Health and Natural Resources. 3 EMLC Used herein means the North Carolina Environmental Management Commission. 4. Act or "the Act" The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq. 5. Mass/Day Meanuernests a. The "monthly average discharge" is defined as the total mass of all daily discharges sampled and/or measured during a calendar month on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such month. It is therefore, an arithmetic mean found by adding the weights of the pollutant found each day of the month and then dividing this sum by the number of days the tests were reported. The limitation is identified as "Monthly Average" in Part I of the permit. b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled and/or measured during the calendar week (Sunday - Saturday) on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such week. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each day of the week and then dividing this sum by the number of days the tests were reported. This limitation is identified as "Weekly Average" in Part I of the permit. c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a calendar day. If only one sample is taken during any calendar day the weight of pollutant calculated from it is the "maximum daily discharge." This limitation is identified as "Daily Maximum," in Part I of the permit. d. The "average annual discharge" is defined as the total mass of all daily discharges sampled and/or measured during the calendar year on which daily discharges are sampled and. measured, divided by the number of daily discharges sampled and/or measured during such year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each day of the year and then dividing this sum by the number of days the tests were reported. This limitation is defined as "Annual Average" in Part I of the permit.. Part II Page 2 of 14 6. Concentration Measurement a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar month on which daily discharges are sampled and measured, divided by the number of daily discharges sampled and/or measured during such month (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average monthly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar month. This limitation is identified as "Monthly Average" under "Other Limits" in Part I of the permit. b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar week (Sunday/Saturday) on which daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such week (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day. The average weekly count for fecal coliform bacteria is the geometric mean of the counts for samples collected during a calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in Part I of the permit. c. The "maximum daily concentration" is the concentration of a pollutant discharge during a calendar day. If only one sample is taken during any calendar day the concentration of pollutant calculated from it is the "Maximum Daily Concentration". It is identified as "Daily Maximum" under "Other Limits" in Part I of the permit. d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the concentrations of all daily discharges sampled and/or measured during a calendar year on which daily discharges are sampled and measured divided by the number of daily discharges sampled and/or measured during such year (arithmetic mean of the daily concentration values). The daily concentration value is equal to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples collected during that calendar day . The average yearly count for fecal coliforrn bacteria is the geometric mean of the counts for samples collected during a calendar year. This limitation is identified as "Annual Average" under "Other Limits" in Part I of the permit. e. The "'daily average concentration" (for dissolved oxygen) is the minimum allowable amount of dissolved oxygen required to be available in the effluent prior to discharge averaged over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the sample is considered to be the "daily average concentration" for the discharge. It is identified as "daily average" in the text of Part I. f. The "quarterly average concentration" is the average of all samples taken over a calendar quarter. It is identified as "Quarterly Average Limitation" in the text of Part. I of the permit. g. A calendar quarter is defined as one of the following distinct periods: January through March, April through June, July through September, and October through December. Part II Page 3 of 14 7. Other Measurements a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded during the calendar month. b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total discharge. c. A "continuous flow measurement" is a measure of discharge flow from the facility which occurs continually without interruption throughout the operating hours of the facility. Flow shall be monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance activities on the flow device. 8. Types ©f,Sanaples a. Composite Sample: A composite sample shall consist of: (1) a series of grab samples collected at equal time intervals over a 24 hour period of discharge and combined proportional to the rate of flow measured at the time of individual sample collection, or (2) a series of grab samples of equal volume collected over a 24 hour period with the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the present gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at the treatment system, or (3) a single, continuous sample collected over a 24 hour period proportional to the rate of flow. In accordance with (1) above, the time interval between influent grab samples shall be no greater than once per hour, and the time interval between effluent grab samples shall be no greater than once per hour except at wastewater treatment systems having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at time intervals evenly spaced over the 24 hour period which are equal in number of hours to the detention time of the system in number of days. However, in no case may the time interval between effluent grab samples be greater than six (6) hours nor the number of samples less than four (4) during a 24 hour sampling period. b. Grab Sample: Grab samples are individual samples collected over a period of time not exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be representative of the discharge or the receiving waters. 9. Calculation of Meana a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided by the number of individual values. b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual values where N is equal to the number of individual values. The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one (1). Part II Page 4 of 14 c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration times its respective flow divided by the summation of the respective flows. 10. Calendar Day A calendar day is defined as the period from midnight of one day until midnight of the next day. However, for purposes of this permit, any consecutive 24-hour period that reasonably represents the calendar day may be used for sampling. 11. Hazardous Substance A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 12. Toxic Pollutant A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act SECTION B. GENERAL CQNDMONS 1. Puty to Comp y The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit terrnination, revocation and reissuance, or modification; or denial of a permit renewal application. a. The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under section 405(d) of the Clean Water Act within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the requirement. b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil penalty not to exceed $25,000 per day for each violation. Any person who negligently violates any permit condition is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any person who knowingly violates permit conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also, any person who violates a permit condition may be assessed an administrative penalty not to exceed $10,000 per violation with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)] c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per violation may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes § 143-215.6A] d. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act. Administrative penalties for Class 1 violations are not to exceed $10,000 per violation, with the maximum amount of any Class 1 penalty assessed not to exceed $25,000. Part II Page 5 of 14 Penalties for Class II violations arc not to exceed $10,000 per day for each day during which the violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. 2. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. • Civii and.crirninal Liability Except as provided in permit conditions on "Bypassing" (Part II, C-4) and "Power Failures" (Part II, C-7), nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143- 215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 4. Dii and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the pen'nittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 5. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. 6. Onshore or Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 7. SeYerabilitY The provisions of this permit arc severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby. Duty to Provide Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this permit. Part 11 Page 6 of 14 9. Duty to Reapply If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the permittee must apply for and obtain a new permit. 10. rapiration of Permit The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject the permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq. 11. Signatory Reguirements All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified. a. All permit applications shall be signed as follows: (I) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official. b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority. Part II Page 7 of 14 c. Certification . Any person signing a document under paragraphs a. or b. of this section shall make 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 submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false infonnation, including the possibility of fines and imprisonment for knowing violations." 12. Permit larigas This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any permit condition. 13. Permit Modification. Revocation and Reissuance. or Termination The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et al. 14. Previo.us Permits All previous National Pollutant Discharge Elimination System Permits issued to this facility, whether for operation or discharge, are hereby revoked by issuance of this permit. [The exclusive authority to operate this facility arises under this permit The authority to operate the facility under previously issued permits bearing this number is no longer effective. 1 The conditions, requirements, terms, and provisions of this permit authorizing discharge under the National Pollutant Discharge Elimination System govern discharges from this facility. SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS. 1. Certified Operator Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the facility by the Certification Commission, the permittee shall employ a certified wastewater treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities. Such operator must hold a certification of the grade equivalent to or greater than the classification assigned to the wastewater treatment facilities by the Certification Commission. The permittee must also employ a certified back-up operator of the appropriate type and any grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class II, HI, and IV facility at least daily, excluding weekends and holidays, and must properly manage and document daily operation and maintenance of the facility and must comply with all other conditions of Title 15A, Chapter 8A _0202. Once the facility is classified, the permittee shall submit a letter to the Certification Commission which designates the operator in responsible charge within thirty days after the wastewater treatment facilities are 50% complete. Part II Page 8 of 14 ort and Main ce The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit, Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of the permit. 3. Need to Halt or Reduce not a Defense It shall not be a defense for a pernnittee in an enforcement action necessary to halt or reduce the permitted activity in order to maint condition of this permit. 4, Bypassing of Treatment Facilities a. Definitions zt would have been compliance with the (1) "Bypass" means the known diversion of waste streams from any portion of a treatment facility including the collection system, which is not a designed or established or operating mode for the facility. (2) "Severe property damage" means substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass, Severe property damage does not mean economic loss caused by delays in production. b. Bypass not exceeding limitations. The permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the provisions of Paragraphs c. and d. of this section. c. Notice (1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and affect of the bypass. (2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as required in Part II, E. b. of this permit. (24 hour notice). d. Prohibition of Bypass (1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action against a permittee for bypass, unless: (A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; (B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes or maintenance during normal Partll Page 9 of 14 • periods of equipment downtime. This condition is not satisfied if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and (C) The permittee submitted notices as required under Paragraph c. of this section, (2) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse affects, if the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph d. (1) of this section. 5. Upsets a. Definition. "Upset " means an exceptional incident in which there is unintentional and temporary noncompliance with technology based permit effluent limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational cn-or, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. b. Effect of an upset. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology based permit effluent limitations if the requirements of paragraph c. of this condition are met. No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review. c. Conditions necessary for a demonstration of upset. A permittee who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant evidence that: (1) An upset occurred and that the permittee can identify the cause(s) of the upset; (2) The permittee facility was at the time being properly operated; and (3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this permit. (4) The permit permit. complied with any remedial measures required under Part II, B. 2. of this d. Burden of proof. In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has the burden of proof. 6. Removed Substances Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-2151 and in a manner such as to prevent any pollutant from such materials from entering waters of the State or navigable waters of the United States. The permittee shall comply with all existing federal Part II Page 10 of 14 regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the requirement. The permittee shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal practices. 7. Power Failures The permittee is responsible for maintaining adequate safeguards as required by DEM Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability, to prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated effluent. SECTION A. MONITORING AND RECQRD$ 1. Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is characteristic of the discharge over the entire period which the sample represents. All samples shall be taken at the monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit Issuing Authority. 2. Reporting Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. M.R 1,1.1, 2, 3) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day following the completed reporting period. The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these, and all other reports required herein, shall be submitted to the following address: Division of Environmental Management Water Quality Section ATTENTION: Central Files Post Office Box 29535 Raleigh, North Carolina 27626-0535 Flow Measureme Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements are consistent with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a maximum deviation of less than + 10% from the true discharge rates throughout the range of expected Part II Page 11 of 14 discharge volumes. Once -through condenser cooling water flow which is monitored by pump logs, or pump hour meters as specified in Part 1 of this permit and based on the manufacturer's pump curves shall not be subject to this requirement 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136; or in the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been specified in this permit. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels that are below the permit discharge requirements and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. 5. Pena/ties for Tampering The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or both. 6. fZ: cords Retention Except for records of monitoring information required by this permit related to the perrnittee's sewage sludge use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR 5(3), the permittee shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this permit, for a period of at least 3 years from the date of the sample, measurement, report or application. This period may be extended by request of the Director at any time. 7. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information: a. The date, exact place, and time of sampling or measurements; b. The individual(s) who performed the sampling or measurements; c. The date(s) analyses were performed; d. The individual(s) who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. Part II Page 12 of 14 8. inspectipn And Entry The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director), upon the presentation of credentials and other documents as may be required by law, to; a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this permit; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit; c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, any substances or parameters at any location. SECTION E. REPORTINQ REQUIREMENTS 1. Change in Discharge All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the pemiii 2. Planned Changes, The permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions to the permitted facility. Notice is required only when: a. The alteration or addition to a permitted facility may meet one of the criteria for determining whether a facility is a new source in 40 CFR Part 122.29 (b); or b. The alteration or addition could significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants which are subject neither to effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42 (a) (1). c. The alteration or addition results in a significant change in the permittee's sludge use or disposal practices, and such alternation, addition or change may justify the application of permit conditions that are different from or absent in the existing permit, including notification of additional use or disposal sites not reported during the permit application process or not reported pursuant to an approved land application plan. Anticipated Noncompliance The permittee shall give advance notice to the Director of any planned changes in the permitted facility or activity which may result in noncompliance with permit requirements. Part II Page 13 of 14 4. Transfers This perrnit is not transferable to any person except after notice to the Director. The Director may require modification or revocation and reissuance of the permitter and incorporate such other requirements as may be necessary under the Clean Water Act. 5. Monitoring Reports Monitoring results shall be reported at the intervals specified elsewhere in this permit. a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2 of this permit) or forms provided by the Director for reporting results of monitoring of sludge use or disposal practices. b. If the permittee monitors any pollutant more frequently than required by the permit, using test procedures specified in Part II, D. 4. of this permit or in the case of sludge use or disposal, approved under 40 CFR 503, or as specified in this permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR. c. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified by the Director in the pennit. 6. Twenty-four Hour Reporting a. The permittee shall report to the central office or the appropriate regional office any noncompliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact dates and times, and if the noncompliance has no been corrected, the anticipated time it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. b. The following shall be included as information which must be reported within 24 hours under this paragraph: (1) Any unanticipated bypass which exceeds any effluent limitation in the permit. (2) Any upset which exceeds any effluent limitation in the permit. (3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the Director in the permit to be reported within 24 hours. c. The Director may waive the written report on a case -by -case basis for reports under paragraph b. above of this condition if the oral report has been received within 24 hours. Qther Noncompliance The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6, of this permit at the time monitoring reports are submitted. The reports shall contain the information listed in Part 11. E. 6. of this permit. Part II Page 14 of 14 8. Other Information Where the permittee becomes aware that it failed to submit any releva application, or submitted incorrect information in a permit application or Director, it shall promptly submit such facts or information. :tsinaa y report ie 9. Noncompliance Notification. The permittee shall report by telephone to either the central office or the appropriate regional office of the Division as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester, the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c, Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. Persons reporting such occurrences by telephone shall also file a written report in letter form within 5 days following first knowledge of the occurrence. 10. Availability of Reports Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division of Environmental Management. As required by the Act, effluent data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act. 11. penalties for Falsification of Report The Clean Water Act provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. PART III OTHER REQUIREMENTS A. Construction No construction of wastewater treatment facilities or additions to add to the plant's treatment capacity or to change the type of process utilized at the treatment plant shall be begun until Final Plans and Specifications have been submitted to the Division of Environmental Management and written approval and Authorization to Construct has been issued. B. GroundwAter Monitoring The permittee shall, upon written notice from the Director of the Division of Environmental Management, conduct groundwater monitoring as may be required to determine the compliance of this NPDES permitted facility with the current groundwater standards. C. Changes in Discharges of ToNic Substances The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe: a.That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels"; (1) One hundred micrograms per liter (100 ug/1); (2)Two hundred micrograms per liter (200 ug/I) for acrolein and acrylonitrile; five hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methyl-4.6- dinitrophenol; and one milligram per liter (1 mg/1) for antimony; (3) Five (5) times the maximum concentration value reported for that pollutant in the permit application. b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following "'notification levels"; (I) Five hundred micrograms per liter (500 ugil); (2) One milligram per liter (1 mg/I) for antimony; (3) Ten (10) times the maximum concentration value reported for that pollutant in the permit application. D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges The permittee shall continually evaluate all wastewater disposal alternatives and pursue the most environmentally sound alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms and conditions of the NPDES perniit or governing rules, regulations or laws, the permittee shall submit a report in such form and detail as required by the Division evaluating these alternatives and a plan of action within sixty (60) days of notification by the Division. Part No. 25259' E. The facility discharges into with Ql cfs. Removal of discharge is recommended if a more environmentally sound alternative is available at an economically reasonable cost. An engineering evaluating alternatives to isch e is due 180 ys prior to pe It expiration along with the pe it renewal_ application. As part of the report, the cost of constructing a txeatment plant at the discharge point to meet limits of 5 E0135, 2 m as N, 6.0 m 0 ,and 17.0 u t chlorine should also be included if there . no feasible alternatives to a surface discharge° Upon review of the results of the engineering report, the Division retains the right to reopen and modify this NPDES it to require removal of the discharge or to revise the permit limitations within a s ► •fied e schedule. A.itt Est pay the . nnual a g tnpin ►ni ` fee i days beingb' by the ` on. Fail to pay the fee in a • 1y accordance wi'tb 15A NCAC O1O b 4 may cause this Divisionto initiate acnon t revoke the State of North Carolina Department of Environment, Health and Natural Resources Mooresville Regional Office James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT September 13, 1994 Mr. Carl Daniel, Vice President Carolina Water Service, Incorporated Post Office Box 240705 Charlotte, North Carolina 28224. Subject: NPDES Permit No. NC0025259 Lamplighter Village East WWTP Mecklenburg County, NC Dear Mr. Daniel: Our records indicate that NPDES Permit No. NC0025259 was issued on August 30, 1994 for the discharge of wastewater to the surface waters of the State from your facility. The purpose of this letter is to advise you of the importance of the Permit and the liabilities in the event of failure to comply with the terms and conditions of the Permit. If you have not already done so, it is suggested that you thoroughly read the Permit. Of particular importance are Pages 4-5. Pages 4-5 set forth the effluent limitations and monitoring requirements for your discharge(s). Your discharge(s) must not exceed any of the limitations set forth. The section headed "Monitoring Requirements" describes the measurement frequencies, sample types and sampling locations. Upon commencement of your discharge (or operation), you must initiate the required monitoring. The monitoring results must be entered on the reporting forms furnished to you by this Agency. If you have not received these forms, they should be arriving shortly. If you fail to receive the forms, please contact this Office as quickly as possible. I have enclosed a sample of the "Effluent" reporting form (DEM Form MR-1), plus instructions for completing the form. It is imperative that all applicable parts be completed, and the original and one copy be submitted as required. The remaining Parts of the Permit set forth definitions, general conditions and special conditions applicable to the operation of wastewater treatment facilities and/or discharge(s). The conditions include special reporting requirements in the event of noncompliance, bypasses, treatment unit/process failures, etc. Also addressed are requirements for a certified wastewater treatment plant operator if you are operating wastewater treatment facilities. Any changes in operation of wastewater treatment 919 North Main Street, Mooresville, North Carolino 28115 Telephone 704-663-1699 FAX 704-661.6040 An Equoi Opportunity Affmrricilive Action Empioyer 50% recycled/ 10% posi-c onsumer paper Mr. Carl Daniel Page Two September 13, 1994 facilities, quantity and type of wastewater being treated or discharged, expansions and/or upgrading of wastewater treatment facilities must be permitted or approved by this Agency. Failure to comply with the terms and conditions of an NPDES Permit subjects the Permittee to enforcement action pursuant to Section 143-215.6 of the North Carolina General Statutes. A civil penalty of up to $10,000 per violation (and/or criminal penalties) may be assessed for such violations. If you find at any time that you are unable to comply with the terms and conditions of the Permit, you should contact this - Office immediately. A Consent Order may be necessary while pursuing action to obtain compliance. As a final note, an NPDES Permit is normally issued for a five-year period. Permits are not automatically renewed. Renewal requests must be submitted to this Agency no later than 180 days prior to expiration. Please make note of the expiration date of your Permit. This date is set forth on Page 1 of the Permit. Also note that NPDES Permits are pot transferable. If you, as the Permittee, cease to need this Permit, then you should request that the Per it be rescinded. As mentioned previously, the purpose of this letter is to advise you of the importance of your NPDES Permit. Please read the Permit and contact this Office at 704/663-1699 in Mooresville if you have any questions or need clarification. We look forward to providing any assistance. Sincerely, D. Rex Gleason, P. E. Water Quality Regional Supervisor Enclosure DRG:sl Permit No. NC0025259 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision 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, Carolina Water Service, Inc. of N.C. is hereby authorized to discharge wastewater from a facility located at Lamplighter Village East Subdivision on Bondhaven drive north of Wilgrove Mecklenburg County to receiving waters designated as an unnamed tributary to McKee Creek in the Yadkin -Pee Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth Parts I, II, and III hereof. This permit shall become effective This permit and the authorization to discharge shall expire at midnight on September 30, 1999 Signed this day A. Preston How. ilk ., P.E., Director Division of En tal Management By Authority a Fnviromental Management Commission ISCGE r' CAROLINA WATER SERVICE GHTER VILLAGE EAST SUBDIVISION WWTP NC0025259 NA [RIB TRIBUTARY TO MCKEE CREEK is hereby audio SUPPLE S olina t r Service, In o N.C. 1. Continue to inmate an existing0.070 MGD packages l plant consistingof a bar aerobic sludge digestor, r contact ch . ber and coati on even drive, n and No. p e1. ter, primary aeration bas, media pressure filter, filter backwash holdinge nos flow recorder loca at plighter' 11 ge t u. ; vision, of Wilgrove, Mecklenburg County (See Part 111 of this Permit), 9 era 2. Discharge from said ent v t the location ifs the a unnamed tributary to Mel( River Basin. h hich is classified Class C waters i t pater 1 ertin ehl tto an ': n-Pee A () EI+LUENT LIMITATIONS AND MON11'ORIN m REQUIREMENTS SUMMER (April 1 - October 31) Permit No.NC0025259rr During the period beginning on the effective date of the hall be limited tand and monitored by the until permittee iration, the as specified belormittee is w: discharge outfall(s) serial number ppl. Such discharges Flow BOD, 5 day, 20°C Total Suspended Residue NH3 as N Dissolved Oxygen" Fecal Coliforrn (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity pischarge himltetlnns MQnthlY Avg, weekly va.. De Iv Max 0.070 NM 18.0 mg/I 30.0 mg/I 12.0 mg/I 200.0 /100 ml * Sample locations: E - Effluent, I - Influent, U - Ups point. Instream samples shall be grab samples and shall be conducted weekly. ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. 27.0 mg/I 45.0 mg/I 400.0 /100 ml Measurement Frea.uenC.y Continuous Weekly Weekly Weekly Weekly Weekly 2/Week. Daily Quarterly Quarterly Weekly flaring Requirements Semple LOU Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab 'Semole Lvcat 10f1 tor E E E E, U, D E,U,D E E, U, D E E E,U,D 100 feet above the discharge point, D - Downstream feet below the discharge A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0025259 During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the pennittee as specified below: kttfuent Characteristic* Discharge Limitations Moi)119rin9 Measurement Spnoje *Sample Monthly ,AVC1A Weekly Avg. Daily Max freouencv Tvpe Location Flow 0.070 WM Continuous Recording I or E BOD, 5 day, 20°C 30.0 mg/I 45.0 mg/l Weekly Composite E Total Suspended Residue 30.0 mgil 45.0 mg/I Weekly Composite E NH3 as N Weekly Composite E Dissolved Oxygen** Weekly Grab E, U, D Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Weekly Grab E,U,D Total Residual Chlorine 2/Week Grab E Temperature Daily Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite E Total Phosphorus Quarterly Composite E Conductivity Weekly Grab E,U,D * Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet above the discharge point, D - Downstream 300 feet below the discharge point, histream samples shall be grab sarnples and shall be conducted weekly. ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. Peit No. N 25259 E. The facility discharges into a stream with 10/3 0 cf . Removal of discharge is recommended if a more environmentally sound altemative is available at an economically minable cost. An en in ` g report evalua ' alternatives to shares due 180days priorto permit expiration alongwith the it renewal application. As part of the report, the cost of constructing a tment plant at the discharge int to meet limits of 5 m BOD5, 2 IT1 3 as N, 6.0 mg/1 ,and 17.0 ugil chlorine should also Ix inclns w.« if there no feasible alternatives to a surface dibarge. Upon review of the results of the engineering report, the Division retains the right n and modify this NPDES pe itto.removalof the discharge or to revise the . it ° . °t °ons within a ,sede schedule. State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Sut • Raleigh, North Carolina 27611 AL James G. Martin, Governor S. Thomas Rhodes, Secretary Mr. Car] Daniel Carolina Water Service of N.C. P.O. Box 240705 Charlotte, N.C. 28224 Dear Mr. Daniel: R. Raul Wilms March 9, 1988 - Director Subject: Amendment to NPDES Permit NC0025259 Carolina Water Service Lamplighter Village East Mecklenburg. County On November 2, 1987, you submitted an adjudicatory hearing request on the sulijectl,permit_TheDivision has completedts review of your request and agrees to (dejete ,confifilionG from Part JIF of the permit As agreed upon in our discussion on this matter, the Division also is modifying the effluent sheet to include monitoring for conductivity and. to specify the downstream monitoring point. Attached nre revised permit pages that reflects the above mentioned. changes. If these changes are acceptable please advise us in writing that you. withdraw your request for a hearing. If you have any questions on this matter, please contact Arthnr Moaberry at (919) 733-5083. cc: Mr. Frank Schiller Mooresville Regional, Office Yvonne Bailey Compliance Permit File Pollution Prevention Pays RO Box 27687, Raleigh, North Carolina 27611,7687 Telephone 91%733-7015 An Equal Opportunity Affirmative Action Employer A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Summer: April 1 - October 31 lfflu During the period beginning on the effective date of the perr Permittee is authorized to discharge from outfall(s) serial number(s and monitored by the Permittee as specified below: Characteristics Discharge Limitations lbs/day h1-v Avst Wee lv A Flow BOD, 5Day, 20 Degrees C Total Suspended Residue NH3 as N Dissolved Oxygen (minimum) Fecal Coliform (geometric mean) Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity ()cations: Other Units (Specify). Monthly Avg. Weekly Avg.. 0.070 MGD 18.0 mg/1 30,0 mg/1 12.0 mg/1 6.0 mg/1 1000/100 ml 2i.0 mg/1 45.0 mg/1 18.0, mg/1 6.0 mg/1 2000/100 m1 and lasting until expiration, the 001. Such discharges shall be limited Re Measurement Frequency` Continuous 2/month 2/month 2/month Weekly 2/month Daily Weekly Quarterly Quarterly 2/month - Influent, U - Upstream, D - Downstream at NCSR 2812. The pH shall not be less than 6.0 standard 2/month at the effluent by grab sample. Sample Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab 1 or E E E E. E, U, D E, U, D E E, U, D E E E, U , D than 9.0 standard units and shall be monitored. There shall be no discharge of floating solids or visible foam in other than trace amounts. NC0025259 A. (1). EFFLUENT LIMITATIONS AND MONITORING 'REQUIREMENTS Final Winter: November 1 - March 31. During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges and monitored by the Permittee as specified below: ara. Month: Flow' BOD, 5Day, 20 Degrees C Total Suspended Residue NH3 as N Dissolved Oxygen (minimum) Fecal Coliform (geometric mean) Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity * Sample locations: H - Effl.uen, Discharge Limitations lbs/day vtr.. Week Other Units (Specify) Monthly Avg. Weekly Avg. 0.070 MGD 30.0 mg/1 30.0 mg/1 6.0 mg/1 1000/100 ml 45.0 mg/l 45.0 mg/1 6.0 mg/1 2000/100 ml Monitoring Requ: Continuous 2/month 2/month 2/month Weekly 2/month Daily Weekly Quarterly Quarterly 2/month U - Upstream, D - Downstream at NCSR 2812. shall be limited. Sample Tie Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab Location I or E E E E E, U, D E, U, D E E, U, D E E E, The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monito 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam i M3 other than trace amounts. ed NC0025259 perm shall be moth dtions and monitoring r°e+ arir Ladies conducted en the fluent facts msY be eknected in ed. Cantina d revoked rid re s lied Bents n the event trait ire e i-n t indi aei�n to Jesuit d ncorPot e taxis it v testing or other h detrimental in discharge State of North Carolina Departent of Natural Resources and Commi 512 North Salisbury Street • Raleigh, North Ca James G, Martin, S. Thomas Rhodes, Secretary February 15, 1988 Mr. Frank A. Schiller Hunton & Williams Post Office Box 109 Raleigh, North Carolina 27602 RE: Adjudicatory Hearing Request NPDES Permit NC0025259 Carolina Water Service Lamplighter Village East Mecklenburg County Dear Mr. Schiller: sty Development na 27611 Joseph E. Slate, Jr., Director Office of Legal Affairs Yvonne C. Bailey Judith Robb Bullock Edwin L. Gavin II Robert R. Gelblum David G. Heeter Thomas Hilliard, Ill James C. Holloway Robin N. Michael Paul B. Stam, Sr. Enclosed are copies of draft revised pages for the subject permit. The Division agrees to your request to delete condition G from Part III of the permit. As agreed upon in our discussion on this matter, the Division will modify the effluent sheet to include monitoring for conductivity and to specify the downstream monitoring point. If these changes are acceptable to you, please let me know, and the Division will formally amend the permit. The amendment will be sent directly to your client, with a copy to you. Once the amendment is received, you agreed to withdraw the Petition for hearing with the Office of Administrative Hearings. Phi. Box 27687, Raleigh, North Carolina 27611.7687 Tr rplto T33-7 47 An Equal Opportunity Affirmative Action Employer you have lrBidab Arthur Trevcr Clements Stage Tedder Mooresville Regional Or Judas Thomas R- West ease contact Yvpnne C. Bailey Agency Legal. Specialls Cue EFFLUENT LIMITATIONS ANDMONITORING REQUIREMENTS Final Summer: April 1 - October 31 During the period beg{Tf41ing on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited and monitored by the Permittee as specified below:. Characteristi. Flow BOD, 5Day, 20 Degrees C fatal Suspended Residue f3 as N dissolved- oxygen (minimum) Fecal Coliform (geometric mean) Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity * Sample locations: Discharge Limitations lba/day Avg,. Weekly Avg. nth+ r [)nits (Specif onthly Avg. Weekl. 0.070 MGD 18.0 mg/1 30.0 mg/1 12.0 mg/1 6.0 mg/1 1000/100 ml Avg. 27.0 mg/1 45.0 mg/1 18.0 mg/1 6.0 mg/1 2000/100 ml Continuous 2/month 2/month 2/months Weekly 2/month Daily Weekly Quarterly Quarterly 2/month Influent, U - Upstream, D - Downstream at NCSR 2812. Samzpla nr Recording I or E Composite E Composite E Composite E Grab E, U, D Grab E, U, D Grab E Grab E, U, D Composite E Composite Grab E, U, D The pH shall not be leers than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating so ds or visible foam in other than trace mo s. NC0025259 A. EFFL LIMITATIONS AND MONITORING REQUIREMENTS Final Winter: November 1 - March 31 During the period beginning on the effective date of the permit Permittee is authorized to discharge from outfall(s) serial number(s) 001 and monitored by the Permittee as specified below: Characteristics lbs Monthly Avg. Flow BOD, 5Day, 20 Degrees C Total Suspended Residue NH3 as N Dissolved'Oxygen (minimum) Fecal Coliform (geometric mean) Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity * Sample locations: Discharge Limitations day Other Units Weekly Avg. Monthly Avg. O.070 MGD 30.0 mg/1 30.0 mg/1 6.0 mg/1 10O0/100 ml U - Upstream, Speci Weekly Avg. 45.0 mg/1 45.0 mg/1 6.0 mg/1 2000/100 ml and lasting until expiration, the . Such discharges shall be limited Monitoring Requir Me Frequency Continuous 2/month 2/month 2/month Weekly 2/month Daily Weekly Quarterly Quarterly 2/month. NCSR 2812. Sample Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab *Sample Location T or E E E E E, U, D E, U, D E E, U, D E E E, U, D The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace a NC0025259 Toxic nri shail ationa and mo as conducted on the to may he ep std s r uirem nta in uant or rec in the r elying us ed to ncorporate tax; event toxicity testing or am indicate that datri:ant each of thi;diaar Permit No. NC0025259 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL ESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT c (")F NATtrut 7f:8 A N PeRMIT COI/ ; 1.1A.,opm IL-NT TO DISCHARGE WASTEWATER UNDER THE .1992 NAT_IONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM, DIVISION EN Viq N.mf.,NTA MAN 3' V IMORL,:iLE REUAL OFFI4 In compliance with the provision 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, Carolina Water Service, Inc. of N.C. is hereby authorized to discharge wastewater from a facility located at Lamplighter Village East Subdivision on Bondhaven drive north of Wilgrove Mecklenburg County to receiving waters designated as an unnamed tributary to McKee Creek in the Yadkin -Pee Dee River Basin in accordance with effluent limitations, monitoring require ents, and other conditions set forth Parts 1, 11, and III hereof. This permit shall become effective This permit and the authorization to discharge shall expire at midnight on September 30, 1994 Signed this day A. Preston Howard, Jr., Acting Director Division of Environmental Management By Authority of the Environmental Management Commission is hereby autho Permit No. NC0025259 SUPP 1 isrr TO PERMIT CO S $ line Water Service, Inc. of N.C. IV 1. Continue to operate an eid g 0.070 Pi4GD package contact stabili7atir wastewater treatment plant consisting of a bar n„ primary clarifier, primary aeration basin, eration basin, aerobic sludge digestor, ed, media pressure filter, filter backwash holding , chlorine con ch ber and continuous flow recorder loca at plighter Village East Su .t • 'vision, on Bondhaven drive, n of Wilgrove, Mecklenburg Oiunty (See Part 111 of this Pe it), and 2, Discharge from said tment works at the location specified on the a . hed map into an unnamed tributary to McKee 6 k which is classified Class C wat in the Y. River Basin. t A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0025259 During the period beginning on the effective date of the peu lnt and lasting until expiration, the Pcrmittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the perrnittee as specified below: Ett n Characterlstic. Flow BOD, 5 day, 20°C Total Suspended Residue NH3 asN Dissolved Oxygen" Fecal Coliforrn (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity Discharge Limitation: Monitoring Requlremon.ts Measurement $ample *Sample Monthly Avg Weekly Avg. pally Max Frequency T____ Location 0.070 MCC7 Continuous Recording I or E 18.0 mg/I 27.0 mg/l 2/Month Composite E 30.0 mg/I 45.0 mg/I 2/Month Composite E 12.0 mg/l 18.0 mg/I 2/Month Composite E Weekly Grab E, U, D 400.0 /100 ml 2/Month Grab E,U,D Daily Grab E Weekly Grab E, U, D Quarterly Composite E. Quarterly Composite E Weekly Grab U, 0 200.0 /100 mi * Sample locations: E - Effluent, I Influent, U - Upstream 100 feet above the discharge point, D - Downstream 300 feet below the discharge point. ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amaunts. A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0025259 During the period beginning on the effective date of the permit and lasting until expiration, the Perrnittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the perrnittee as specified below: Fharact erIstlf Discharge Limitstlont Flow BOD, 5 day, 20°C Total Suspended Residue NH3 as N Dissolved Oxygen** Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus Conductivity * Sample locations: E - Effluent, I - I point. Monthly Avg 0.070 103D 30.0 mg/I 30.0 mg/I 20'0.0 /100 ml Weekly Avg, Daily Meg 45.0 mg/I 45.0 mg/t Monitoring Measurement Frequency Continuous 2/Month 2/Month 2/Month Weekly 400.0 /100 mi 2/Month Daily Weekly Quarterly Quarterly Weekly uent, U - Upstream 100 feet above the discharge point, D - Downstream 3 Requirements Sample Tv©e Recording Composite Composite Composite Grab Grab Grab Grab Composite Composite Grab ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. arrrPIO cation I or E E E E E, U, D E,U,D E E, U, D E E U, D eet below the discharge e effluent by grab Part 111 Permit No, N 11 25259 D. Disposal Adternatives The Permittee shall continually evaluate all wastewater disposal alternatives and pursue the most environmentally sound alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms and conditions of the 'DES permit or governing rules, regulations, or laws, the permi shall submit a report in such form and detail as required by the Division evaluating these alternatives and a plan of action within sixty (60) days of notification by the Division. E. Within 180 days prior to the expiration of this permit, the Carolina Water Service, Inc. of N.C. shall submit an engineering report evaluating alternatives to surface water discharge along with the application for permit renewal. As pm of the report, the cost of constructing a treatment plant at the discharge point to meet limits of 5n-10 BOD5. NH3, 6 trigil it*, and r7ugt1 chlorine should also be included if there are no feasible alternatives to a surface water discharge. Upon review of the results of the engineering report, the Division retains the right tci open and modify this NPDES permit to require removal of the discharge or to revise the permit limitations within a specified time schedule. PERMIT NO.: NC0025259 PERMITTEE NAME: FACILITY NAME: NPDES WASTE LOAD ALLOCATION Carolina Water Service, Inc. of N.C. Lamplighter Village East Subdiv. Subdivision Facility Status: Existing Permit Status: Renewal Major Pipe No.: 00 Design Capacity: Minor 0.PN MGD Domestic (% of Flow): 100 % Industrial (% of Flow): Comments: C. DEPT. OF N ATVRAL TT LSO t‘ FIDES AND COMMUNITY DEVELOPMENT AUG 3 1 1992 RECEIVING STREAM: unnarned tributary McKee Cr k Class: C Sub -Basin: 03-07-11 Reference USGS Quad: G16 W County:Mecklenburg Regional Office: Mooresville Regional Office Previous Exp. Date: 9/30/92 Treatment Plant Class: Classification changes within three miles: No change within three miles. T EIIVIRONMENT41 MTNILMENT I REGIONAL OFFICE (please attach) Requested by: Prepared by: Reviewed by: Mack Wi ns k35 Date: 5/7 2 Date: Date: / I odeler SA1.3 Date Rec. Drainage Area (mi2 ) 1- 5- Avg. Strearnflow (cfs): 0. 1 7Q10 (cfs) (,) 'Winter 7Q10 (cfs) 0 30Q2 (cfs) Toxicity Limits: IWC instream Monitoring: Parameters T.. Upstream Downstream Acute/Chronic D. COL...Ivo/24u, co/opiAcrikirry Location TAT L,E45F-FT 100 PTA-/1. Location kr E51: 3 CO A Put) 514A/l. Effluent Characteristics Summer Winter BOD F. Col. (/100 ml) pH (SU) The facility discharges into a stream with 7Q10/30Q2dJ cfs. Removal of discharge is recommended if a more environmentally sound alternative is available at an economically reasonable cost. An engineering report evaluating alternatives to discharge is due 180 days prior to permit expiration along with the permit renewal application. As part of the report, the cost of constructing a treatment plant at the discharge point to meet limits of 5 mg/1 BOD5, 1 mg/1 NH3, 6 mg/1 DO, and 17/mg /1 chlorine should also be included if there are no feasible alternatives to a surface discharge. Upon review of the results of the engineering report, the Division retains the right to reopen and modify this NPDES permit to require removal of the discharge or to revise the permit limitations within a specified time schedule. Facility Name: NPDES No.: Type of Waste: Facility Status:: Permit Status: Receiving Stream: Stream Classification:. Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELO Lamplighter Village East Subdiv. NC0025259 Domestic - 100% Existing Renewal UT McKee Creek C 030711 Mecknburg MROle,frJ M. Wiggins 5/7/92 G16NW ALLOCATION Request # 6912 N.C. DEPT. OF NATUJRAL, COMM UNITY DEVELOPMENT AUG _ 6 199,2 DIWISIVN OF ENVIRONMENTAL MANAGE MOORESVILLI REGIONAL OEM Stream Characteristic. USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): 0212430509 1987 0.15 0.0 0.0 0.15 0.0 100.0 Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) Facility discharges to stream with 7Q10/30Q2 = ©. Removal of discharge is recommended if a more environmentally sound alternative is available at an economically reasonable cost. An engineering report evaluating alternatives to discharge is due 180 days prior to permit expiration along with the permit renewal application. As part of the report, the cost of constructing a treatment plant at the discharge point to meet limits of 5 mg/1 BOD5, 1 mg/1 NH3-N, 6 mg/1 DO and 17 µg/l residual chlorine should also be included if there are no feasible alternatives to a surface discharge. Upon review of the results of the engineering report, the Division retains the right to reopen and modify this NPDES permit to require removal of the discharge or to revise the permit limitations within a specified time schedule. [ref. 6/23/92 memo from SWT] Instream data show some seasonal fluctuation; there were no instances of "no flow" instream, DO's were greater than 5 mg/1. Compliance system data indicate no violations in the past year. Staff report indicates that the facility is well maintained. Special Schedule Requirements and additional comments from Reviewers: Recommended by: Reviewed by Instream Assessment: Regional Supervisor: .t� Permits & Engineering: RETURN TO TECHNICAL SERVICES BY: Date: Date: Date: Date:. SEP 0 1 92 2 Existing Wasteflow (MGD): BOD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (mg/1): Fecal Col, (/100 ml): pH (SU): Residual Chlorine (p.g/1): Oil & Grease (mg/1): TP (mg/1): TN (mg/1): Reco tided Limits: Wasteflow (MGD): BOD5 (mg/1): NH3N (mg/1): DO (mg/1): TSS (rng/1): Fecal Col. (/100 ml): pH (SU): Residual Chlorine Oil & Grease (mg/1): Monthly Average Summer Winter 0.07 0.07 18 30 12 6 6 30 30 1000 1000 6-9 6-9 WQ or EL Monthly Average Summer Winter WQ or Fi , 0.07 0.07 18 30 WQ 12 WQ 6 6 WQ 30 30 200 200 6-9 6-9 Limits Changes Due TQ . Change in 7Q10 data New regulations/standards New procedures (zero flow policy; New facility information Change in stream classification Other Parameter(s) Affected Fecal coliform new language for zero flow policy per 6/23/92 memo from, SWT; no change in existing limits (except Fecal cob limit) X Parameter(s) are water quality limited, For some parameters, the available Toad capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. OR No parameters are water quality limited, but this discharge may affect future allocations. INSTREAM MONITORING REQUIREMENTS Upstream Location: at least 100 ft. upstream Downstream. Location: at least 300 ft. downstream Parameters: DO, temperature, Fecal coliform, conductivity Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility de nstrated the ability to meet the proposed new limits with existing treatment facilities? Yes No If no, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional. office recommendations: If no, why not? Spe;ial Instructions or Conditions Wasteload sent to EPA? (Major) N _ (Y or N) (If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not model assumptions that were made, and description of how it fits into basinwide plan) Additional Information attached? N (Y or N) If yes, explain with attachments. en old State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor S. Thomas Rhodes, Secretary October 1, 1987 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. Carl Daniel Carolina Water Service, Inc.. of North Carolina PO Box 240705 Charlotte, NC 28224 Dear Mr. Daniel: R. Paul Wilms Director Subject: Permit No. NC0025259 Lamplighter Village East Mecklenburg County In accordance with your application for discharge permit received on May 20, 1987, we are forwarding herewith the subject State - NPDES 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 US Environmental Protection Agency dated December 6, 1983. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you may request a waiver or modification pursuant to Regulation 15 NCAC 2B .0508(b) by written request to the Director identifying the specific issues to be contended. Unless such request is made within 30 days following receipt of this permit, this permit shall be final and binding. Should your request be denied, you will have the right to request an adjudicatory hearing. Please take notice that this permit is not transferable. Part II addresses the requirements to be followed in case of change in ownersh control of this discharge. B.2. or This permit does not affect the legal requirement to obtain other permits which may be required by the Division of Environmental. Management or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Mr. Mack Wiggins, at telephone number 919/733-5083. Sincerely, cc: Mr. Jim Patrick, EPA Mooresville Regional. Supervisor Pollution Prevention Pays P0. Box 27687, 'Raleigh, North Carolina 27611.7687 Telephone 91 An Equal Opportunity Affirmative Action Employer NC002 5259 STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT DIVISION OF ENVIRONMENTAL MANAGEMENT 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 Polltion Control. Act, as amended, CAROLINA WATER SERVICE, INCORPORATED OF NORTH CAROLINA is hereby authorized to discharge wastewater from a facility located at Lamplighter Village East on NCSR 4502 Mecklenburg County to receiving waters designated, as an unnamed tributary to McKee Creek in the. Yadkin -Pee Dee Raver Basin in ac ordanc€m with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective October 1, 1987 This. permit and the authorization. to discharge shall e pir at midnight on September 30, 1992 Signed this day of October 1, 1987 R. Paul Wilms, Director Division of Env-i_ronmental. Management By Authority of the Environmental Management Commission Permit No, NC0025259 SUPPLEMENT TO PERMIT COVER SHEET Carolina Water Services incorporated of Iorth Carolina is hereby authorized to: 1. Enter into a contract for the construction of additional wastewater treatment facilities needed to attain the final effluent limitations given in this permit (See Part III of this Permit); 2- Continue to operate a 70,000 GPD wastewater treatment plant consisting of a bar scxeen/comminutor, primary clarifier, primary aeration basin, reaeration basin, mixed media pressure filter, filter backwash holding tank, an aerobic sludge digestor, and gaseous chlorination facilities located at Lamplighter Village East, on Bondhaven Drive in Mecklenburg County (Note: Part III of this Permit); and 3. Discharge from said treatment works into an unnamed tributary to McKee Creek which is classified Class "C" waters in the Yadkin - Pee Dee River Basin. z EFFLU TATIOtiS AND MONITORING REQUIREMENTS Final SUMMER: April 1 - October 31 During the period beginning on the effective date of the Permitend lasting until expiration, the perinl ttee is authori zed to discharge from outfal l (s) serial numbers) 00 i . Such discharges shall be limited and monitored by the permlttee as specified below: Effluent erectersstics Kg/day Monthly vq. Discharge Limitations bs/day) Other -Units (Specify) [ eekly Avg. MonthlyAvg. -Weekly Avg. Flow B©D, 5Day, 20°C Total Suspended Residue NB3 as N Dissolved Oxygen (minimum) Fecal Coiiform (geometric mean) Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 + TKN) Total Phosphorus *Sample 'locations: 0.070 MGD 113.0 mg/I 30.0 mg/I 12.0 mg/I 6.0 rng/I 1000/100 mi. uent, 27.0 mg /I 45. 0 mg /I 18.0 mg/I 6.0 mg/I 2000/100 rni. Monitoring Requirements Measurement Tregpency Continuous 2/Month. 2/Month 2 /Month Weekly 2/Month Daily Weekly Quarterly Quarterly Influent, U - Upstream, D - Downst a SSaam�le_ * Sale Type. Location Recording Composite Composite Composite Grab Grab Grab. Grab Composite Composite 200 feet. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/Month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. I or E E E E E,U,D E,U,D E E,U,D E E z to EffluentIaracte EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final WINTER November 1 - March 31 During the peri the permittee 1 Such discharges tic Kg Monthly d beginning on the effective date of the Permitend lasting until expiration, authorized to discharge from outfall(s) serial number(s) 00i. shall be limited and monitored by the permittee as specified below: Discharge Limitations bs "day) Meekly Av Flow BOD, 5Day, 209C Total Suspended Residue NH3 as N Dissolved Oxygen (minimum) Fecal Coliform (geometric mean) Residual Chlorine Temperature Total Nitrogen (NO2 + NO3 ± TKN) Total Phosphorus *Sample locations: E - E .cent, ©ther.Units (Specify) Measurement Monthiy Avg.; week Iy Avg. -Tiequency 0.070 MGD 30.0 mg/1 30.0 mg /I 6.0 mg / 1000/100 m 45.0 mg /I 45.0 mg /1 6.0 mg/I 2000/100 rnl. Continuous 2/Month 2/Month 2/Month Weekly 2/Month Daily Weekly Quarterly Quarterly Recording Composite Composite Composite Grab Grab Grab. Grab Composite Composite Influent, U - Upstream, D - Downstream200 feet. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/Month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. IorE E E E E,U,D E,U,D E E,U,D E E Part I Permit No. NC H. SCHEDULE OF COMPLIANCE 1. The permittee shall achieve compliance with the effluent limitations specified for discharges in accordance with the folllowing schedule: NOT APPL AB E 2. No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled requirement. H4 C. MONITORING AND REPORTING 1. Representative Sampling Samples collected and measurements taken as required herein shall be characteristic of the volume and nature of the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is characteristic of the discharge over the entire period which the sample represents. 2. Reporting Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3,) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day following the completed reporting period. The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these, and all other reports required herein, shall be submitted to the following address: Division of Environmental Management Water Quality Section. ATTN: Central Files Post Office Box 27687 Raleigh, NC 27611 Definitions a. Act or "the Act": The Federal Water Pollution Control Act, also know as the Clean Water Act, as amended, 33 U.S.C. 1251, et. seq. b. The monthly average, other than for fecal coliform. bacteria, is the arithmetic mean of all the samples collected in one calendar month. The monthly average for fecal coliform bacteria is the geometric mean of samples collected in one calendar month. c. The weekly average, other than for fecal coiiform. bacteria, is the arithmetic mean of all the samples collected during one calendar week (Sun -Sat). The weekly average for fecal coliform bacteria is the geometric mean of all samples collected in one calendar week (Sun -Sat). H 5 d. DEM or Division: means the Division of Environmental Management, Department of Natural Resources and Community Development. e. EMC: used herein means the North Carolina Environmental Management Commission. f. Flow, M3/day (MGD): The flow limit expressed in this permit is the 24 hour average flow, averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded during the calendar month. g. Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided by the number of individual values. h. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual values where N is equal to the number of individual values. The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one (1) . i. Composite Sample: These samples consist of grab samples collected at equal intervals and combined proportional to flow, a sample continuously collected proportionally to flow, or equal volumes taken at varying time intervals. If a composite sample is obtained from grab samples, the following requirements apply. The intervals between influent grab samples shall be no greater than hourly. Intervals between effluent grab samples shall be no greater than hourly except where the detention time of the wastewater in the facility is greater than 24 hours, in which case, the interval between grab samples shall be no greater in number of hours than the detention time in number of days; provided, however, in no case may the time between effluent grab samples be greater than six hours nor the number of grab samples less than four during any discharge period of 24 hours or less. j. Grab Sample: Grab samples are individua collected over a period of time not exceeding 1 the grab sample can be taken manually. samples inutes; H 6 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to N.C.G.S. 143-215.63 et seq, the Water and Air Quality Reporting Act, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, As Amended, and Regulation 40 CFR 136. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information. a. The exact place, date, and time of sampling; b. The dates the analyses were performed; and c. The person(s) who performed the analyses. 6. Additional Monitoring by Permittee If the permittee monitors any pollutant at the location(s) designated herein more frequently than required by this permit, using approved analytical methods as specified above, the results of such monitoring shall be included in the calculation and reporting of the values is required in the DMR. Such increased frequency shall also be indicated. The DEM may require more frequent monitoring or the monitoring of other pollutants not required in this permit by written notification. 7. Records Retention All records and information resulting from the monitoring activities required by this Permit including all records of analyses performed and calibration and maintenance of instrumentation and recordings from continuous monitoring instrumentation shall be retained for a minimum of three (3) years. This period of retention shall be extended during the course of any unresolved litigation or if requested by the Division of Environmental Management or the Regional Administrator of the Environmental Protection Agency. H 7 PART II GENERAL CONDITIONS A. MANAGEMENT REQUIREMENTS Change in Discharge All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit. Any anticipated facility expansions, production increases, or process modifications which will result in new, different, or increased discharges of pollutants must be reported by submission of a new NPDES application or, if such changes will not violate the effluent limitations specified in this permit, by notice to the DEM of such changes. Following such notice, the permit may be modified to specify and limit any pollutants not previously limited. 2. Noncompliance Notification The permittee shall report by telephone to either the central office or appropriate regional office of the division as soon as possible but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester, the known passage of a slug of hazardous substance throughthe facility or any other unusual circumstances. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment, such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its NPDES permit limitations. H 8 Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 days following first knowledge of the occurrence. Facilities Operation The permittee shall at all times maintain in ood working order and operate as efficiently as possible all treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 4. Adverse Impact The permittee shall take all reasonable steps to minimize any adverse impact to navigable waters resulting from noncompliance with any effluent limitations specified in this permit, including such accelerated or additional monitoring as necessary to determine the nature and impact of the noncomplying discharge. 5. Bypassing Any diversion from or bypass of facilities is prohibited, except (i) where unavoidable to prevent loss of life or severe property damage, or (ii) where excessive storm drainage or runoff would damage any facilities necessary for compliance with the effluent limitations and prohibitions of this permit. All permittees who have such sewer bypasses or overflows of this discharge shall submit, not later than six months from the date of issuance of this permit, detailed data or engineering estimates which identify: a. The location of each sewer, system bypass or overflow. b. The frequency, duration and quantity of flow from each sewer system bypass or overflow. The permittee shall report by telephone to either the central office or appropriate regional office of the division as soon as possible but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any diversion from or bypass of facilities. H 9 emoved Substances Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant from such materials from entering waters of the State or navigable waters of the United States. 7. Power Failures The permittee is responsible for maintaining adequate safeguards to prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated effluent. Onshore or Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. B. RESPONSIBILITIES 1. Right of Entry The permittee shall allow the Director of the Division of Environmental Management, the Regional Administrator, and/or their authorized representatives, upon the presentations of credentials: a. To enter upon the permittee's premises where an effluent source is located,or in which any records are required to be kept under the terms and conditions of this permit; and. b. At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit; to inspect any monitoring equipment or monitoring method required in this permit; and to sample any discharge of pollutants. H 10 2. Transfer of Ownership or Control This permit is not transferable. In the event of any change in name, control or ownership of facilities from which the authorized discharge emanates or is contemplated, the permittee shall notify the prospective owner or controller by letter of the existence of this permit and of the need to obtain a permit in the name of the prospective owner. A copy of the letter shall be forwarded to the Division of Environmental Management. Availability of Reports Except for data determined to be confidential under NCGS 143-215.3(a) (2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division of Environmental Management. As required by the Act, effluent data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215.1(b) (2) or in Section 309 of the Federal Act. 4. Permit Modification After notice and opportunity for a hearing pursuant to NCGS 143-215.1(b) (2) and NCGS 143-215.1(e) respectively, this permit may be modified, suspended, or revoked in whole or in part during its term for cause including, but not limited to, the following: a. Violation of any terms or conditions of this permit; b. Obtaining this permit by misrepresentation or failure to disclose fully all relevant facts; or c. A change in any condition that requires either a temporary or permanent reduction or elimination of the authorized discharge. Toxic Pollutants Notwithstanding Part II, B-4 above, if a toxic effluent standard or prohibition (including any schedule of -compliance specified in such effluent standard or prohibition) is established under Section 307(a) of the Act for a toxic pollutant which is present in the discharge, if such standard or prohibition is more stringent than any limitation for such pollutant in this permit, this permit shall be revised or modified in accordance with the toxic effluent standard prohibition and the permittee so notified. 6. Civil and Criminal Liability Except as provided in permit conditions on "Bypassing" (Part II, A-5) and "Power Failures" (Part II, A-7), nothing in this permit shall be construed to relieve the permittee from. any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 7. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. H 12 9. Severabili y The provisions of this permi are severable, and if any rovision of this permit to any circumstance is held nvalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. 10. Expiration of Permit Permittee is not authorized to discharge after the expiration date. In order to receive authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any discharge without a permit after the expiration will subject the permittee to enforcement procedures as provided in NCGS 143-215.6, and 33 USG 1251 et seq. H 13 PART III OTHER REQUIREMENTS A. Previous Permits All previous State water quality permits issued to this facility, whether for construction or operation or discharge, are hereby revoked by issuance of this permit. The conditions, requirements, terms, and provisions of this permit authorizing discharge under the National Pollutant Discharge Elimination System govern discharges from this facility. B. Construction No construction of wastewater treatment facilities or additions thereto shall be begun until Final Plans and Specifications have been submitted to the Division of Environmental Management and written approval and Authorization to Construct has been issued. C. Certified Operator Pursuant to Chapter 90A of North Carolina General Statutes, the permittee shall employ a certified wastewater treatment plant operator in responsible charge of the wastewater treatment facilities. Such operator must hold a certification of the grade equivalent to or greater than the classification assigned to the wastewater treatment facilities. D. Groundwater Monitoring The permittee shall, upon written notice from the Director of the Division of Environmental Management, conduct groundwater monitoring as may be required to determine the compliance of this NPDES permitted facility with the current groundwater standards. E. Limitations Reopener This permit shall be modified or alternatively, revoked and reissued, to comply with any applicable effluent guideline or water quality standard issued or approved under Sections 302 (b) (2) (c) , and (d) , 304 (b) (2) , and 307 (a) (2) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved: 1) contains different conditions or stringent than any effluent limitation in s otherwise more he permit; or 2) controls any pollutant not limited in the permit. H 14 Part III Permit No. NC0025259 F. Toxicity PeoPenet This permit shall be modified, or revoked and reissued to incorporate toxicity limitations and monitoring requirements in the event toxicity testing or other studies conducted an the effluent or receiving stream indicate that detrimental effects may be expected in the receiving stream as a result of this discharge. G. The permittee shall properly connect to an operational publicly owned wastewater collection system within ld° days of its availability to the site. Date: June 5, 1987. NPDES STAFF REPORT AND RECOMMENDATIONS County: Mecklenburg NPDES Permit No. NC 0025259 PART I - GENERAL INFORMATION 1. Facility and Address: Lamplighter Village East Carolina Water Service, Inc. of NC 5701 Westpark Drive, Suite 101 Post Office Box 240705 Charlotte, North Carolina 28224 2. Date of Investigation: June 3, 1987 3. Report Prepared By: G. T. Chen 4. Person Contacted and Telephone Number: Lee Kiser, Operator of Wastewater Treatment Plant at Lamplighter Village East; (704) 525-7990 5. Directions to Site: From the intersection of Highway 24/27 (Albemarle Road) and Harrisburg Road (S. R. 2805) in east Charlotte, Mecklenburg County, travel north on S. R. 2805 approximately 0.1 mile to the junction with Parkton Road (S. R. 2819). Turn right and proceed east on S. R. 2819 (cross over railroad tracks) approximately 0.5 mile to the junction with Lanterntree Lane (S. R. 4501). Turn left and proceed north on S. R. 4501 approximately 0.3 mile to the junction with Bondhaven Drive. The treatment plant is located approximately 0.15 mile north of the junction, on the right (east) side of Bondhaven Drive, at the side of a pond. 6. Discharge Point - Latitude; 3.5° 3'09" Longitude; 80 40'31" Attach a USGS Map Extract and indicate treatment plant site and discharge point on map. USGS Quad No.: G 16 NW 7. Size (land available for expansion and upgrading): Adequate land area available for expansion and/or upgrading the treatment plant, if necessary. Topography (relationship to flood plain included): Relatively flat; 1-3% slopes. The treatment plant is not in a flood plain. 9. Location of Nearest a recreational area elling: A number of mobile homes and thin 500 feet of the plant. Page Two 10. Receiving Stream or Affected Surface Waters: Unnamed tributary to McKee Creek a. Classification: C b. River Basin and Subbasin No.: 03-07-11 c. Describe receiving stream features and pertinent downstream uses: Fish and wildlife propagation, secondary recreation, agriculture, etc., downstream users are not known. PART II - DESCRIPTION OF DISCHARGE AND TR.EA"NT WORKS 1. Type of wastewater: 100% Domestic 0% Industrial a. Volume of Wastewater: 0.0700 MGD b. Types and quantities of industrial wastewater: N/A c. Prevalent toxic constituents in wastewater: N/A d. Pretreatment Program (POTWs only): N/A 2. Production Rates (industrial discharges only) in Pounds: N/A Description of Industrial. Process (for industries only) and Applicable CFR Part and Subpart: N/A 4. Type of Treatment (specify whether proposed or existing): Lamplighter Village East is currently being served by a 70,000 GPD package contact stabilization treatment plant which consists of a bar screen/comminutor, a clarifier, a contact chamber, a reaeration basin (diffused air), an aerobic sludge digester, a chlorine contact chamber (gas chlorine), a pressure filter, a filter backwash holding tank and post -aeration tank. 5. Sludge Handling and Disposal Scheme: Excess sludge will be removed as needed by private contractor and disposed of in Charlotte --Mecklenburg Utility Department's sewer system with approval of concerned authorities. 6. Treatment Plant Classification: Class 2 7. SIC Code(s): 4952 Wastewater Code(s): 05 08 PART .III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grants Funds (municipals only)? N/A 2. Special monitoring requests: N/A 3. Additional effluent limits requests: N/A Page ree 4. Other: N/A PART IV - EVALUATION AND RECOENDATIONS A review of the last twelve (12) months (from May, 1986 to April, 1987) self -monitoring reports indicates that this facility is able to be in compliance with permit limitations. It is, therefore, reeo ended that the NPERS Permit be renewed as requested by the applicant. Signatur of Report Preparer 1:47"1 Water Quality Quality RegiOnal supervisor DF%2002 88:58,33 TERMINAL CONNECTED TO IMSIVS IMS GKEX78/MY COMPLIANCE EVALUATION ANALYSIS REPORT 06/02/87 PERMIT--NC0025259 PIPE--001 REPORT PERIOD: 8605 ~8704 FACILITY--CW% SYSTEMS INC. - LAMPLIGHTER DESIGN FLOW-- .8700 CLASS--2 LOCATION-~CHARLQTTE REGION/COUNTY-~03 MECKLENBUW 50050 80310 00530 00610 31616 50060 0030� MONTH Q/MGD BUD RES/TE% 1N3+N14- FEC COLT CHLORINE DO 86/05 .0360 9.50 7.5 10.O Q.60 86/06 .0330 5.00 5.0 LE%%THAN 1O^0 .600 9.78 86/07 .8330 26.00F 12^0 6°20 1810 000 &2f,�) 86/08 .0280 8.50 7.0 100 TNTC .400 9.00 86/09 .0230 i8^00 4.0 2^00 iO.8 .800 O^W) 8600 ^0250 14.00 11^0 4.00 6.3 1°400 8^00 86/11 ^0280 9^O0 4.0 8.00 3.8 1^600 9^00 86/12 ^0370 11.0O i8.O 5.0o 39^4 .750 0.8;'') 87/01 .0350 i3.8O i3'O 2.70 82.8 .900 8.60, 87/02 ^0380 8.00 i1.O 3.90 35.0 .508 9.30 87/03 ^0370 18.50 20.5 1O.60 10.0 1600 O.80 87/04 .9380 13.00 0.8 13100 57.0 .600 8^6Q AVERAGE .0325 12.79 10.0 5.22 24.8 .708 8.711, MAXIMUM .0380 26.00 20^5 1040 TNFC 1.400 9.70 MINIMUM ^0230 5^00 4.0 LE%STNAN 3°8 "400 Wok''') UN%T MGD MGyL MG/L MC/L 0/100ML MC/L MG/L State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, No t . lirl 27611 James G. Martin, Governor S, homas Rhodes, Secreary Subjec Dear This is to acknowledge receipt of the following docume Application Form, Engineering Proposal (for proposed control fact Request for permit renewal, Application Processing Fee of $ Other R. Paul Wilms Director Applicat.in No. NCOO s on it es) Cou The items checked below are needed before review can begin: Application form (Copy enclosed), Engineering Proposal (See Attachment), Application Processing Fee of $ Other If the application is not made complete within thirty (0) days, be returned to you and may be resubmitted when complete. This application has been assigned to (919/733-5083) of our Permits Unit for- review. You willr..rFb ""ad.vi.sed of any comments recommendations, questions or other information necessary for the review of the application. I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report and recommendations regarding this discharge. If you have any questions regarding this application, please contact the review person listed above. cc: F+Sheer }ri thur [ouberry, P.E. Supervisor, Permits and Engineering Pollution Pre tit?n Pays. PO. Box 27687, ,Raleigh, North Carolina 27611-76S7 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Empkryer Comore* Maas: 2336 Senders Road Northbrook, Woo 60382 Tek4Phone: (312) 496-6440 iiegiorsal &Boo*: 5701 1Nesipaik Dr., Suite 101 P.Q. Box 240705 Charlotte, NC 28224 (704) 525.7990 May 18,1i.7 Mr. Arthur Mouberry,P. E, N. C. Department of Natural Resources and Community Development P.Q. Box 27687 Raleigh, NC 27611-7687 REFERENCE: Request for Renewal Permit No. NO1025259 Lamplighter Village East Mecklenburg County, N. C. Dear Mr. Mouberry: Attached is a check in the amount of 15100.00) One Hundred dollars for the renewal of the referenced NPDES Permit. If you have any questions regarding the above, please don"t hesitate t+o contact me at this office, Sincerely, *1 Daniel Regional Director of Operations CD/Ip enclosures 1 cc Mr. Rea Gleason System files MAY 20 7 PERMIT NO.: NCO FACILITY NAME: Ca Facility Status: (circle one) Permit Status: (circle one) Ma for Minor " Pipe No: 's l• Design Capacity (MGD):. ©, 070 Domestic (X of Flow): AI Industrial (% of Flow): Comments: NPDES WASTE LOAIL°CATION jiff C� RECEIVING STREAM: 7 Class: Sub -Basin: Reference USGS Quad: ' . County: ea•/'L/L{i! Regional Office: As Fa (circle •.$) Rsqussted By: l;le49� +' Date: Date: Reviewed By: Date: N UNP Prepared B eatach Wa Wi WS Drainage Area (mil) (. /5 Avg. Streamflow (cfs): 7Q10 (cfs) Winter 7Q10 (cfs) , 30Q2 (cfs) Toxicity Limits: IWC Instream Monitoring: Parameters -0`1 �? Upstream Effluent Characteristics BOD5 (mg/1) NH3-N (mg/1) D.O. (mg/I) TSS (mg/I) F. Col. (/1O4mI) pH (SU) (circle one) Acute / Chronic Location Location P?©Q, (ct -) Summer Winter iA% Permst Number Reque.st No. :4064 WASTELOAD ALLOCATION APPROVAL FORM NCOME529 Facility Name ; LAMPLIGHTER VILLAGE EAST Tvde of Waste r DOMESTIC Status g EXISTING Receiving Stream : LIT MCKEE CREEK Streum Class : C Subbasin : 030711 County : MECKLEIIBURG Drainage Area Dap ml) : 0.1'5 Regional Office : MR0 6-1,' Ayerege Flow IcTs : 0.15 Requestor : MACWIGGING Summer 7010 Date of Request 7/2/U0 Winter 7010 (cfs) Ouad g 916NW SIODP Icfs) : 0.0 RECOMMENDED EFFLUENT LIMITS : SUMMER WINTER Wasteflow (mgd): 0.07 0.07 5-Day 90D (mq/1): 10 30 Ammgoia Nitrogen (mg/1); IP. Dissolved Otycom (mgMl 6 6 TSS (mg/1): 30 ISO Fecal Foliform (at/10m1): 1000 1000 pH U): Destoeom (Y/Ml: Locution. MONIMARING N. C. IF: PT. 0 :NATURAL E;H' U PS A NO COMMUNITY DEV 'MrENT JUL 9 n8.7 13171:31i1 Downstream S(ONEr R Locuttun: APPROX. P00 Er PEE ON DISCHARGE CONNEMIS THESE 1MITS APE GIVEN IN ACISORDAHRE WITH DEC'S PROCEDURES FOR AIRRANS WITH. SPIert0 (-4N4) FjEllIISIDOEtad TIT1111,4N DE D)....:;..3c[44.4.:97.PrroE FP I ( ( OH Al OGITTO I JE1, 1 NC Al US LKCIT- ,-LJric,'11..'11-4'''.[..Y e,1 MILL) Recommended bv Reviewed ty: Tech, Suppont Supervisor Met:Ilona' SuperIllavi Fermits a Elogloperma Date bAt ft-110 7 Water (7)11 / "'f,octloo1 11 1 Date AUG 06 7 1ETURN re IELIIHICAL SERVICES 99- STAFF REPORT AND RECOMMENDATIONS PART I - INSPECTION OF EXISTING WASTEWATER TREATMENT PLAN"T SITE 1. a. Place Visited: Lamplighter East Mobile Home Park b. Mailing Address: Mecklenburg Utilities, Inc. 1740 E. Independence Boulevard Charlotte, N. C. 28205 2. Date of Investigation: August 16,p 2 Date f Report: September 22, 1982 By: J. Thurman Horne, P. 4. a. Persons Contacted: M u1ia Shapes, Manager b. Phone Number: (704) 525-7185 n�J V' 5. Directions to Site: From the intersection of Highway 27 (Albemarle Road) and S.R. 2805 (Harrisburg Road), travel north on SR 2805 approximately 0.1 mile, turn right (east) onto SR 2819 (Parkton Road), travel approximately 0.5 mile, turn. left (west) onto SR 4502 ('Bondhaven Drive) and travel approximately 0.2 mile. The facility is located on the left (north) side of SR 4502. 6, a. The Coordinates to the Proposed/Existing Point of Effluent Discharge are: Latitude: 35°13'10: Longitude: 80°40'30" The discharge outlet is approximately 200 feet northeast of the treatment plant, at a point downstream of an impoundment of the receiving tributary. b . USCS Quad No.: G16 NW (See, attached map) 7. Size (land available for expansion and upgrading): Adequate area is available for the construction of additional facilities if necessary in the future. 8. Topography: Relatively flat; 3-5% slopes 9. Location of Nearest Dwelling: There are several mobile homes within approximately 400 feet. 10. Receiving Stream: An Unnamed Tributary to McKee Creek a. Classification: C b. Minimum 7-Day, 10-Year Discharge at Site: 0.0 cis c. River Basin and Sub -Basin No,; 03-07-11 PART II. - DESCRIPTION OF__ EXISTING TREATME F CII,ITI Existing Facilities: The existing wastewater treatment plant is a 70,000 GPD package contact stabilization facility consisting of a bar screen/comminutor, a primary clarifier, a primary aeration basin (diffused air), a reaeration basin, an aerobic sludge digestor, a mixed media pressure filter (for final solids removal), a filter backwash holding tank and a chlorine contact chamber (gas chlorine). Thefacility has an instrumented continuous flow monitor on the effluent. There is no alternate or standby power supply. -2- 2. Proposed Modifications: Not applicable. PART III - EVALUATION AND RECOMMENDATIONS Performance Evaluation: A review of the past yea monthly self -monitoring reports (see attached Table "A") reveals that the facility is generally in compliance with the existing permit effluent. limitations. Although five (5) violations were noted, three (3) of these were marginal violations. The most recent compliance evaluation analysis (September 21, 1982) notes that the permittee has failed to 'submit the last three monthly' self -monitoring reports which are due. The permittee has been requested to correct this problem. 2. 0 & M Evaluation: The facilities appear to be very well operated, and maintained. Recommendations and/or Special Conditions: Tt is recommended that the NPDES Permit be renewed as requested. It should be noted that the description of the existing treatment facilities in the present permit is erroneous. The description of the facilities should be corrected in the new Permit. Mo_1 .pri.1 , 1982 March, 1982 February, 1982 January, 1982 December, 1981 November, 1981 Ober, 1981 September, 1981 Aug 1981 July, 1981 June, 1981 1981 TABLE :'aAu CUTER EAST BILE HO p': �11RG CO TY Ave?e EL Flow iota 1 a4 of e 1a in emit lent Concentra BOD NH as N '1SS Fecal D.O. 9 r' gi c1:1 71 (S.0 11.7100rill 5 uent 3.06 3 2.91 7.5 3.92 *4.67' 3.43 0.27 2.7 '4.22 2.6 lOns 9.5 9.8 4.5 6.4 7.3 6.6 %. 6.4 6.9 6.4 6.9 7.2 _ 7.0 6. 7 7.1 6.7 6.9 6.2 6.8 6.5 6.9 6.4 6.9 6.4 7.1 7.2 Me c k 1740 Charl 11aShines arya e nhurg_Utilitiesz Independence 22 Shipes lresville Form 982 Lamp 1 i g ter East Mobile Home Park Mecklent urg are t.`liecked , the ap" must be received xxe>.or cric+sac,} ee. (b) -5 en attache, when core_ Mr, David T. Adkins David T, Adki is in: Mr. Robert F. Helms, Director North Carolina Department of Natural Resources & Community Development P. U. Box 27687 Raleigh, N.C. 27611-7687 Dear Mr. Helms: This letter is of Lamplighter Eas j S object June 22, 1982 Expiration of NPUES Permit No. NC 0025259 Mecklenburg County Lamplighter East Mobile Home Park o inform you that we are requesting permit renewal Mobile Home Park. Sincerely, MECKLENBURG UTILITIES, INC. State of North Carolina Department of Natural Resources and Comm nity Development ivlooresville Regional Office James G. Martin, Governor S. Thomas Rhodes, Secretary Albert F. Hilton, Regional Manager DIVISION OF ENVIRONMENTAL MANAGEMENT October 9, 1987 Mr. Carl Daniel Carolina. Water Service, Inc. of North Carolina Post Office Box 240705 Charlotte, North Carolina 28224 Subject: NPDES Permit No. NC 0025259 Lamplighter Village East Mecklenburg County, NC Dear Mr. Daniel: Our records indicate that NPDES Permit No. NC 0025259 was issued on October 1, 1987 for the discharge of wastewater to the surface waters of the State from your facility. The purpose of this letter is to advise you of the importance of the Permit and the liabilities in the event of failure to comply with the terms and conditions of the Permit. If you have not already done so, it is suggested that you thoroughly read the Permit. Of particular importance is Page M3. Page M3 sets forth the effluent limitations and monitoring requirements for your discharge(s). Your discharge(s) must not exceed any of the limitations set forth. The section headed "Monitoring Requirements" describes the measurement frequencies, sample types and sampling locations. Upon commencement of your discharge (or operation), you must initiate the required monitoring. The monitoring results must be entered on the DMR forms furnished to you by this Agency. If you have not received these forms, they should be arriving shortly. If you fail to receive the form, please contact this Office as quickly as possible. I have enclosed a sample of the "Effluent" reporting form (DEM Form MR-1), plus instructions for completing the form. It is imperative that all applicable parts be completed, otherwise the forms may be returned to you as incomplete. Failure to properly complete the forms may also result in an. automatic $300.00 fine. 919 North Main Street„ P.O. Box 950, Moorrsvilk, NBC 81I5-0950 • Telephone - 3-I6 An Equal Opportunity Affirmative Action Employer Mr. Carl Daniel Page Two October 9, 1987 The remaining Parts of the Permit (Parts II and III) set forth definitions, general conditions and special conditions applicable to the operation of wastewater treatment facilities and/or discharge(s). The conditions include special reporting requirements in the event of noncompliance, bypasses, treatment unit/process failures, etc. Also addressed are requirements for a certified wastewater treatment plant operator if you are operating wastewater treatment facilities. Any changes in operation of wastewater treatment facilities, quantity and type of wastewater being treated or discharged, expansions and/or upgrading of wastewater treatment facilities must be permitted or approved by this Agency. Failure to comply with the terms and conditions of an NPDES Permit subjects the Permittee to enforcement action pursuant to Section 143-215.6 of the North Carolina General Statutes. A civil penalty of up to $10,000 per day per violation plus criminal penalties may be assessed for such violations. As a final note, an NPDES Permit is normally issued for a five-year period. Permits are not automatically renewed. Renewal requests must be submitted to this Agency no later than 180 days prior to expiration. Please make note of the expiration date of your Permit. This date is set forth on Page M-1 or I-1 of the Permit. Also note that NPDES Permits are not transferable. If you, as the Permittee, cease to need this Permit, through cessation of the discharge, then you should request that the Permit be rescinded. As mentioned previously, the purpose of this letter is to advise you of the importance of your NPDES Permit. Please read the Permit and contact this Office at 704/663-1699 in Mooresville if you have any questions or need clarification. We look forward to providing any assistance. Sincerely, D. Rex Gleason Water Quality Regional Supervisor Enclosure DRG:se State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director February 11, 1999 Carl Daniel Carolina Water Service, Inc. P,O. Drawer 240908 Charlotte, NC 28224 Subject: Renewal of NPDES Permit NC0025259 Lamplighter Subdivision WWTP Mecklenburg County Dear Permittee: The subject permit expires on September 30, 1999. North Carolina General Stature 143.215.1(c) requires that an application for permit renewal be filed at least 180 days prior to the expiration date, To satisfy this requirement, your renewal package must be sent to the Division postmarked no later than April 3, 1999. Failure to request renewal by April 3, 1999 will result in a civil assessment of at least $250,00. Larger penalties may be assessed depending upon the delinquency of the request. If any wastewater discharge will occur after September 30, 1999 (or if continuation of the permit is desired), the permit must not be allowed to expire. Operation of waste treatment works or continuation of a discharge after September 30, 1999 would violate NCGS 143-215.1 and could result in assessment of civil penalties of up to $10,000 per day, If all wastewater discharge has ceased at the subject facility and you wish to rescind this permit, contact Robert Farmer of the Division's Compliance Enforcement Unit at (919) 733-5083, extension 531. You may also contact the Mooresville Regional Office at (704) 663-1699 to begin the rescission process. Use the enclosed checklist to complete your renewal package. The checklist identifies the items which you must submit when applying for renewal of the subject permit. If you have any questions, please contact me. My telephone number, fax number and e-mail address are listed below. Sincere arles H. Weaver, NPDES Unit cc: Central Files Mooresville Regiona/ ffice, Water Quality Section NPDES Unit P.C. Box 29535, Raleigh, North Carolina 27626-0535 919 733-5083, extension 511 (fax) 919 733-0719 An Equal Opportunity Affirmative Action Employer Charles_Weaver@h2o.enr.state.nc.us NC DENR DWQ / NPDES Permit Renewal Applications Renewal Package Checklist NPDES Permit NC0025259 Carolina Water Service, Inc. Mecklenburg County The followingfoliowing itemsare REQUIRED for all renewal packages: A cover letter requesting the renewal 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 is preparing the renewal package, documentation must be provided from the permittee defining the person or company preparing the renewal package as an Authorized Representative (see Part II.B.11.b. of the current NPDES permit). A narrative description of the sludge management plan at the subject facility. If your facility has no sludge management plan, explain the reason for this in your cover letter. Submit one original and two copies. The following item applies ONLY to Industrial facilities which discharge process wastewater : Industrial facilities classified as Primary Industries (listed in Appendix A of 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. The PPA requirement does NOT apply to municipal or non -industrial facilities. PLEASE NOTE: There is no renewal fee required with your application. Changes to the NPDES permit fee schedule took efffect on January 1, 1999. Consult the enclosed fee schedule to for details. Send the completed renewal package to: Mr. Charles H. Weaver, Jr. NC DENR / DWQ NPDES P.O. Box 29535 Raleigh, North Carolina 27626-0535 To: Permits and Engineering Unit Water Quality Section Date: April 13, 1992 NPDES STAFF REPORT AND RECOMMENDATIONS County: Mecklenburg Permit No.: NC0025259 MRO No.: 92-59 PART I - GENERAL INFORMATION I. Facility and Address: Lamplighter Village East Carolina Water Services Inc. of NC Post Office Box 240705 Charlotte, North Carolina 28224 2. Date of Investigation: April 9, 1992 3. Report Prepared by: W. Allen Hardy, Environmental Engineer I 4. Persons Contacted and Telephone Number: Mark Haver, Operator in Responsible Charge (704) 525-7990 5. Directions to Site: From the intersection of Highway 24/27 (Albemarle Road) and Harrisburg Road (S. R. 2805) in east Charlotte, travel north on S. R. 2805 approximately 0.1 mile to the junction with Parkton Road (5. R. 2819). Turn right and proceed east on S. R. 2819 (cross over railroad tracks) approximately 0.5 mile to the junction with Lanterntree Lane (S. R. 4501). Turn left and proceed north on S. R. 4501 approximately 0.3 mile to the junction with Bondhaven Drive. The treatment plant is located approximately 0.15 mile north of the junction, on the right (east) side of Bondhaven Drive, at the side of a pond. 6. Discharge Point(s), List for all discharge points: 0 Latitude: 35 o13' 09" Longitude: 80 30' 31" Attach a USGS map extract and indicate treatment facility site and discharge point on map. USGS Quad No.: G16NW USGS Quad Name: Mint Hill, NC 7. Size (land available for expansion and upgrading): The land available for expansion and upgrading appeared to be extremely limited. Page Two 8. Topography (relationship to flood plain included): The topography consisted of gently rolling hills with slopes from 2-7%. The treatment plant was not located in the flood plain. 9. Location of nearest dwelling: The nearest dwelling was approximately 150 feet from the treatment plant. 10. Receiving stream or affected surface waters: UT to McKee Creek a. Classification: C b. River Basin and Subbasin No.: 030711 c. Describe receiving stream features and pertinent downstream uses: The receiving stream is approximately 2-5 feet wide with a well defined channel. There were low flow conditions present in the stream at the time of inspection. The pertinent downstream uses were those typical of Class C waters. PART II DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wastewater: 100% Domestic 0% Industrial a. Volume of Wastewater: 0.070 MGD (Design Capacity) b. Types and quantities of industrial wastewater: N/A c. Prevalent toxic constituents in wastewater: N/A d. Pretreatment Program (POTWs only): N/A in development approved should be required not needed 2. Production rates (industrial discharges only) in pounds per day: N/A a. Highest month in past 12 months: lbs/day b Highest year in the past 5 years: lbs/day 3. Description of industrial process (for industries only) and applicable CFR Part and Subpart: N/A 4. Type of treatment (specify whether proposed or existing): The existing treatment is a 70,000 GPD package contact stabilization facility consisting of a bar screen, a primary clarifier, a primary aeration basin (diffused air),la reaeration basin, an aerobic sludge digestor, a mixed media pressure filter (for final solids removal), a filter backwash holding tank, a chlorine contact chamber (gas chlorine), and a continuous flow recorder. Page Three 5. Sludge handling and disposal scheme: Sludge is removed and disposed by Ronnie Oaks pumping service. The company has an agreement with the Charlotte Mecklenburg Utility Department to dispose of sludge at a designated point in the sewer system. 6. Treatment plant classification (attach completed rating sheet): Class II 7. SIC Code(s): 4952 Wastewater Code(s): Primary: 05 Secondary: Main Treatment Unit Code: 09107 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds (municipals only)? N/A 2. Special monitoring requests: N/A Additional effluent limits requests: N/A 4. Air Quality and/or Groundwater concerns or hazardous waste utilized at this facility that may impact water quality, air quality or groundwater? No air or groundwater quality concerns are expected nor is hazardous waste utilized at this facility. 5. Other: N/A PART IV - EVALUATION AND RECOMMENDATIONS The applicant, Carolina Water Service Inc. of NC, has requested renewal of the permit which allows the discharge of treated domestic wastewater produced from Lamplighter Village Subdivision. An on -site inspection revealed the facility to be well operated and maintained with no limits violations noted for the review period from March 1991 through February 1992. The receiving stream exhibited flow conditions (WLA done in 1987 revealed 7010 and 30Q2 of zero (0)) that should warrant the removal or relocation of the discharge or a reduction in limits in order to protect water quality. e Four Pending the v ew and approval by `C h ical Support recommended that the permit be nda tat Quality Re n. Date rOr 1 RATING SCALE FOR CLASSIFICATION OF FACILITIES Name of Plant: Owner or Contact Person: Mailing Address: County: YV1e c.1Gl€n_L�i� NPDES Permit No. NCOO ZSZ issue©ate: IG 4 Existing Facility Rated By: ‘ksQ,e, Reviewed (Train, & Cert. Reviewed (Train. & Cert. ORC 'PtIvrd 1-6 V I-, Plant Class: (circle one) ITEM (1) industrial Pretreatment Units andror Industrial Pretreatment Program, (see definition No, 33) (2) OFSIGN FLOW OF PLANT IN GPO (not applicable to non-contami.naled cooling waters, sludge handling facilities for water purification plants, totally closed cycle systems (def. No. 11), and facilities consisting only of Item (4) (d) or Items (4) (d) and (11) 6 -• 20,000 , „ . • 20,001 •. 50,000... 50,001 y 100,000.. 100,001 •• 250„000. 250,001 -- 500,000 .. . 500,001--1,000,000 r . 1,000,001 •• 2,000,000 .... , •_ 10 2,000,001 (and up) - rate 1 point additional for each 200,000 gpd capacity up to a maximum of 30 Design Flow (god) "7 Qj oOQ 3) PRELIMINARY UNITS (see definition no. 32) (a) Bar Screens...< ............................ or (b) Mechanical Screens, Static Screens or Comminuting Devices .......... . (c) Grit Removal . „ , Telephone: Nondisc. Per. No. Expiration Date - New Facility Rig, Of Date: 4 Central Office Grade POINTS Or (d) Mechanical or Aerated Grit Removal . , (e) Flow Measuring Device .. , . , . or (f) Instrumented Flow Measureme (g) Preaeration „ , .. , , ... _ (h) Influent Flow Equatization (i) Grease or Oil Separators - (j) Prechlorinalion Gravity.,,...,,,, Mechanical .. , , , „ , Dissolved Air Flotation. PRIMARY TREATMENT UNITS (a) Septic Tank (see definition no, 43) . (b) Imhoff Tank ...............,,,. (c) Primary Clarifiers ....... . (d) Settling Pond's or Settling Tanks or Inorganic Non -Toxic Materials (sludge handling facilities for water purification plants, sand, gravel, stone, and other mining operations except recreational activities such as gem or gold 4 8 2 1 2 1 2 2 3 8 5 2 IV Totg Points 4 Z. (5) SECONDARY TREATMENT UNITS (a) Carbonacec _s Stage (1)Aeratior, „ High Purity Oxygen System , .. Diffused Air System , . . Mechanical Air System (fixed, floating or rotor) , , , µ „ ,, . , . Separate Sludge Reaeration (ii) iricklrreg Filler High Rule,,,,,,,,,,,,,,, Standard Rale , ... Packed Tower„,,, ,,, (mil) Biolocical Aerated Filter or Aerated Bi Icti'u:al Fuller (iv) Aerates Lagoons , , . , . , ..... . (v) Rotating Biological Contactors 6 3 7 5 5 I 10 10 (vi) Sand Filters• intermittent biologrcal 2 recirculating biological a . , r , 3 (vii) Stabilization Lagoons , _ „ .. , ;T (viui)Clarilie' .............. ...•—,.,, (ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous rernoval by nitrification (see deL No. 12) (Points for this item have fa be in addition to items (5) (a) (i) thro4h (5) (a) (viii) , , , .. , , . , . • 6 (x) Nutrient additions to enhance BOD (xi) Siologioal Culture ('Super Bugs') addition to enhance organic compound removal ... „ „ 5 (b) Nitrogenous Stage (i) Aerai c- - High Purity Oxygen System . . , .. 20 Diffused Air System ,..,p, ,,, 10 Mechanical Air System (fixed, floating, or rotor) ..... , e Separate Sludge Reaeration , .. ng Filter High Rale .,.....,.,.... 7 Standard Rate ....... .... 5 Packed Tower ..a,,.,a..., gical Aerated Filter or Aerated ,........ 10 (iv) Roiatir,* Biological Contactors ..... 1 0 (v) Sand ('vi) C4ari rnterrrnrtlent biological . recircusating biological 3 2 5 (6) TERTIA;FTY OR ADVANCED TREATMENT UNIT (a) Activated Carbons Beds _ without carbon regeneration , 5 with carbon regeneration „ — , — . 1 5 powdered or Granular Activated Carbon Feed - without carbon regeneration . • _ 5 with carbon regeneration , 1 5 5 Denitrificalion Process (separate process} . . 1 0 Electrodialysis _ „ , . „ „ . , 5 Foam Separation „ • _ — • .. 5 (b) (c) (d) (e) (f) (9) (h) (t) (1) (k) (I) (m) (n) (o) (p) Land Application of Treated Effluent (see definition no, 22b) (not applicable for sand, gravel, stone and other similar mining operations) (i) on agriculturally managed sites (See del, No.4) 1 0 (ii) by high rate infiltration on non•agriculturally managed sites (includes rotary distributors and similar fixed nozzle systems) . . . . _ 4 (iii) by subsurface disposal (includes low pressure pipe systems and gravity systems except al plants consisting of septic tank and nitrifica- tion lines only) _ „ _ _ 4 Phosphorus Removal by Biological Processes (See del, No, 26) _ _ .... . „ „ — 2 0 Polishing Ponds without aeration „ , with aeration „ Post Aeration diffused or mechanical , Reverse Osmosis ...... • . • _ „ „ , _ Sand or Mixed•Media Filters - low rate „ , high rate . Treatment processes for removal or metal or Treatment processes for removal ol toxic materials other than metal or cyanide . _ _ , I SLUDGE TREATMENT (a) Sludge Digestion Tank - Healed 2 5 0 5 5 1 5 (10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9) (nat applicable to chemical additions rated as item (3) (1). (5) (a) (xi). (6) (a). (6) (b), (7) (b), (7) (e), (9) (a), (9) (b), or (9) (c) 5 points each: List- (11) MISCELLANEOUS UNITS (a) Holding Ponds, t 1ding Tank or eltling Ponds for Organic or ox s includirig wastes from mining operations containing nitrogen and/or phosphorous compounds in amounts signilicantly greater than is common for domestic wastewater , (b) Effluent Flow Equalization (not applicable to storage basins which are inherent in land application systems). 2 (c) Stage Discharge (not applicable to storage basins inherent in land application systems. 5 (d) Pumps„ 3 (e) Stand -By Power Suppty. 3 (I) Thermal Pollution Control Device„ 3 5 5 5 TOTAL POINTS CLASSIFICATION Class I 5 - 25 Points Class IL, 26- 50 Points Class III_ 51- 65 Points Class IV. 66- Up Points Facilities having a rating of one through four points, inclusive, do not require a certified operator. Classification of all other facilities requires a comparable grade operator in responsible charge. 1 5 Facilities having an activated sludge process will be assigned a minimum classification ot Class It, Unhealed _ , (b) Sludge Stabilization (chemical or thermal) _ (c) Sludge Drying Beds - Gravity . — „ Vacuum Assisted * (d) Sludge Elutriation „ , „ „ „ _ „ (e) Sludge Conditioner (chemical or thermal) , _ ( I) Sludge Thickener (gravity) , „ (g) Dissolved Air Flotation Unit (not applicable lo a unit rates as (3) (i) — . . 8 (h) Sludge Gas Utilization (including gas storage) — . 2 (i) Sludge Holding Tank - Aerated _ _ 5 Non -aerated . 2 0) Sludge Incinerator - (not including activated carbon regeneration) . _ 1 0 (k) Vacuum Filler, Centrifuge or Filler Press or other similar dewalering devices (8) SLUDGE DISPOSAL (including incinerated ash) 2 5 5 5 5 (b) Land Application (surface and subsurface) pee definition 22a) • -where the facility holds the land app. permit . . 1 0 '-by contracting to a land application operator who holds the land application permit _ „ , _ 2 -land application of sludge by a contractor who does not hold the permit for the wastewater treatment facility where the sludge is generated — _ . 1 0 (c) Landfilled (burial) . _ _ , , „ 5 (9) DISINFECTION (a) Chlorination ......... — (b) Dechlorination _ , — Facilities having treatment processes for the removal of melat or cyanide will be assigned a minimum classification of Class II Facilities having treatment processes or the biological removal of phosphorus will be assigned a minimum classification of Class 111 In -plant processes and related control equipment which are an integral part of industrial production shall not be considered waste treatment. Likewise, discharges of wastewater from residences having a design flow of 1,000 gpd or less, shall not be subject 10 rating. ADDITIONAL COMMENTS (d) Radiation ,GPR 0 6 1999 State of North Carolina Department of Environment, Health and Natur Division of Environmental Management 512 North Salisbury Street . Raleigh, North Carolina 27604 Jaynes G. Martin, Governor George T. Everett, „ .. William W. Cobey, Jr., Secretary April 1, 1992 Mr. CARL DANIEL CAROLINA WATER SERVICE INC. OF NC P. O. BOX 240705 CHARLOTTE, NORTH CAROLINA 28224 Dear Mr. DANIEL: Of LSYILLL AUL esources- Director Subject: Application o. NC0025259 a. CAROLINA WATER SERVICE INC. OF NC Utility Company Mecklenburg County The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials received on March 30, 1992. This application has been assigned the number shown above. Please refer to this number when making inquiries on this project. Your project has been assigned to Mack Wiggins for a detailed engineering review. A technical acknowledgement will be forthcoming. If this acknowledgement is not received within thirty (30) days, please contact the engineer listed above. Be aware that the Division's regional office, copied below, must provide recommendations from the Regional Supervisor for this project prior to final action by the Division. If you have any questions, please contact Mack Wiggins at (919) 733-5083. Sincerely,. Do Mooresville Regional Office s et, Safrit, P.E., Supervisor d Engineering Unit Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733.5083 An. Equal Opportunity Affirmative Action Employer NORTH CAROLINA DEPT . OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT ENVIRONMENTAL MANAGEMENT COMMISSION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM D US( WINO' FOR PAL KATI OAT( Rf Po be filed oily by services, wholesale and retail trade, and other commercial establishments including vessels Do not attempt to complete this form without reading the accceeanying instructions Please print or type 1. Name , address. and telephone number of facility producing discharge A. Nave Carolina Wa e-Sei i e Inc. of 8. Street address NCSR 4502 C. City Charlotte E, County Irlecklerur G. Telephone No 704 25-799Q Arta Code 2. SIC (Leave blank) 3. Number of employees 30+ 1. Nature of business Private Water and Sewer Ttility Company YEAR NO. DAY 4_5-iser7S 94t) . D. Stets C. r, 5. (a) Check here if discharge occurs arl yeartl, or co (b) Check the month(%) discharge occurs: 1.0 January 2.0Firbruary 3. 0 Plarch 4.0 Apri) 5. 0 Nay nr 6.0 June 7,0July 8.0 August 9.0 September 10.00c tabor 11 0 November 12.0 December cri (c) How many days per week: 1.01 2,0 2-3 3.0 4-5 4,0<6- 6. Types of waste water discharged to surface waters only (check as antlicable) Discharge per operating day A. Sanitary, daily average 5. Cooling water, etc., daily average — , C. Other dlscharge(s), daily average; Specify 0. -999 (1) How, gal ions per operating day 000-4999 (2) (3) 10,000- 49,909 ' (4) O. Maximum per operat- ing day for combined discharge (all types) XX kreitire discharging (percent) 29.9 (7) 30- 64.9 (8) 65- 94.9 (9) 500 - (10) X. 1. If any of the types of waste ide+n treated, are discharged to places es applicable. 6. either treated or cm - face esters, check below waste water is discharged to: a.1-999 (lj SysLAah r.. Septic tank D. Evaporation lagoon or pond E. Other. specify: 10.030-49,901 50,000 or more (4) 8. Number of separate discharge point Ann .02-3 C.04-5 9. Name of r+e AC chromi grease, Armes or waters discharge contain or i re of the following sub or processes: a maonid oppsr, iced, mercury, chlorine (residual). 6.©no Unnamed Tributary to McKee Creek in the Yadkin —Pee Dee ible for your discharge to contain result of your operations. beryllium, cadmium, lc, phenols, 041 and I certify that I am familiar with the information contained in the ap+plicatl that to the best of my knowledge end belief such information is true, commie accurate. Carl. Daniel Printed Name of Person Signing Vice. President Liver as'in North Carolina General. Statute 1d3--215.6 (b (2) provides t]hatt Atty person who knowingly makes any also statement represeitat cin, or certif .cation in any applicatioill,"record, report, pion,. or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commissicnt implementing that Article,, or eerie falsifies, tampers ui tb , or knvly renders inaccurate any recording or monitoring 4viu or tewiit3tod required to be ca operated or maintained under ATtictie 2.1,'oe regulattoeahr •of the Environmental Management Commie:, implementing that Article, ehali'be''•3 .city' of * misdemeanor punishable by aline not to exceed' Sio,non, or by imprieonmjeat not to exceed six months, or by both. (18 U.S.C. Section 1001 pro•; a punishment by a fine of -not more than $10,000 or imprisonment not more than 5 years, Or bot- for a similar offense.)