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NC0020231_Historical_2013
Regional Inspectors' Checklist for Field Parameters Facility Name: T.F Cw#-I WAE Regional Plant Inspector: ar S - A� NPDES #: C a'O 2a '2 Z Regional Inspector Contact # S F - ? 9 /- qzj Field Lab Certification #: 1�-3 Region: K a Lab Contact: , hd o Date: 5 y ) ya Y 1. Check the parameter(s) performed at this site for reporting purposes. ❑ Total Residual. Chlorine (TRC) rO Temperature (TEMP) ❑ Specific Conductivity (SC) R pH J2 Dissolved Oxygen (DO) ❑ Settleable Residue (SETT) H. General Laboratory note any exceptions in section XI Are instruments, meters, probes, photometric cells, etc. maintained in good condition? I KI Yes EINo Are standards, reagents and consumables used within manufacturer expiration dates? 0 Yes UNo RC gel standard is exempt.] Are the following itemsdocumentedwhere applicabille Item ` TRC ` H TEMP DO SC SETT Date of sample collection* Time of sample collection* Sample collector's initials or signature / Date of sample analysis* / Time of sample analysis* / Anal st initials or signature Sample location -Date and time of sample collection and analysis may be the same for in situ or on -site measurements. III.:-. Total Residual Chlorine . Total Residual Chlorine meter make and model: Is a check standard analyzed each day of use? Circle one: gel or liquid standard ❑ Yes ❑ No What is the assigned/observed value of the daily check standard? Is a 5-point calibration verificationperformed? Note date of last verification: ❑ Yes ❑ No Alternatively, does the lab construct a linear regression, using 5 standards, to calculate results? Note date of last calibration curve constructed: ❑ Yes ❑ No True values: ❑ pg/L ❑ mg/L Obtained values: pg/L El mg/L What program are samples analyzed on? Are results reported in proper units? Check one: /L Lj m /L Yes No Are results reported between the facility's permit limit and the compliance limit of 50 pg/L? If value is less than the low standard, report as "<x", where x=low standard conc. Yes Lj No Are samples analyzed within 15 minutes of collection? ❑ Yes El No IV. pH_ _ - pH meter make and model: ec !i SO Is the pH meter calibrated with at least 2 buffers per mfg's instructions each day of use? Note buffers used: 1 10 Yes ❑ No Is the pH meter calibration checked with an additional buffer each day of use? Note check buffer used: 44 ®Yes .❑ No Does the check buffer read within f0.1 S.U. of the known value? Z Yes ❑ No Are the following items documented: Meter calibration? Yes ❑ No Check buffer reading? Yes ❑ No Are samples analyzed within 15 minutes of collection? ILE Yes ❑ No Are sample results reported to 0.1 pH units? I EZ Yes ❑ No mperatuns What instrument(s) is used to measure temperature? Check all that apply: KpH meter ❑ DO meter Conductivity meter El Digital thermometer ❑ Glass thermometer Is the instrument/thermometer calibration checked at least annually against a NIST traceable or NIST certified thermometer? t 2—^ // — ZG ya Yes ❑ No ed on the instrument/thermomef? Are temperature corrections even if zero posted et Are samples measured in situ or on -site? [REQUIRED - there is no holding time for tem erature Are sample results reported in de rees C? Yes Yes Yes No ❑ No ❑ No Vt: Dissolved; Oxygen DO meter make and model: 0 K 0 6t= D Is the air calibration of the DO meter performed each dayof use? Yes No Are the following items documented: Meter calibration? Yes No Are samples analyzed within 15 minutes of collection? Yes Lj No Are results reported in m /L? Yes ❑ No VIC Conductivity Conductivity meter make and model: Is the meter calibrated daily according to the manufacturer's instructions? Note standard used this is generally a one -point calibration): Yes ❑ No Is a daily check standard analyzed? Note value: Yes No Are the following items documented: Meter calibration? Yes No Are samples analyzed within 28 days of collection? Yes No Are results reported in mhos/cm some meters display equivalentPS/cm units)? ❑ Yes No Vill. Settleable Residue Does the laboratory have an Imhoff Cone in good condition? ❑ Yes ❑ No Is the sample settled for 1 hour? ❑Yes ❑ No Is the sample agitated after 45 minutes? ❑Yes ❑ No Are the following items documented: Volume of sample analyzed? Note volume analyzed: Yes LJ No Date and time of sample analysis(settling start time)? ❑ Yes ❑ No Time of agitation after 45 minutes of settling? Yes ❑ No Sample analysis completion(settling end time)? ❑ Yes Lj No Are samples analyzed within 48 hours of collection? Yes No Are results reported in ml/L? F Yes Ej No IX. Was a paper trail (comparing contract lab and on -site data to DMR) performed? If so, list months reviewed: --vc, ( a- -A-0 z-) Q Yes ❑ No x Is follow-up by the Laboratory Certification program recommended? ❑ Yes No XI. Additional commQnts: Please submit a copy of this completed form to the Laboratory Certification program at: DWO Lab Certification, Chemistry Lab, Courier # 52-01-01 Electronic copies may be emailed to Iinda.chavisCa.ncdenr.aov. Revision 04/20/2012 ROY COOPER Governor DIONNE DELLFGATTI Secretary S. DANIEL SMITH Director Mr. Jonathan Franklin Town Administrator Town of Louisburg 110 West Nash Street Louisburg, NC 27549 NORTH CAROUNA Environmental Quality May 20, 2021 Subject: Compliance Evaluation Inspection Tar River Water Reclamation Facility Permit No. NCO020231 Franklin County Dear Mr. Franklin: On March 29, 2021, Cheng Zhang of the Raleigh Regional Office (RRO) conducted a compliance evaluation inspection of the subject facility. The assistance provided by Mr. Jimmy Ellington, the operator in responsible charge (ORC), and Mr. Richard Collins, the lab supervisor, was appreciated as it facilitated the inspection process. The inspection report is attached. The following observations were made: Tar River Water Reclamation Facility is permitted to discharge at a rate of 1.37 MGD and consist of: mechanical bar screen, aerated grit/grease removal, anaerobic selector, dual oxidation ditches (BioDeniopho Process), dual secondary clarifiers, three tertiary filters, ultraviolet disinfection, cascade aeration, aerobic digesters, and ultrasonic flow meter. The plant discharges into the Tar River, a WS-V NSW waters in the Tar -Pamlico River basin. 1. At the time of inspection, permit expired on September 30, 2019. Permit was renewed on February 25, 2021, became effective on April 1, 2021 and expires on September 30, 2025. Mercury minimization plan required in the expired permit was developed and implemented. 2. A new mechanical bar screen was installed at influent pump station about two years ago. Also installed was a septic receiving station which removes debris/grits and meters septage flow. 3. The dual oxidation ditches with BioDeniopho Process have been very effective in biological nutrient removal with the modified phases. It was noted that one mixer in one of the oxidation ditches was out of service and needed to be replaced (replacement mixer was on order at the time of inspection). Solids settled well in the two clarifiers. Two of the three tertiary filters were in service. Wasted sludge is settled first in the old clarifier of the original plant before being treated in the two aerobic digesters. 4. The ORC maintains a daily logbook. Lab results, chain -of -custody forms, and Discharge DE Q�� North Carolina Department of Environmental Quality I Division of Water Resources _ Raleigh Regional Office 13800 Barrett Drive I Raleigh. North Carolina 27609 •^�x••� /'� 919.791.4200 Monitoring Reports (DMRs) were complete and current, kept in good order and ready for review. July and December 2020 DMR data were compared to lab bench sheets; no data transcription errors were noted during the inspection. 5. The right of way to the Outfall 001 was well maintained. The effluent was observed to be clear and free of solids. No visible impacts were noted immediately downstream the effluent pipe. 6. Field lab parameter (Certificate No. 439) calibration and analysis records were reviewed during the inspection. This facility was found to be compliant with NPDES permit conditions as a result of this inspection. If you have any questions regarding the attached reports or any of the findings, please contact Cheng Zhang at: (919) 7914200 (or email: cheng zhang_(@,ncdenr.gov). Sincerely, EDoeu3igned by: f. hAkud B2918E8A832144F... Vanessa E. Manuel, Assistant Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Division of Water Resources Enclosure: EPA Water Compliance Inspection Report CC: Laserfiche Jimmy Ellington — ORC (electronic copy only) D E QJ� North Carolina Department of Environmental Quality I Division of Water Resources Raleigh Regional Office 13800 Barrett Drive I Raleigh. North Carolina 27609 e.a,� 919.791.4200 United States Environmental Protection Agency Form Approved. EPA Washington, D.C. 20460 OMB No. 2040-0057 Water Compliance Inspection Report Approval expires 8-31-98 Section A: National Data System Coding (i.e., PCS) Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type 1 (ti ( 2 IS I 3 I NC0020231 I11 12 21/03/29 17 18I C I 191 c I 201 I 211111 I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I II I I I I I r6 Inspection Work Days Facility Self-Mondoring Evaluation Rating B1 QA --Reserved 671 I 7072 N 73ILLJ 74 75_LL_L_L_L1 80 L _J 70LJ 71I Section B: FacilityData Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include Entry Time/Date Permit Effective Date POTW name and NPDES Dens@ Number) 10:10AM 21/03/29 16/03/01 Tar River Water Reclamation Facility W WTP Treatment Plant Rd Off Hwy 56 Exit Time/Date Permit Expiration Date Louisburg NC 27549 12:45PM 21/03/29 19/09/30 Name(s) of Onsite Representative(syTtles(s)/Phone and Fax Number(s) Other Facility Data /// Jimmy Wayne Ellington/ORC/919-496-5101/ Name, Address of Responsible OfficialRtle/Phone and Fax Number Billy FauIk,PO Box 468 Louisburg NC 27549//919-496-3236/ Contacted No Section C: Areas Evaluated During Inspection (Check only those areas evaluated) Permit 0 Flow Measurement Operations & Maintenar Records/Reports Self -Monitoring Progran 0 Sludge Handling Dispo: Facility Site Review EffluenUReceiving Wate Laboratory Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) (See attachment summary) Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date Chang Zhang saigiw4 by:DWR/RRO WQ/919-791-4200/ yu 5/20/2021 E71508E1EC41F ... Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date Dxuepma by: l/A,A.t,sia Matn� 5/20/2021 �132916E6A9321NF.. EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete. Page# NPDES yr/mo/day Inspection Type NCO020231 11 1 21/03/29 17 18 1 CI (Cont.) Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) At the time of inspection, permit expired on September 30, 2019. Permit was renewed on February 25, 2021, became effective on April 1, 2021 and expires on September 30, 2025. Mercury minimization plan required in the expired permit was developed and implemented. Facility is permitted to discharge at a rate of 1.37 MGD and consist of: mechanical bar screen, aerated grit/grease removal, anaerobic selector, dual oxidation ditches (BioDeniopho Process), dual secondary clarifiers, three tertiary filters, ultraviolet disinfection, cascade aeration, aerobic digesters, and ultrasonic flow meter. All treatment units were operable, except for one mixer in one of two oxidation ditched needed to be replaced. Review of records did not reveal dificiencies. Page# Permit: NCO020231 Inspection Date: 03/29/2021 Owner- Facility: 1a. ^iver Water Reclamation Facility WW Inspection Type: Compliance Evaluation Operations & Maintenance Yes No NA NE Is the plant generally clean with acceptable housekeeping? ❑ ❑ ❑ ❑ Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ ❑ ❑ Solids, pH, DO, Sludge Judge, and other that are applicable? Comment: The facility analyzes MLSS pH DO and sludge iudge for process control Permit Yes No NA NE (If the present permit expires in 6 months or less). Has the permittee submitted a new ❑ ❑ IN ❑ application? Is the facility as described in the permit? 0 ❑ ❑ ❑ # Are there any special conditions for the permit? 0 ❑ ❑ ❑ Is access to the plant site restricted to the general public? 0 ❑ ❑ ❑ Is the inspector granted access to all areas for inspection? 0 ❑ ❑ ❑ Comment: At the time of inspection permit expired on September 30 2019 Permit was renewed on February 25 2021 became effective on April 1 2021 and expires on September 30 2025 Mercury minimization plan required in the expired permit was developed and implemented. Record Keeping Yes No NA NE Are records kept and maintained as required by the permit? 0 ❑ ❑ ❑ Is all required information readily available, complete and current? M ❑ ❑ ❑ Are all records maintained for 3 years (lab. reg. required 5 years)? M ❑ ❑ ❑ Are analytical results consistent with data reported on DMRs? 0 ❑ ❑ ❑ Is the chain -of -custody complete? 0 ❑ ❑ ❑ Dates, times and location of sampling Name of individual performing the sampling Results of analysis and calibration M Dates of analysis Name of person performing analyses Transported COCs Are DMRs complete: do they include all permit parameters? IN ❑ ❑ ❑ Has the facility submitted its annual compliance report to users and DWQ? 0 ❑ ❑ ❑ (If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified ❑ ❑ 0 ❑ operator on each shift? Is the ORC visitation log available and current? M ❑ ❑ ❑ Is the ORC certified at grade equal to or higher than the facility classification? M ❑ ❑ ❑ Page# 3 Permit: NCO020231 Owner • Facility: Ta..... Water Reclamation Facility WW Inspection Date: 03/29/2021 Inspection Type: Compliance Evaluation Record Keeping Yes No NA NE Is the backup operator certified at one grade less or greater than the facility ❑ ❑ ❑ classification? Is a copy of the current NPDES permit available on site? M ❑ ❑ ❑ Facility has copy of previous year's Annual Report on file for review? 0 ❑ ❑ ❑ Comment: Pump Station - Influent Yes No NA NE Is the pump wet well free of bypass lines or structures? ■ ❑ ❑ ❑ Is the wet well free of excessive grease? 0 ❑ ❑ ❑ Are all pumps present? 0 ❑ ❑ ❑ Are all pumps operable? ■ ❑ ❑ ❑ Are float controls operable? ■ ❑ ❑ ❑ Is SCADA telemetry available and operational? N ❑ ❑ ❑ Is audible and visual alarm available and operational? 0 ❑ ❑ ❑ Comment: Influent Sampling Yes No NA NE # Is composite sampling flow proportional? ❑ 0 ❑ ❑ Is sample collected above side streams? 0 ❑ ❑ ❑ Is proper volume collected? M ❑ ❑ ❑ Is the tubing clean? 0 ❑ ❑ ❑ # Is proper temperature set for sample storage (kept at less than or equal to 6.0 ■ ❑ ❑ ❑ degrees Celsius)? Is sampling performed according to the permit? ❑ ❑ ❑ Comment: Time Paced composite samples are collected at influent. Flow Measurement - Influent Yes No NA NE # Is flow meter used for reporting? ❑ 0 ❑ ❑ Is flow meter calibrated annually? 0 ❑ ❑ ❑ Is the flow meter operational? 0 ❑ ❑ ❑ (If units are separated) Does the chart recorder match the flow meter? ❑ ❑ M ❑ Comment: Calibrated on 8/27/2020 Page# 4 Permit: NCO020231 Owner - Facility: Ta .... _r Water Reclamation Facility WW Inspection Date: 03/29/2021 Inspection Type: Compliance Evaluation Bar Screens Yes No NA NE Type of bar screen a.Manual ❑ b.Mechanical Are the bars adequately screening debris? N ❑ ❑ ❑ Is the screen free of excessive debris? M ❑ ❑ ❑ Is disposal of screening in compliance? 0 ❑ ❑ ❑ Is the unit in good condition? ■ ❑ ❑ ❑ Comment: Primary mechanical bar screen was installed about two years ago. Grit Removal Yes No NA NE Type of grit removal a.Manual ❑ b.Mechanical Is the grit free of excessive organic matter? ■ ❑ ❑ ❑ Is the grit free of excessive odor? 0 ❑ ❑ ❑ # Is disposal of grit in compliance? 0 ❑ ❑ ❑ Comment: The grit/grease unit is operated manually by operators (6 times/day). Grease Removal Yes No NA NE # Is automatic grease removal present? 0 ❑ ❑ ❑ Is grease removal operating properly? 0 ❑ ❑ ❑ Comment: The grit/grease unit is operated manually by operators (6 times/day). Oxidation Ditches Yes No NA NE Are the aerators operational? 0 ❑ ❑ ❑ Are the aerators free of excessive solids build up? ■ ❑ ❑ ❑ # Is the foam the proper color for the treatment process? 0 ❑ ❑ ❑ Does the foam cover less than 25% of the basin's surface? ■ ❑ ❑ ❑ Is the DO level acceptable? 0 ❑ ❑ ❑ Are settleometer results acceptable (> 30 minutes)? ■ ❑ ❑ ❑ Is the DO level acceptable?(1.0 to 3.0 mg/1) 0 ❑ ❑ ❑ Are settelometer results acceptable?(400 to 800 ml/I in 30 minutes) ■ ❑ ❑ ❑ Page# 5 Permit: NCO020231 Inspection Date: 03/29/2021 Oxidation Ditches Owner- Facility: T:....._r Water Reclamation Facility WW Inspection Type: compliance Evaluation Yes No NA NE Comment: Two BioDeniopho Units (ditches) in series, each with two mixers and two rotor aerators and six phases. One mixer was out of service and needed to be replaced (replacement mixer ordered and waiting for delivery). Facility was operating with 4 phases in each ditch (two anoxic and two oxic) at the time of inspection. Nutrient Removal Yes No NA NE # Is total nitrogen removal required? 0 ❑ ❑ ❑ # Is total phosphorous removal required? 0 ❑ ❑ ❑ Type Biological # Is chemical feed required to sustain process? ❑ IN ❑ ❑ Is nutrient removal process operating properly? IN ❑ ❑ ❑ Comment: Nitrogen and phosphorous are biologically removed without the need of chemical feed. Secondary Clarifier Is the clarifier free of black and odorous wastewater? Is the site free of excessive buildup of solids in center well of circular clarifier? Are weirs level? Is the site free of weir blockage? Is the site free of evidence of short-circuiting? Is scum removal adequate? Is the site free of excessive floating sludge? Is the drive unit operational? Is the return rate acceptable (low turbulence)? Is the overflow clear of excessive solids/pin floc? Is the sludge blanket level acceptable? (Approximately'/. of the sidewall depth) Yes No NA NE IN ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ M ❑ ❑ ❑ Comment: One clarifier was rehabed recently, the other will be rehabed in the near future Weirs were covered to prevent algae growth. Sludge blanket was between 1 to 2 feet Scam pump station with one Dump. Filtration (High Rate Tertiary) Yes No NA NE Type of operation: Up flow Is the filter media present? IN ❑ ❑ ❑ Is the filter surface free of clogging? IN ❑ ❑ ❑ Is the filter free of growth? 0 ❑ ❑ ❑ Is the air scour operational? N ❑ ❑ ❑ Page# 6 Permit: NCO020231 Owner -Facility: T- ...-,r Water Reclamation Facility WW Inspection Date: 03/29/2021 Inspection Type: Compliance Evaluation Filtration (High Rate Tertiary) Yes No NA NE Is the scouring acceptable? 0 ❑ ❑ ❑ Is the clear well free of excessive solids and filter media? 0 ❑ ❑ ❑ Comment: Three Parkson filters, two in service. filters are backwashed constantly. Disinfection - UV Yes No NA NE Are extra UV bulbs available on site? 0 ❑ ❑ ❑ Are UV bulbs clean? 0 ❑ ❑ ❑ Is UV intensity adequate? M ❑ ❑ ❑ Is transmittance at or above designed level? N ❑ ❑ ❑ Is there a backup system on site? 0 ❑ ❑ ❑ Is effluent clear and free of solids? ■ ❑ ❑ ❑ Comment: UV channel with two banks of UV lamps. Pumps-RAS-WAS Yes No NA NE Are pumps in place? ■ ❑ ❑ ❑ Are pumps operational? 0 ❑ ❑ ❑ Are there adequate spare parts and supplies on site? 0 ❑ ❑ ❑ Comment: One RAS and one WAS Dump. One larger RAS pump on site as backup. Effluent Sampling Yes No NA NE Is composite sampling flow proportional? 0 ❑ ❑ ❑ Is sample collected below all treatment units? 0 ❑ ❑ ❑ Is proper volume collected? N ❑ ❑ ❑ Is the tubing clean? ■ ❑ ❑ ❑ # Is proper temperature set for sample storage (kept at less than or equal to 6.0 ■ ❑ ❑ ❑ degrees Celsius)? Is the facility sampling performed as required by the permit (frequency, sampling type ❑ ❑ ❑ representative)? Comment: Flow Measurement - Effluent Yes No NA NE # Is flow meter used for reporting? ■ ❑ ❑ ❑ Is flow meter calibrated annually? ■ ❑ ❑ ❑ Is the flow meter operational? N ❑ ❑ ❑ Page# 7 Permit: NCO020231 Inspection Date: 03/29/2021 Flow Measurement - Effluent Owner -Facility: Tar miner Water Reclamation Facility WW Inspection Type: Compliance Evaluation (If units are separated) Does the chart recorder match the flow meter? Comment: Calibrated on 8/27/2020. Effluent Pipe Is right of way to the outfall properly maintained? Are the receiving water free of foam other than trace amounts and other debris? If effluent (diffuser pipes are required) are they operating properly? Comment: Standby Power Is automatically activated standby power available? Is the generator tested by interrupting primary power source? Is the generator tested under load? Was generator tested & operational during the inspection? Do the generator(s) have adequate capacity to operate the entire wastewater site? Is there an emergency agreement with a fuel vendor for extended run on back-up power? Is the generator fuel level monitored? Yes No NA NE ❑ ❑ M ❑ Yes No NA NE ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ■ ❑ Yes No NA NE ■ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ Comment: The generator is capable to run about half the plant without phasing. 600-gallon diesel tank for the generator. Laboratory Yes No NA NE Are field parameters performed by certified personnel or laboratory? ■ ❑ ❑ ❑ Are all other parameters(excluding field parameters) performed by a certified lab? M ❑ ❑ ❑ # Is the facility using a contract lab? 0 ❑ ❑ ❑ # Is proper temperature set for sample storage (kept at less than or equal to 6.0 ❑ ❑ ❑ degrees Celsius)? Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees? 0 ❑ ❑ ❑ Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees? ❑ ❑ 0 ❑ Comment: Facility analyzes field parameters TSS ammonia and fecal coliform Other parameters are analyzed by contract labs Aerobic Digester Is the capacity adequate? Is the mixing adequate? Yes No NA NE ■ ❑ ❑ ❑ ❑ ❑ ❑ Page# 8 Permit: NCO020231 Owner -Facility: T !r Water Reclamation Facility WW Inspection Date: 03/29/2021 Inspection Type: Compliance Evaluation Aerobic Digester Yes No NA NE Is the site free of excessive foaming in the tank? 0 ❑ ❑ ❑ # Is the odor acceptable? 0 ❑ ❑ ❑ # Is tankage available for properly waste sludge? N ❑ ❑ ❑ Comment: Two aerobic digesters each was about half full at the time of inspection. Waste sludoe the digesters. Drying Beds Yes No NA NE Is there adequate drying bed space? 0 ❑ ❑ ❑ Is the sludge distribution on drying beds appropriate? 0 ❑ ❑ ❑ Are the drying beds free of vegetation? 0 ❑ ❑ ❑ # Is the site free of dry sludge remaining in beds? 0 ❑ ❑ ❑ Is the site free of stockpiled sludge? 0 ❑ ❑ ❑ Is the filtrate from sludge drying beds returned to the front of the plant? ❑ ❑ 0 ❑ # Is the sludge disposed of through county landfill? ❑ M ❑ ❑ # Is the sludge land applied? ■ ❑ ❑ ❑ (Vacuum filters) Is polymer mixing adequate? ❑ ❑ M ❑ Comment: 6 drying beds are not used to dry sludge. One bed was used to hold rags from sewer Dump station wet wells. Upstream / Downstream Sampling Yes No NA NE Is the facility sampling performed as required by the permit (frequency, sampling type, 0 ❑ ❑ ❑ and sampling location)? Comment: Member of Tar -Pamlico Basin Association. Page# 9 WATER POLLUTION C( ROtSYSTEM OPERATOR DES1131"- 0"Nilrbw (WPCSOCC) • NCAC 15A 8G .0201 NOY 16 2a Press TAB to enter information Permittee Owner/Officer Name: Jonathan Franklin Raleigh R� Email Address: jranklin@townoflouisburg.org — Permittee Signature: Facility Name: Louisburg Water Reclamation Facility SUBMIT A SEPARATE FORA FOR EACH CLASSIFICATION OF SYSTEM: Date: �v Permit# NCO020231 Facility Type: WW Q Facility Grade: IV Q ORC - OPERATOR IN RESPONSIBLE CHARGE Print Full Name: Jimmy Wayne Ellington Work Phone: 9194962677 Certificate Type: WW Q Certificate Grade: IV Q Certificate #: 10505 Email Address: Signature: Effective Date: certify that I agree to my sig i as the Operat r in Responsible Charge for the facility noted. 1 understand and will abide by the rules and regulations pertaining t responsibilities of the ORC asset forth in 15A NCAC 08G .0204 and failing to do so can result in Disciplinary Actions by the Water Poll tion Control System Operators Certification Commission." BACKUP ORC Print Full Name: Stephen Brett Gilliam Work Phone: 9194962677 Certificate Type: WW 0 Certificate Grade: IV Q Certificate #: Email Address: sbgilliam85@aol.com , I . , A Signature: 1002185 Effective Date: // /O — .-2Oc2O "I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 1SA NCAC 08G .0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Mail, fax or email W PCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618 ORIGINALto: Email: certadmin@ncdenr.gov Fax:919-715-2726 Mail or Fax a COPY to: Asheville Fayetteville 2090 US Hwy 70 225 Green St., Suite 714 Swannanoa, NC 28778 Fayetteville, NC 28301-5043 Fax:828-299-7043 Fax:910-486-0707 Phone:828-296-4500 Phone:910-433-3300 Washington 943 Washington Sq. Mall Washington, NC 27889 Fax:252-946-9215 Phone:252-946-6481 Wilmington 127 Cardinal Dr. Wilmington, NC 28405-2845 Fax:910-350-2004 Phone:910-796-7215 Mooresville Raleigh 610 E. Center Ave., Suite 301 3800 Barrett Dr. Mooresville, NC 28115 Raleigh, NC 27609 Fax:704-663-6040 Fax:919-571-4718 Phone:704-663-1699 Phone:919-791-4200 Winston-Salem 45 W. Hanes Mill Rd. Winston-Salem, NC 27105 Fax: 336-776-9797 Phone: 336-776-9800 Revised W019 qAi• a'r44 ! WER ` !•-y r > .L S. REGAY CULPEPPER Nou r r- CAROLINA Envlranwnraf Quafrty zrtified Mail # 7017 2680 0000 2236 7825 return Receipt Requested December 18, 2019 Doug Dunne Toney Lumber Co Inc PO Box 447 Louisburg, NC 27549 SUBJECT: NOTICE OF VIOLATION Tracking Number: NOV-2019-LR-0126 Permit No. NCO089010 Louisburg Lumber Mill Franklin County Dear Dunne: I>✓l�ol< y A review of the September 2019 Discharge Monitoring Report (DMR) for the subject facility revealed the violation indicated below: Reporting Violation: Sample Location Parameter Date Type of Violation 10/31/2019 Late/Missing DMR Remedial actions, if not already implemented, should be taken to correct any noted problems. The Division of Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial construction activities, then you may wish to consider applying for a Special Order by Consent (SOC). _��--V_EQ' . If you have any questions concerning this matter or to apply for an SOC, please contact Mitchell Hayes of the Raleigh Regional Office at 919-791-4200. Sincerely, Scott Vinson, Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Division of Water Resources, NCDEQ Cc: WQS Raleigh Regional Office - Enforcement File NPDES Complianfe/ nforcement Unit - Enforcement File Laserfiche IZf�01 ROY COOPER Gareenw MICHAEL S. RECAN Secwary LINDA CULPEPPER A'. n. y^ui NORth CAROUNA Environmental Quality Certified Mail # 7017 2680 0000 2236 7825 Return Receipt Requested December 18, 2019 Doug Dunne Toney Lumber Co Inc PO Box 447 Louisburg, NC 27549 SUBJECT: NOTICE OF VIOLATION Tracking Number: NOV-2019-LR-0125 Permit No. NCO089010 Louisburg Lumber Mill Franklin County Dear Mr. Dunne: A review of the August 2019 Discharge Monitoring Report (DMR) for the subject facility revealed the violation indicated below: Reporting Violation: Sample Location Parameter Date Type of Violation 10/1/2019 Late/Missing DMR Remedial actions, if not already implemented, should be taken to correct any noted problems. The Division of Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of a continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial construction activities, then you may wish to consider applying for a Special Order by Consent (SOC). If you have any questions concerning this matter or to apply for an SOC, please contact Mitchell Hayes of the Raleigh Regional Office at 919-791-4200. Sincerely, Scott Vinson, Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Division of Water Resources, NCDEQ Cc: WQS Raleigh Regional Office - Enforcement File NPDES Compli nc /Enforcement Unit - Enforcement File Laserfiche PP I L/"iI E S N:rt^£ia �:-e'uaGs^.- ICE -srt� -_ _ e' ,_ . vL_.. ! i Fae+F xe :H:x :c__• Deck, Erin M From: jimmy ellington <fedleyforest@yahoo.com> Sent: Wednesday, February 20, 2019 4:03 PM To: Deck, Erin M Subject: [External] Louisburg WWTP equipment down CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.soam@nc.aov :;;:.-:.;.�.... Erin, Per our phone conversation I am sending you this email. Secondary clarifier 1 had to be shut down Sunday night approximately 0830. It was later determined that all electrical control functions where fine, but we had a possible gearbox failure. This type of work would require outside assistance. My crew has drained the clarifier and shut down all controls. I contacted Russell Underwood with Charles R. Underwood, Inc. to come out and assess the problem and talk about repair and cost. This meeting should hopefully take place in a couple of days. A project for rehab of both clarifiers was previously submitted to the State for possible grant and we should find out if we qualify in a couple of weeks. Louisburg officials obviously would like to see if we can fix this with a grant as previously planned. My experience with this process is if we get the grant it could be a year before the project begins. So, which ever avenue my people decide to take, I think this clarifier could be down for a while. We can continue to treat and remain compliant with one clarifier, but you should also know that both of these clarifiers are 25 years old. Which is why we where seeking a grant for rehab. I have made my people aware of my concerns based on the age of the still functioning clarifier. If you have any questions please let me know. Thanks for your time. Jimmy Ellington WWTP ORC Town of Louisburg Sent from Yahoo Mail for iPad Jimmy Ellington (ORC) of Town of Louisburg RLAP WQ0005981 and NC0020231 called Ray Milosh on June 1, 2018 to say that the influent station is being rehabbed. The process will take most of a year. The influent station is currently being bypassed to take measurements and will occasionally be put back into service or bypassed as parts arrive and are installed. Town of Louisburg, NC Service Area Common Sources of Mercury Annual Survey Axiom Dentistry of Louisburg Comments: 12-11-2018, spoke with Dr. Lee Currin. Dr. Currin explained that the practice has an ADA approved amalgam separator and uses no mercury thermometers. This complies with EPA Rules. Franklin Plaza Dental Center Comments: 12-12-2018, spoke to Patsy Cash (office manager). Mrs. Cash explained that the practice has an ADA approved amalgam separator and uses no mercury thermometers. This complies with EPA rules. Louisburg Family Dentistry Comments: 12-17-2018, spoke with Dr. Don Lee. Dr. Lee explained that the practice has an ADA approved amalgam separator and uses no mercury thermometers. This complies with EPA rules. Hardy & Hardy Family Dentistry Comments: 12-19-2018, spoke with Dr. James Hardy. Dr. Hardy explained that the practice stopped using amalgam material 10 years ago and has a vacuum system that includes an amalgam trap and uses no mercury thermometers. This complies with EPA rules. Survey Prepared by: Date 16? -/ 5 -"�OlT Town of Louisburg, NC Service Area Common Sources of Mercury Axiom Dentistry of Louisburg 117 South Bickett Blvd. 919-298-2008 Franklin Plaza dental Center 311 South Bickett Blvd. #311 919-853-6453 Louisburg Family Dentistry 531 South Bickett Blvd. 919-496-1100 Hardy & Hardy Family Dentistry 122 Jolly Street 919-496-3088 MERI TECH, INC. ,€ ENVIRONMENTAL LABORATORIES ' Laboratory Certification No. 165 Client: Louisburg WRF DateSanq,Icd 09/1^^>,'17 I10 West Nash Street Digested 09/21/17 Louisburg, NC 27549 Analysis 09/27/17 Attention Richard Collins Analyst: CWL NPDES# EPA 1631 Low Level Mercury Analysis Mcritech ID 0 Sample ID Result Reporting Limi[ MBLK0728UU Method Blank <0.5 ng/L 0.5 ng/L M09211705 Field Blank 1.32 ng/L 1.0 ng/L M09211706 Effluent 6.70 ng/L 1.0 ng/L M09211707 Field Blank 1.74 ng/L 1.0 ng/L M09211708 Influent 82.4 ng/L 1.0 ng/L I hereby certify that I have reviewed and approve these data. ii.TLl.'.ty/ Laboratory Representative 642 Tamco Rd - PO Box 27 - Reidsville, NC 27320 (336) 342-4748 Ph - (336) 342-1522 Fax E-Mail: kris.pawlak@meritechlabs.com TOWN OF LOUISBURG MUNICIPAL MERCURY MINIMIZATION PLAN October 01, 2017 SECTION I - PURPOSE The purpose of this Mercury Minimization Plan ("MMP") is to describe best management practices through which The Town of Louisburg will seek to reduce the amount of mercury discharged into its system and, ultimately, to the environment. The MMP compiles mercury reduction -related efforts to -date and potential future action items. It is designed to be a working document to help guide The Town of Louisburg in its efforts to control mercury loadings discharged into its Publicly -Owned Treatment Works (POTW) by users of the sewer system. Such a reduction in loadings to the sewer system should translate to a reduction in the amount of mercury which is discharged from the treatment plant. The management practices summarized below may also help control some of the mercury reaching our storm sewer system as well. SECTION II — FACILITY DESCRIPTION The Town of Louisburg operates a publicly owned treatment works (POTW), including a collection system and wastewater treatment plant (WWTP), that serves The Town of Louisburg, North Carolina. Permitted 1.37 mgd POTW located NC hwy. 56 East, southeast of Louisburg, Franklin Co. consisting of the following processes: Mechanical bar screen Aerated grit / grease removal Anaerobic selector Dual oxidation ditches (BioDenipho aka biological nitrogen phosphorus removal process) - Dual secondary clarifiers - *Three cell tertiary filter* - Ultraviolet disinfection - Cascade aeration - Dual aerobic digesters - Ultrasonic flow meter POTW discharges treated wastewater through outfall 001 into the Tar River that is a classified WS-V NSW waters in the Tar Pamlico River Basin. POTW has been consistently compliant since beginning operation in 1993. Most municipal treatment plants are not designed to remove mercury and it is exceedingly expensive to do so to very low levels. Incidental mercury removal occurs through typical municipal treatment with trace levels of mercury (and other metals) ending up in solids removed from the raw wastewater. Mercury is not used in the treatment processes at the WWTP. Mercury may be introduced into the sewer system through a variety of sources, such as from industrial users, laboratories, and other businesses. Residual deposits of mercury are also possible in the sewer system from historic practices. Finally, trace amounts from household products and atmospheric deposition (both wet and dry) contribute to sewer system mercury loadings. While there is typically some mercury contributed to public sewer systems statewide, it is usually in minute quantities and comprises a tiny portion of the already insignificant statewide loading for all point sources -just two percent of the annual mercury loadings to all State waters. SECTION III — PROGRAM PLAN A. EVALUATION OF POTENTIAL NON -DOMESTIC SOURCES CONTRIBUTING MERCURY TO THE POTW Within 24 months from the NPDES required 180-day period for development of an MMP, , the Town of Louisburg will evaluate available information to assess the potential for non -domestic users of the sewer system to contribute mercury to the system. The information to be reviewed may include: (1) POTW influent and effluent mercury data and trends; (2) industrial user permits and associated mercury monitoring data; (3) Toxics Release Inventory (TRI); (4) state hazardous site registry and the National Priority List relating to mercury contamination; and (5) historical records of industrial sites which may have contributed mercury loadings to the sewer system. The Town of Louisburg will also survey and evaluate the following common sources of mercury in its service area: (1) dentist offices; (2) hospitals; (3) laboratories; (4) auto recyclers; and (5) other potential sources of mercury based on existing information. The Town of Louisburg will request that industrial users review mercury concentrations in high -volume process chemicals and demonstrate that the mercury concentrations are below industry average. The Town of Louisburg will request that alternative sources for chemicals be explored if the mercury levels are determined to be significantly higher than would normally be expected. The evaluation of potential non -domestic sources of mercury to the sewer system will be updated every five years, as warranted by prior sampling results and any additional new potentially significant sources to the system. B. ADDITIONAL CONTROL MEASURES This MMP identifies reasonable and cost-effective control measures to minimize mercury being discharged into the POTW. Below is a listing of initial BMPs for this POTW. Pollution Prevention Substances used at the W WTP will be evaluated to determine if they contain mercury or mercury -based compounds. Any such chemicals will be evaluated for substitution with non -mercury -containing substances. Housekeeoine. Swill Control and Collection. and Education The Town of Louisburg will develop procedures to minimize the possibility of any spill or release at the WWTP involving mercury containing substances. The Town of Louisburg will add mercury identification and proper disposal to ongoing and future operator training procedures. Public Outreach The Town of Louisburg will make available educational information regarding sources of household mercury and appropriate use/disposal practices. This information may be posted on the Town of Louisburg's website. The availability of this information will be highlighted in [insert utility's chosen time frame] outreach to Town of Louisburg's customers. The Town of Louisburg will also facilitate public awareness regarding community collection points for mercury -containing products from residents/customers for proper disposal. Periodic reminders of such collection programs will be provided as part of the Town of Louisburg's ongoing public outreach. Laboratory Practice The Town of Louisburg operates a laboratory for purposes of complying with state and federal monitoring and sampling requirements. The laboratory is a potential source of small quantities of mercury -containing compounds. Laboratory employees will be trained in the proper handling and disposal of these materials. The laboratories have also replaced mercury thermometers with non -mercury thermometers, whenever practical. C. TRACKING AND MONITORING In order to assess the implementation of the control measures, the Town of Louisburg proposes to undertake the following evaluations beginning after the first full year that this MMP is implemented: 1. Survey annually at least ten percent (10°%) of any non -domestic users identified as possible significant sources of mercury to the POTW; 2. Track the implementation of the programs outlined above; 3. Monitor influent mercury at least annually. Require significant non -domestic sources of mercury to monitor periodically, as warranted; and 4. Measure effluent mercury as required by the NPDES permit. These efforts will allow the Town of Louisburg to establish a baseline of influent and effluent mercury levels to assist in identifying any trends in mercury contributions from domestic and non -domestic users of the sewer system. This baseline will be tracked annually. SECTION IV — IMPLEMENTATION OF CONTROL MEASURES The Town of Louisburg will implement the control measures summarized in Section III over the permit term and will update this MMP as warranted. SECTION V - REPORTING A summary of the MMP activities will be submitted as part of the NPDES permit renewal process. NC Department of Environment and Natural Resources Model Mercury Minimization Plan Backtrround The North Carolina Department of Environment and Natural Resources, Division of Water Resources (DENR), has issued a statewide total maximum daily load (TMDL) for mercury. The TMDL responds to a statewide fish consumption advisory for mercury. The TMDL calls for a 67% reduction in mercury levels from the year 2002 baseline mercury loading. The ultimate goal of the TMDL is to ensure safe - levels of mercury in fish throughout North Carolina for human consumption. As explained in the TMDL, 98 percent of mercury in North Carolina waters comes from atmospheric sources — the vast majority of which are located outside of the State. Under the Clean Water Act, atmospheric deposition of mercury into surface waters is regarded as a nonpoint source. Minor amounts of mercury are discharged directly into surface waters by industrial and municipal point sources as a group. Specifically, the TMDL determined that point sources contribute less than two (2) percent of the annual mercury loadings to State waters. The TMDL allocates two percent of the statewide allowable loadings collectively to the point source sector. This does not mean that an individual discharger may not have significant levels of mercury in its discharge in terms of local water quality considerations. While we expect such instances to be rare based upon the Department's review of statewide mercury data, dischargers with higher mercury loadings will be expected to implement more aggressive mercury controls. Notably, unlike any other source, local governments actually reduce mercury loadings in the environment by first filtering mercury out in the treatment of public drinking water (particularly where the source of raw drinking water is surface water) and then a second time when wastewater is treated. In order to implement the two percent point source sector wasteload allocation, the Department has developed a point source permitting strategy which is located at http://portal.ncdenr.org/web/wg/ps/mtu/tmdl/tmdls/mercua . The Environmental Management Commission has approved both the TMDL and the Permitting Strategy. The permitting strategy calls for certain point sources to develop and implement mercury minimization plans (MMPs). For POTWs, an MMP will be required if the facility has (1) a permitted design capacity of more than two million gallons per day and (2) mercury at quantifiable levels in their effluent. MMPs feature best management practices and have been implemented successfully in numerous states around the country. The attached document is [Utility namel's MMP. Typically, MMPs focus on pretreatment controls — a local government's interaction with non -domestic users of its sewer system as well as outreach to the public at large regarding the proper use and disposal of household products containing mercury. The MMP approach is intended as a reasonable, low-cost approach toward making some progress toward managing the two percent loading statewide from point sources. Mercury treatment and even testing is very expensive and does not make sense to reduce a small part of the already insignificant two percent overall point source annual loading to State waters. +.:,Aow� -CI fOLRNAL.- DATE RLIG-30- � TIME 12:20 *" m,:,E - PETURY TRANSMISSION START=AUG-30 12:16 END-ROG-30 12:20 FILE ND.-823 STN CUM. ONE -TOUCH/ STATION NAIE/TEL NO. PACES DLRATION NO. POSIR NO. 001 OK a 9197887159 013/013 130:02:46 -TOIJN OF Laum"G - n.r.±a�»aw+K: v:wsowwrc*.rcw»:nx»*xwr --ww:.r� - 919 4% 6319- �tr* .OUISBURG WRF FAX COVER SHEET F `,JF,: August 30, 2016 'TO: Mitch Hayes / Fax 919-788-7159 FROM: Jimmy Ellington / Louisburg PAGES tmcLunimccivrim: 13 C VYMENTS: ( 0 ,41# 1016 PPA. J am also including the 2015 PPA because I do not think I sent it in last year. I am aLo sending this info. to central riles as requested in my I Any question call 919-496-2677. Thanks 9 tl1 4er-itech, Inc. Environmental Laboratory i Laboratory Certification No. 165 Contact: Richard Collins Report Date: 7/13/2016 Client: Louisburg, Town of NPDES#: NCO020231 110 West Nash St Project: PPA Louisburg NC 27549 Date Sample Rcvd: 6/30/2016 Meritech Work Order # 06301683 Sample: Effluent Composite 6/29-30/16 Parameters Result Analysis Date Reporting Limit Method Total Dissolved Solids 80 mg/L 7/1/16 10.0 mg/L SM 2540C Ammonia, Nitrogen <0.1 mg/L 7/5/16 0.1 mg/L EPA 350.1 TKN 1.26 mg/L 7/7/16 0.20 mg/L EPA 351.1 Nitrate/Nitrite, Nitrogen 1.39 mg/L 7/1/16 0.10 mg/L EPA 353.2 Nitrogen, total 2.65 mg/L 7/8/16 0.20 mg/L EPA 353.2 Antimony, total <0.025 mg/L 7/5/16 0.025 mg/L EPA 200.7 Arsenic, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Beryllium, total <0.005 mg/L 7/5/16 0.005 mg/L EPA 200.7 Cadmium, total <0.002 mg/L 7/5/16 0.002 mg/L EPA 200.7 Chromium, total <0.005 mg/L 7/5/16 0.005 mg/L EPA 200.7 Copper, total 0.006 mg/L 7/5/16 0.002 mg/L EPA 200.7 Lead, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Magnesium, total 2.40 mg/L 7/11/16 0.005 mg/L EPA 200.7 Nickel, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Selenium, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Silver, total <0.005 mg/L 7/5/16 0.005 mg/L EPA 200.7 Thallium, total <0.020 mg/L 7/5/16 0.020 mg/L EPA 200.7 Phosphorus, total 0.174 mg/L 7/5/16 0.020 mg/L EPA 200.7 Zinc, total 0.058 mg/L 7/5/16 0.010 mg/L EPA 200.7 Hardness (titration) 32 mg/L 7/7/16 1 mg/L SM 2340C EPA 625 Attached 7/11/16 625 Meritech Work Order # 06301684 Sample: Effluent Grab 6/30/2016 Parameters Result Analysis Date ReportingLimit imit Method Cyanide, total <0.005 mg/L 7/1/16 0.005 mg/L EPA 335.4 EPA 624 Attached 7/1/16 624 Oil & Grease (HEM) <5 mg/L 7/2/16 5 mg/L EPA 1664A Phenols, total 0.032 mg/L 7/7/16 0.010 mg/L EPA 420.1 I hereby certify that I have reviewed and approve these data. 642 Tamco Road, Reidsville, North Carolina 27320 ERI TECH, h v C. Environmental Laboratories + R Laboratory Certification #165 Client: Louisburg Meritech ID#: 06301684 Project: PPA Analysis: 07/01/16 Client Sample ID: Effluent Analyst: VWV Sample Collection: 06/30/16 Dilution Factor: I Report Date: 07/06/16 EPA 624 VOLATILE ORGANICS Parameter Result Benzene < 1.00 ug/L Dichlorobromomethane < 1.00 ug/L Bromoform < 1.00 ug/L Methyl Bromide <5.00 ug/L Carbon Tetrachloride < 1.00 ug/L Chlorobenzene < 1.00 ug/L Chioroethane < 5.00 ug/L 2-Chloroethyl vinyl ether < 5.00 ug/L Chloroform < 1.00 ug/L Methyl Chloride < 5.00 ug/L Chlorodibromomethane < 1.00 ug/L 1,2-Dibromoethane < 1.00 ug/L l,l-Dichloroethane <1.00 ug/L 1,2-Dichloroethane < 1.00 ug/L 1,4-Dichlorobenzene < 1.00 ug/L 1,2-Dichlorobenzene < 1.00 ug/L 1,3-Dichlorobenzene < 1.00 ug/L l,l-Dichloroethylene < 1.00 ug/L trans-1,2-Dichloroethylene < 1.00 ug/L 1,2-Dichloropropane < 1.00 ug/L cis-1,3-Dichloropropylene < 1.00 ug/L trans-1,3-Dichloropropylene < 1.00 ug/L Ethyl ben; ene < 1.00 ug/L Methylene chloride < 1.00 ug/L 1,1,2,2-Tetrachioroethane < 1.00 ug/L Tetrachloroethylene < 1.00 ug/L Toluene < I.00 ug/L l,l,l-Trichloroethane < 1.00 ug/L 1,1,2-Trichloroethane < 1.00 ug/L Trichloroethylene < 1.00 ug/L Trichlorofluoromethane <5.00 ug/L Vinyl chloride < 5.00 ug/L Additional Compounds Acrolein <50.0 ug/L Acrylonitrile <10.0 ug/L I hereby certify that I have reviewed and approve these data. Laboratory Representative 642 Tamco Road " Reidsville, NC 27320 (336) 342-4748 Ph' (336) 342-1522 Fax MLRITECH, INC. Environmental Laboratories ' Laboratory Certificate #165 Client: Louisburg Meritech ID#: 06301683 Project: PPA Analysis: 06/11/16 Client Sample ID: Effluent Extraction: 07/05/16 Sample Collection: 06/30/16 Analyst: PM Dilution Factor: 1 EPA 625 SEMIVOLATILE ORGANICS Parameter Result Parameter Result Acenaphthene <10 ug(L Fluoranthene <10 ug/L Acenaphthylene <10 ug/L Fluorene <10 ug(L Anthracene <10 ug(L Hexachlorobenzene <10 ug(L. Benzidine <50 ug/L Hexachlorobutadiene <10 ug/L. Benzo(a)anthracene <10 ug(L Hexachlorocyclopentadiene <50 ug/L Benzo(a)pyrene <10 ug/L Hexachloroethane <10 ug/L 3,4-Benzofluoranthene <10 ug/L Indeno(1,2,3-cd)pyrene <10 ug(L Benzo(k)fluoramhene <10 ug/L lsophorone <10 ug/L Benzo(g,h,i)perylene <10 ug/L 2-Methylnaphthalene <IO ug/L Benzyl butyl phthalate <10 ug(L Naphthalene <10 ug(L Bis(2-chloroethoxy)methane <10 ug/L Nitrobenzene <10 ug(L Bis(2-chloroethyl)ether <10 ug(L N-Nitrosodimethylamine <10 ug/L Bis(2-chloroisopropyl)ether <10 ug(L N-Nitrosodi-n-propylamine <10 ug/L Bis(2-ethylhexyl)phthalate <10 ug(L N-Nitrosodiphenylamine <10 ug/L 4-Bromophenyl phenyl ether <10 ug(L Phenanthrene <10 ug/L 2-Chloronaphthalene <10 ug(L Pyrene <10 ug(L 4-Chlorophenyl phenyl ether <10 ug(L 1,2,4-Trichlorobenzene <10 ug(L Chrysene <10 ug(L Dibenzo(a,h)anthracene <10 ug/L p-Chloro-m-cresol <10 ug/L 1,2-Dichlorobenzene <10 ug/L 2-Chlorophenol <10 urf., 1,3-Dichlorobenzene <10 ug/L 2,4-Dichlorophenol <10 ug(L 1,4-Dichlorobenzene <10 ug/L 2,4-Dimethylphenol <10 ug/L 3,3'-Dichlorobenzidine <50 ug/L 2,4-Dinitrophenol <50 ug/L Diethyl phthalate <10 ug/L 4,6-Dinitro-o-cresol <50 ug/L Dimethyl phthalate <10 ug/L 2-Nitrophenol <I0 ug(L Di-n-butyl phthalate <10 ug/L 4-Nitrophenol <50 ug/L 2,4-Dinitrotoluene <10 ug/L Pentachlorophenol <50 ug/L. 2,6-Dinitrotoluene <10 ug/L Phenol <10 ug/L Di-noctyl phthalate <10 ug(L 2,4,6-Trichlorophenol <10 ug/L 1,2-Diphenylhydrazine <10 ug/L i? i 1 hereby certify that I have reviewed and approve these data. �. Laboratory Representative 642 Tamco Road' Reidsville, NC 27320 (336) 342-4748 Ph " (336) 342-1522 Fax MERITECH, INC. ENVIRONMENTAL LABORATORIES Laboratory Certification No. 165 Client: Town of Louisburg WWTP Date Sampled 06/30/16 110 West Nash Street Digested 07/01/16 Louisburg, NC 27549 Analysis 07/12/16 Attention Richard Collins Analyst: CWL NPDES# EPA 1631 Low Level Mercury Analysis Meritech ID # Sample ID Result Reporting Limi[ MBLK0517DD Method Blank <0.5ng/L 0.5 ng/L M07011605 Field Blank < 1.0 ng/L 1.0 ng/L M07011606 Effluent 1.99 ng/L 1.0 ng/L I hereby certify that 1 have reviewed and approve these data. Laboratory Representative 642 Tamco Rd - PO Box 27 - Reidsville, NC 27320 (336) 342-4748 Ph - (336) 342-1522 Fax E-Mail: kris.pawlak@medtech-labs.com law*t 0J 110 W. Nash St. Louisburg, N.C. 27549 (919) 496-3406 (919) 496-6319 Fax i I' it April 24, 2017 Mr. Danny Smith Water Quality Regional Supervisor DWR Raleigh Regional Office 1628 Mail Service Center Raleigh, NC 27699-1628 Subject: Compliance Evaluation Inspection Report Reply Dear Mr. Smith: J" L4 N*4a ear I am writing you in response to your letter dated March 31, 2017. On March 10, 2017 a compliance evaluation inspection of the Louisburg POTW was conducted by Cheng Zhang and Vanessa Manuel of the Raleigh Regional Office (RRO). In this letter I would like to address the concerns by the two RRO inspectors. The following concerns where noted: A mercury minimization plan was not developed and implemented within 180 days of permit issuance. This is something new to me, so I have been doing some research and making some phone calls to educate myself on DWR expectation for this plan. I have been in contact with Teresa Rodriguez, who provided me with a model of a MMP. I have started developing the plan. Once the plan is fully developed and implemented, I will notify RRO in writing as your letter requested. It was noted that one of the pH buffers (10.0 S.U.) was expired. This buffer was already on order and was received after the inspection. The new buffer has an expiration date of June 2018. It was noted that the effluent composite sampler was above the required 6.0 degrees Celsius or less. We checked the temp. log book for this unit and had not had a problem until that day. Also, we have not experienced a temp. problem since that day. In an effort to maintain full compliance we have scheduled Clear water Inc. to run some diagnostics and determine if there is a problem and if so correct z n the problem. We also have a backup refrigerated composite sampler on site if needed. At this time we are still using the sampler that was inspected with no issues. If you have any further questions or concerns, please contact me at (919)496-2677 or email: fedlevforest@vahoo.com. Town of Louisburg WRF ORC CC: Jonathan Franklin, Administrator —A RUG-30-2016 12:17 TOWN OF LOUISBURG 919 496 6319 P.01 LOUISBURG WRF FAX COVER SHEET DATE: August 30, 2016 TO: Mitch Hayes / Fax 919-788-7159 FROM: Jimmy Ellington / Louisburg PAGES (IN"VDINGCOVER): 13 COMMENTS: Mitch, 2016 PPA. I am also including the 2015 PPA because I do not think I sent it to you last year. I am also sending this info. to central tiles as requested in my permit Any question call 919496-2677. Thanks RUG-30-2016 12:17 TOWN OF LOUISBURG 919 496 6319 P.02 Meritech, Ir , Environmental Laboratory Laboratory Certification No.165 Contact: Richard Collins Report Date: 4/2/2015 Client: Louisburg, Town of NPDES#: NCO020231 110 West Nash St. Louisburg NC 27549 Date Sample Rcvd: 3/12/2015 Meritech Work Order # 03121557 Sample: Effluent Composite 3/11.12/15 Parameters Result Analysis; Date Reporting Limit Method Total Dissolved Solids 239 mg/L 3/13/15 10.0 mg/L SM 2540C Ammonia, Nitrogen <0.1 mg/L 3/16/15 0.1 mg/L EPA 350.1 TKN 0.93 mg/L 3/17/15 0.20 mg/L EPA 351.1 Nitrate/Nitrite, Nitrogen 2.02 mg/L 3/12/15 0.10 mg/L EPA 353.2 Nitrogen, total 2.95 mg/L 3/17/15 0.20 mg/L EPA 353.2 Antimony, total <0.025 mg/L 3/17/15 0.025 mg/L EPA 200.7 Arsenic, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Beryllium, total <0.005 mg/L 3/17/15 0,005 mg/L EPA 200.7 Cadmium, total <0.002 mg/L 3/17/15 0.002 mg/L EPA 200.7 Chromium, total <0.005 mg/L 3/17/15 0.005 mg/L EPA 200.7 Copper, total 0.009 mg/L 3/17/15 0.002 mg/L EPA 200.7 Lead, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Magnesium, total 2.48 mg/L 3/18/15 0.005 mg/L EPA 200.7 Nickel, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Selenium, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Silver, total <0.005 mg/L 3/17/15 0.005 mg/L EPA 200.7 Thallium, total <0.020 mg/L 3/17/15 0.020 mg/L EPA 200.7 Phosphorus, total 0.108 mg/L 4/2/15 0.020 mg/L EPA 200.7 Zinc, total 0.068 mg/L 3/17/15 0.010 mg/L EPA 200.7 Hardness (titration) 36 mg/L 3/19/15 1 mg/L SM 2340C EPA 625 Attached 3/18/1S 625 Meritech Work Order# 03121558 Sample: Effluent Composite 3/12/2015 Parameters Resul Analysis Date Reporting Limit Method Cyanide, total <0.005 mg/L 3/23/15 0.005 mg/L EPA 335.4 EPA 624 Attached 3/18/15 624 Oil & Grease (HEM) <5 mg/L 3/16/15 5 mg/L EPA 1664A Phenols, total 0.204 mg/L 3/23/15 0.010 mg/L EPA 420.1 1 hereby certify that I have reviewed and approve these data. aboratory Representative 642 Tamco Road, Reidsville, North Carolina 27320 tel.(336)342-4748 fax(336)342-1522 RUG-30-2016 12:17 TOWN OF LOUISBURG 919 496 6319 P.03 MER/TECH, INC. Environmental Laboratories Laboratory Certificate #165 Client: Louisburg Meritech ID#: 03121557 Project: PPA Analysis: 03/18/15 Client Sample ID: Effluent Extraction: 03/16/15 Sample Collection: 03/12/15 Analyst: PM Dilution Factor: I EPA 625 SEMIVOLATILE ORGANICS Parameter Res I Parameter Result , Aoenaphthene <10 ug/L Fluoranthene <10 ug/L Acenaphthylene <10 ug/L Fluorene <10 ug/L Anthracene <10 ug/L Hexachlorobenzene <10 ug/L Benzidine <50 ug/L Hexachlorobutadiene <10 ug/L Benzo(a)anthracene <10 ug/L Hexachlorocyclopentadiene <50 ug/L Benzo(a)pytene <10 ug/L Hexachloroethane <10 ug/L 3,4-Benzofluoranthene <10 ug/L lndeno(1 ?,3-A)pyrene <lo ug/L Benzo(k)1luoranihene <10 ug/L Isophorone <10 ug/L Benzo(g,h,i)perylene <10 ug/L 2dvlethylnaphthalene <10 ug/L Benzyl butyl phthalate <10 ug/L Naphthalene <10 ug/L Bis(2-chloroethoxy)methane <10 ug/L Nitrobenzene <10 ug/L Bis(2-chloroethyl)ether <10 ug/L N-Nitrosodimethylamine <10 ug(L Bis(2-chloroisapropyl)ether <10 ug(L N-Nitrosodi-n-propylamine <10 ug(L Bis(2-ethylhexyl)phthalate < 10 ug/L N-Nitrosodiphenylamine <10 ug/L 4-Bromophenyl phenyl ether <10 ug/L Phenantltrene <10 ug/L 2-Chloronaphthalene <10 ug/L Pyrene <10 ug/L 4-Chlorophcnyl phenyl ether <I0 ug/L 1,2,4-Trichlorobenzene <10 ug(L Chryscnc <t0 ug/L Dibenzo(a,h)anthracene <10 ug/L p-Chloro-m-cresol <10 ug/L 1,2-Diuhlorobcazenc <10 ug/L 2-Chlorophenol <10 ug/L 1,3-Dichlorobenzene <10ug/L 2,4-Dichlorophenol <toug/L 1,4-Dichlorobenzene <10 ug/L 2,4-Dimethylphenol <10 µg(L. 3,3'-Dichlorobenzidine <50 ug/L 2,4-Dinitrophenol <50 ug/L' Diethyl phthalate <10 ug/L 4,6-Dinitro-o-cresol <50 ug/L Dimethyl phthalate <10 ug/L 2-Nitrophenol <10 ug/L Di-n-butyl phthalate <10 ug/L 4-Nitrophenol <50 ug/L 2,4-Dinilrotoluene <10 ug/L Pentachlorophenot <50 uglL 2,6-Dinilrotolucne <10 ug/L Phenol <10 ug/L Di-n-ectylphthalate <t0 ug/L 2,4,6-Trichlorophenol <to ug/L 1,2-Diphenylhydrazine <10 ug/L I hereby certify that l have reviewed and approve these data. tL .107 Laboratory RcpreSentative 642 Tarnco Road' Reidsville, NC 27320 (336) 342-4748 Ph * (336) 342-1522 Fax RUG-30-2016 12:18 TOWN OF LOUISBURG 919 496 6319 P.04 Client: Louisburg Project: PPA Client Sample ID: Effluent Sample Collection: 03/12/15 MERITECH, INC. Environmental Laboratories A Division of Water Technology and Controls, Inc. Meritech ID#: 03121558 Analysis: 03/19/15 Analyst: VWV Dilution Factor: 1 Report Date; 03/24/15 EPA 624 VOLATILE ORGANICS ft7amet Result Benzene < 1.00 ug/L Dichlorobromomethane < 1.00 ug/L Bromoform < 1.00 ug/L Methyl Bromide < 5.00 ug/L Carbon Tetrachloride < 1.00 ug/L Chlorobenzene < 1.00 ug/L Chloroed=e <5.00 ug/L 2-Chloroethyl vinyl ether < 5.00 ug/L Chloroform 1.09 ug/L Methyl Chloride < 5.00 ug/L Chlorodibromomethane < 1.00 ug/L 1,2-Dibromoethane < 1.00 ug/L 1,1-Dichloroethane < 1.00 ug/L 1,2-Dichloroethane < 1.00 ug/L 1,4-Dichlorobenzene < 1.00 ug/L 1.2-Dichlorobenzene < 1.00 ug/L 1,3-Dichlorobenzene < 1.00 ug/L l,l-Dicbloroethylene <1.00 ug/L trans-la-Diehloroethylene < 1.00 ug/L 1,2-Dichloropropane < 1.00 ug/L cis-1,3-Dichloropropylene < 1.00 ug/L trans-1,3-Dichloropropylene < 1.00 ug/L Ethyl benzene < 1.00 ug/L Methylene chloride < 1.00 ug/L 1,1,2,2-Tetrachloroethane < 1.00 ug/L Tetrachloroethylene < 1.00 ug/L Toluene < 1.00 ug/L l,l,l-Tnchloroethane < 1.00 ug/L 1,1,2-Trichloroethane < 1.00 ug/L Mrichloroethylene < 1.00 ug/L Trichlorofluoromethanc <5.00 ug/L Vinyl chloride <5.00 ug/1. Additional Compounds Acrolein <50.0 ug/L Acrylonitrile <10.0 ug/L I hereby certify that I have reviewed and approve these data. '4 . koc Laboratory Representative 642 Tamco Road * Reidsville, NC 27320 (336) 342-4748 Ph * (336) 342-1522 Fax Chain of Custody Record COC Client: Louisburg � Address: ws-r�" eZ e [ ( C I / n /� / Attention: ) Lf 42cH 1, o (li'0S 1 NPDES#: C60a/ea3 Phone: Fax: Ernall: Project: PPA PO a: MERITECH INC. Environmental Laboratories A Divislon of avatar Technology and Control, Inc. , 7�J'a't 642 Tamco Rd Phone 1-a36-342-4746 Reidsville, NC Fax: "36-342-1522 27320 Email: wtelatiftellsouth.net ww. Web Site: wmeritech-labs.com Turn roun Time Std (10 da s) I 3- 5 Day 0 ?A • 4e Hr 0 Sample Locatlon/lD # Sampling pates & Times Person Taking Sample Signature): IT, 0/- Lab Use Only START END Camp? Grab? ea Cants. Tests Required q On Ice? � p"OK? C12 CK? Dale e W mo fluent ti {� A rq ah �3 I� IS /000 C 3 , TDS, 625 C 1 NH3, Ntot ( H2SO4) -; C 1 11 i J�/ Metals - Sb,As,Be,6d,dr,du,pb,Ni,Se,A , TI,Zn, Mg,Hardness,Ptot (wl HNO3) fluent p3 /00 G 2 Cyanide wlNaOH ,Oil B�Grease (wJHC!) ��S alb G 3 614 ( w/HCI G 1 i Phenols wlH2SO4 & CuSO4 d of Shipment: Comments: LLHg on Separate COC UPS Fed Ex liantl Delivery Other . Will these results he used for regulatory purposes? "RUSH work must be approved prior to submitting samples. Yes No AP A 9 A Relinquished by: lam- D le: d i � /Time;. Recelr y; Dale'. Time: IS I Q S `- - . � Rahn shed by: - Date: I g Received y: Date: Time: `92 -%? Rennqul d by: Date: Ttms: Recelyed at lab by: Data: Tim: - I O RUG-30-2016 12:18 TOWN OF LOUISBURG 919 496 6319 P.06 MERITECH, INC. ENVIRONMENTAL LABORATORIES Laboratory Certification No. 165 Client: Town of Louisburg W WTP Date Sampled 03/24/15 110 West Nash Street Digested 03/25/I5 Louisburg, NC 27549 Analysis 04/09/15 Attention Richard Collins Analyst: SMc NPDES# EPA 1631 Low Level Mercury Analysis Meritech ID # Sample ID Result Reoortine Limit MBLK0416M Method Blank < 0.5 ngfL 0.5 ng/L M03251509 Field Blank < 1.0 ng/L 1.0 ng/L M03291510 Effluent 5.92 ag/L. 1.0 ng/L I hereby certify that I have reviewed and approve these data. L.& Laboratory Representative 642 Tamco Rd - PO Box 27 - Reidsville, NC 27320 (336) 342-4748 Ph - (336) 342-1522 Fax E-Mail: kris.pawlak@meritech-labs.com m M to Lo v in ON m N ti Womn Chain of Custody Record (COC) Client: ft�2a(N��i. �i�J? NPDESM: MERITECH 1NCe Phone: d Address: Fax: Email: ENVIRONMENTAL LABORATORIES Project: 642TamooRd. Phone:336-342-4748 ReidAlleNC27320 Fax:336-342-1522 P.OX: Attention: How would you like your Report sent? Email: info@meritech-labs.com www.meritech-labs.com Circle all that apply: Email (preferred), Fax, Mail EPA 1631 PersonTakingSample(Sggn/Print):� L r�rr� � � nL L�p/✓� Sample Location / ID A Date Time Sampling Site Description U�1ng' Sansplkr Field Blank !r _ z '14 it Method of comments: Shipment: UPS Fed Ex Are these results fd regulatory purposes? Y s EJ No Hand Delivery Re li dui i Da. Time: v i ReceNed by: Date: time c %d %.'� Other Relinquished by; Date: Time: Received by: Date: Tlme: Relinquished by. Date: Time: " dhy `l ate; Ti e: RL'a L L.cj AM Received from Lab SeCdre Area AUG-30-2016 12:19 TOWN OF LOUISBURG 919 496 6319 P.08 Meritech, In Environmental Laboratory Laboratory Certiflcation No. 165 Contact: Richard Collins Client: Louisburg, Town of 110 West Nash St. Louisburg NC 27549 Report Date: 7/13/2016 NPDES#: NCO020231 Project: PPA Date Sample Rcvd: 6/30/2016 Meritech Work Order # 06301683 Sample: Effluent Composite 6/29-30/16 Parameters Result AnalysisDate Reporting Limit Method Total Dissolved Solids 80 mg/L 7/1/16 10.0 mg/L SM 2540C Ammonia, Nitrogen 4.1 mg/L 7/5/16 0.1 mg/L EPA 350.1 TKN 1.26 mg/L 7/7/16 0.20 mg/L EPA 351.1 Nitrate/Nitrite, Nitrogen 1.39 mg/L 7/1/16 0.10 mg/L EPA 353.2 Nitrogen, total 2.65 mg/L 7/8/16 0.20 mg/L EPA 353.2 Antimony, total <0.025 mg/L 7/5/16 0.025 mg/L EPA 200.7 Arsenic, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Beryllium, total <0.005 mg/L 7/5/16 0.005 mg/L EPA 200.7 Cadmium, total <0.002 mg/L 7/5/16 0.002 mg/L EPA 200.7 Chromium, total <0.005 mg/L 7/5/16 0.005 mg/L EPA 200.7 Copper, total 0.006 mg/L 7/5/16 0.002 mg/L EPA 200.7 Lead, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Magnesium, total 2.40 mg/L 7/11/16 0.005 mg/L EPA 200.7 Nickel, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Selenium, total <0.010 mg/L 7/5/16 0.010 mg/L EPA 200.7 Silver, total <0.005 mg/L 7/5/16 0.005 mg/L EPA 200.7 Thallium, total <0.020 mg/L 7/5/16 0,020 mg/L EPA 200.7 Phosphorus, total 0.174 mg/L 7/5/16 0.020 mg/L EPA 200.7 Zinc, total 0.058 mg/L 7/5/16 0,010 mg/L EPA 200.7 Hardness (titration) 32 mg/L 7/7/16 1 mg/L S1+4 2340C EPA 625 Attached 7/11/16 625 Meritech Work Order # 06301684 Sample: Effluent Grab 6/30/2016 Parameters Result Analysis Date Reporting_ Limit method Cyanide, total <0.005 mg/L 7/1/16 0.005 mg/L EPA 335.4 EPA 624 Attached 7/1/16 624 Oil & Grease (HEM) <5 mg/L 7/2/16 5 mg/L EPA 1664A Phenols, total 0.032 mg/L 7/7/16 0,010 mg/L EPA 420.1 I hereby cerd' that I have reviewed and approve these data. 642 Tamco Road, Reidsville, North Carolina 27320 tP1.f�ZF7R49-d9dR fav rZ7A1QA7.1 c99 RUG-30-2016 12:19 TOWN OF LOUISBURG 919 496 6319 P.09 Client: Project: Client Sample ID: Sample Collection: Parameter Acenaphthene Acenaphthylene Anthracene Benzidine Benzo(a)anthraeene Benzo(a)pyrene 3,4-Benzofluoranthene Benzo(k)fluoranthene Benzo(g,h,i)perylene Benzyl butyl phthalate Bis(2-chloroethoxy)methane Bis(2chloroethyl)ether Bis(2-chloroisopropyl)ether Bis(2-ethylhexyl)phthalate 4-Bromophenyl phenyl ether 2-Chloronaphthalene 4-Chlorophenyl phenyl ether Chrysene Dibenzo(a,h)anthracene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3,T-Dichlorobenzidine Diethyl phthalate Dimethyl phthalate Di-n-butyl phthalate 2,4-Dinitrotoluene 2,6-Dinitrotoluene Dim-octyl phthalate 1,2-Diphenylhydrazine MER/TECH, 114C. Environmental Laboratories Laboratory Certificate #165 Louisburg Meritech ID#: 06301683 PPA Analysis: 06/11/16 Effluent Extraction: 07/05/16 06/30/16 Analyst: PM Dilution Factor: 1 EPA 625 SEMIVOLATILE ORGANICS Result parameter Result <10 ug/L Fluoranthene <10 ug/L <10 ug/L Fluorene QO ug/L <10 ug/L Hexachlorobenzene <10 ug/L <50 ug/L Hexachlorobutadiene <10 ug/L <10 ug/L Hexachlorocyolopentadicne <50 ug/L <10 ug/L Hexachloroethane <10 ug/L <10 ug/L Indeno(1,2,3-cd)pyrene <10 ug/L <10 ug/L Isophorone <10 up/L. <10 ug/L 2-Methylnaphthalene <10 ug/L <10 ug/L Naphthalene <10 ug/L <10 ug/L Nitrobenzene <10 ug/L <10 ug/L N-Nitrosodimethylamine <10 ug/L <10 ug/L N-Nitrosodi-n-propylamine <10 upIL <10 ug/L N-Nitrosodiphenylamine <10 ug/L <10 ug/L Phenanthrene <10 ug/L <10 ug/L Pyrene <10 ug/L <10 ug/L 1,2,4-Trichlorobenzene <10 ug/L <10 ug/L <10 ug/L p-Chloro-m-cresol <10 ug/L <10 ug/L 2-Chlorophenol ao ug/L <10 ug/L 2,4-Dichlorophenol <10 ug/L <10 ug/L 2,4-Dimethylphenol <10 ug/L <50 ug/L 2,4-Dinitrophenol <50 ug/L <10 ug/L 4,6-Dinitro-o-cresol <50 ug/L <10 ug/L 2-Nitrophenol <10 ug/L <10 ug/L 4-Nitrophenol <50 ug/L <10 ug/L Pentachlorophenol <50 ug/L <10 ug/L Phenol <10 ug/L <10 ug/L 2,4,6-1'richlorophenol <10 ug/L <10 ug/L I hereby certify that I have reviewed and approve these data. d-Ar'la Laboratory Representative 642 Tarneo Road Reidsville, NC 27320 (336) 342-4748 Ph' (336) 342-1622 Fax AUG-30-2016 12:19 TOWN OF LOUISBURG 919 496 6319 .Tt MERI TECH, i, d C. Environmental Laboratories Laboratory Certification #165 Client: Louisburg Meritech 1D#: 06301684 Project: PPA Analysis: 07/01/16 Client Sample ID: Effluent Analyst: VWV Sample Collection: 06/30/16 Dilation Factor: 1 ReportDate: 07/06/16 EPA 624 VOLATILE ORGANICS Parameter Result Benzene < 1.00 ug/L Dichlorobromomethane < 1.00 ug/L Bromoform < 1.00 ug/L Methyl Bromide < 5.00 ug/L Carbon Tetrachloride < 1,00 ug/L Chlorobenzene < 1.00 ug/L Chloroethane < 5.00 ug/L 2-Chloroethyl vinyl ether < 5.00 ug/L Chloroform < 1.00 ug/L Methyl Chloride <5.00 ug/L Chlorodibromomethane < 1.00 ug/L 1,2-Dibromoethane < 1.00 ug/L %I-Dichloroethane < 1.00 ug/L 1,2-Dichloroethane < 1.00 ug/L 1,4-Diohlorobencene < 1.00 ug/L 1,2-Dichlorobenzene < 1.00 ug/L 1,3-Dichlorobenzene < 1.00 ug/L 1,1-Dichloroethylene < 1,00 ug/L trans-1,2-Dichloroethylene < 1.00 ug/L 1,2-Dichloropropane < 1.00 ug/L cis-1,3-Dichloropropylene < 1.00 ug/L trans-1,3-Dichloropropylene < 1.00 ug/L Ethyl benzene < 1.00 ug/1. Methylene chloride < 1.00 ug/L 1,1,2,2-Tetrachloroethane < 1.00 ug/L Tetrachloroethylene < 1.00 ug/L Toluene < 1.00 ug/L 1,1,1-Trichloroethane <1.00 ug/L 1,1,2-Trichloroathane < 1.00 ug/L Trichloroethylene < 1.00 ug/L Trichlorofluoromethane <5.00 ug/L Vinyl chloride < 5.00 ug/L Additional Compounds Acrolein <50.0 ug/L Acrylonitrile <10.0 ug/L I hereby certify that I have reviewed and approve these data. ff^ Laboratory Representative 642 Tamco Road' Reidsville, NC 27320 (336) 342-4748 Ph' (336) 342-1522 Fax P.10 a D� LO LD m v m m crJ m to D O J u_ O Z 3 O F LD 0 N CE rl I CE Chain of Custody Record COC Client: Address: Attention: Louisburg 110 p• i 15-T d rs( S 1 NIt ,.5 - _t d ,', Z, e ("O I lnLS NPDESM l C--rt):}-J_� Phone: Fax: Email: Project: PPA PO MERITECH INC. Environmental Laboratories A Division of Watem Tech..Wii and Cootml, tnc. 642 Tamco Rd Phone 1-336-342-4748 Reidsville, NC Fax: 1-336-3424522 27320 Email wtc labAbel lsouth. net Web Site. www.moritech-labs.com Turn Around Time* Std (Io days) © 3 -5 Day _> 24 - 48 Hr Sample LocationllD # Sampling Dates & Times Person Taking Sample (Signature): W - It "11J II Lab Use Only START END Comp? Oiab? riot gents- Tests Required On ica? pH OK? C12 OK? Date Time Date me C 3 TDS,625 J C 1 NH3, Ntot (H2SO4 ) + C 1 Metals - Sb,As,Be,Cd,Cr,Cu,Pb,Ni,Se,A , TI,Zn, Mg, Hardness, plot wl HNO3 fluent o iv ic' I� �� l) G 2 Cyanide (w1Na0H ), Oil & Grease (wIHCI) ( G 3 624 ( wlHCl ) G 1 Phenols (w1H2SO4 & CuSO4) �d of Shipment: Comments: LLHg on Separate COC UPS ] Fed Ex ] Hand Delivery ]Other Will these results be used for regulatory purposes? Yes Ho *RUSH work must be approved prior to submitting samples. Relinqulahed by; �. {`\ pats: Ttme: R"Wed I Date: Time: Relinquls hed y: Date: Time: Received by: Data: �` i, c<s c� �,t' .S� ') P Time: Relinquishedby: Date; Time: Re" d^ ieb ry: - /,_Date:J / + rimer RUG-30-2016 12:19 TOWN OF LOUISBURG 919 496 6319 P.12 MERITECH, INC. ENVIRONMENTAL LABORATORIES Laboratory Certification No 165 Client: Town of Louisburg WWTP Date Sampled 06/30/16 110 West Nash Street Digested 07/01/36 Louisburg, NC 27549 Analysis 07/12/16 Attention Richard Collins Analyst: CWL NPDES# EPA 1631 Low Level Mercury Analysis Meritech 11) # Sample ID Result Reoortin < imit MBLK0517DD Method Blank < 0.5 ng/L 0.5 ng/L M07011605 Field Blank < 1.0 ng/L 1.0 ng/L M07011606 Effluent 1,99 ng/L 1.0 ng/L I hereby certify that I have reviewed and approve these data. f Dld Laboratory Representative 642 Tamco Rd - PO Box 27 - Reidsville, NC 27320 (336) 342-4748 Ph - (336) 342-1522 Fax E-Mail: kris.pawlak@meritech-labs.com K to 7 O O 3 F uo .. N I CS) M Lo Chain of Custody Record (COC) Client:—f0V-V1 L�YAtAri NPDES#: Phone: n �y��Cr�� `V' R( NC. \$bura ) Address: L v Fax: ENVIRONMENTAL LABORATORIES Email: Project: : ACF 1 642 Tamcu Rd. Phone: 336-342-4748 Reidsville NC 27320 Fax: 336-342-1522 P.O.#: Attention: How would you like your Report sent? Email: info@meritech-labs.com Circle all that apply: Email (preterredl, Fax, Mail www.meritech-labs.com EPA 1631 personTal;ingSarnple{Sign/printl:///n`. Sample Location / ID k Date Time Sampling Site Description •- - - >ZStit =i,alri Blank �r3o a : r2. 1,;.. __ , �?7 _N< _�a;x�.�' �f�1ue� C(3ar •.� II � ����-�« - �4�}�+��Y�. _-_-:_��. a=! `-iK x'vf a--$e ' P -)`"-'Y�ai..t�aa��. � _ _ ..Yam • _ _ .a. a�..: �.s -I-'du --.c w= �_ _ .. v Method of Comments: Shipment: y . UPS L ��v, D2niC. _'-—�la-•,%li%G,,,,t Fed Ex Are these resul for regulatory purposes? V Yes No Hand Delivery Rellj�qul ed bV- ale: DTme:-,�- , - �� _�,� r. _ • ,• I Received by: Dale. Time: Relinquished by: Date: Time: Received by: Dale: Time: Other t Relinquished by: Date: lime: Receivedbytab: r i/ Date: Time: Fri*ased to Lab Serum Area Rec&Od frorri Lab Secure Area �a9 United Slates Environmental Protection Agency Form Approved. EPA Mahington, D.C. 20460 OMB No. 2040-0057 Water Compliance Inspection Report Approval expires 6-31-96 Section A: National Data System Coding (i.e., PCS) Transaction Code NPDES yrlmolday Inspection Type Inspector Fac Type IN I 2 IS I 3 I NC0020231 I11 121 16/03/09 117 161r1 19 Lsi 20I I �6 211 f6 Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CA—Reserved 671 I 70LJI 71 L72 )-j 73I 174 75L_L_L_ L 80 Section B: Facility Data Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also inGude Entry TimelDate Permit Effective Date POTW name and NPDES permit Number) 09:15AM 16103/09 16/03/01 Tar River Water Reclamation Facility WWiP Exit Time/Date Permit Expiration Date Wastewater Dr 11:00AM 16/03/09 19/09130 Louisburg NC 27549 Name(s) of Onsite Representative(s)Mtles(s)/Phone and Fax Number(s) Other Facility Date Name, Address of Responsible Offloal[Title/Phone and Fax Number Contacted Kad T Parnell, 110 W Nash St Louisburg NC 27549/Mayor/919-496-3405/9194966319 Yes Section C: Areas Evaluated During Inspection (Check only those areas evaluated) Permit Flow Measurement operations & MaintenancE Records/Reports Self -Monitoring. Program Sludge Handling Disposal Effluent/Receiving Waters Laboratory Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) (See attachment summary) Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date Eri Deck RRO WO//919-791-4200/ t �l& SJaw,f Managemen A Ravi er Agency/O /Phone eird Fax Numbers Datete i EPA Form 35 -3 (Rev 9-94) Previous editions are obsolete. Page# NPDES yr/mo/day Inspection Type 31 NCO020231 I11 12 16/03/09 17 18 I c Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) Permit became effective on 3/1/2016. Influent and effluent flow meters were last calibrated in August 2015. Facility is in the process of updating their PLC. Backup generators are available on site, and can run the entire plant. Class B solids are collected and land applied by Granville farms. To prevent algal growth the weirs are covered as well as the tertiary filters. Maintenance is performed regularly. Effluent was clear and no foam at time of inspection. Page# Permit: NCN20231 Inspection Date: 0310912016 Owner- Facility: Tar River Water Reclamation Facility W ATP Inspection Type: Compliance Evaluation Permit Yes No NA NE (If the present permit expires in 6 months or less). Has the permittee submitted a new ❑ ❑ 0 ❑ application? Is the facility as described in the permit? M ❑ ❑ ❑ # Are there any special conditions for the permit? ❑ 0 ❑ ❑ Is access to the plant site restricted to the general public? 0 ❑ ❑ ❑ Is the inspector granted access to all areas for inspection? 0 ❑ ❑ ❑ Comment: Operations & Maintenance Yes No NA NE Is the plant generally clean with acceptable housekeeping? 0 ❑ ❑ ❑ Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable M ❑ ❑ ❑ Solids, pH, DO, Sludge Judge, and other that are applicable? Comment: Bar Screens Yes No NA NE Type of bar screen a.Manual ❑ b.Mechanical ❑ Are the bars adequately screening debris? M ❑ ❑ ❑ Is the screen free of excessive debris? 0 ❑ ❑ ❑ Is disposal of screening in compliance? 0 ❑ ❑ ❑ Is the unit in good condition? 0 ❑ ❑ ❑ Comment: Flow Measurement - Influent Yes No NA NE # Is flow meter used for reporting? M ❑ ❑ ❑ Is flaw meter calibrated annually? 0 ❑ ❑ ❑ Is the flow meter operational? 0 ❑ ❑ ❑ (If units are separated) Does the chart recorder match the flow meter? ❑ ❑ ❑ Comment: Calibrated August 2015 Influent Sampling Yes No NA NE # Is composite sampling flow proportional? M ❑ ❑ ❑ Is sample collected above side streams? 0 ❑ ❑ ❑ Page# 3 Perri NCO020231 Owner- Faculty: Tar River Water Reclamation Facility WWTP Inspection Date: 03/09/2016 Inspection Type: Compliance Evaluation Influent Sampling Yes No NA NE Is proper volume collected? M ❑ ❑ ❑ Is the tubing clean? 0 ❑ ❑ ❑ # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees 0 ❑ ❑ ❑ Celsius)? Is sampling performed according to the permit? M ❑ ❑ ❑ Comment: Nutrient Removal Yes No NA NE # Is total nitrogen removal required? 0 ❑ ❑ ❑ # Is total phosphorous removal required? M ❑ ❑ ❑ Type Biological # Is chemical feed required to sustain process? ❑ M❑ ❑ Is nutrient removal process operating properly? M ❑ ❑ ❑ Comment: Flow Measurement- Effluent Yes No NA NE # Is flow meter used for reporting? 0 ❑ ❑ ❑ Is flow meter calibrated annually? 0 ❑ ❑ ❑ Is the flow meter operational? 0 ❑ ❑ ❑ (If units are separated) Does the chart recorder match the flow meter? 0 ❑ ❑ ❑ Comment: Calibrated August 2015 Disinfection - UV Yes No NA NE Are extra UV bulbs available on site? 0 ❑ ❑ ❑ Are UV bulbs dean? 0 ❑ ❑ ❑ Is UV intensity adequate? 0 ❑ ❑ ❑ Is transmittance at or above designed level? M ❑ ❑ ❑ Is there a backup system on site? 0 ❑ ❑ ❑ Is effluent clear and free of solids? 0 ❑ ❑ ❑ Comment: Effluent Sampling Yes No NA NE Is composite sampling flow proportional? M ❑ ❑ ❑ Page# 4 Permit: NCO020231 Inspection Date: 03/09/2016 Owner -Facility: Tar River Water Reclamation Facility WWTP Inspection Type: Compliance Evaluation Effluent Sampling Is sample collected below all treatment units? Is proper volume collected? Is the tubing clean? # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)? Is the facility sampling performed as required by the permit (frequency, sampling type representative)? Comment. Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ M ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Page# 5 Meritech, Ini... Environmental Laboratory Laboratory Certification No. 165 Contact: Richard Collins Report Date: 4/2/2015 Client: Louisburg, Town of NPDES#: NCO020231 110 West Nash St. Louisburg NC 27549 Date Sample Rcvd: 3/12/2015 Meritech Work Order # 03121SS7 Sample: Effluent Composite 3/11-12/15 Parameters Result Analysis Date Reporting Limit Method Total Dissolved Solids 239 mg/L 3/13/15 10.0 mg/L SM 2540C Ammonia, Nitrogen <0.1 mg/L 3/16/15 0.1 mg/L EPA 350.1 TKN 0.93 mg/L 3/17/15 0.20 mg/L EPA 351.1 Nitrate/Nitrite, Nitrogen 2.02 mg/L 3/12/15 0.10 mg/L EPA 353.2 Nitrogen, total 2.95 mg/L 3/17/15 0.20 mg/L EPA353.2 Antimony, total <0.025 mg/L 3/17/15 0.025 mg/L EPA 200.7 Arsenic, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Beryllium, total <0.005 mg/L 3/17/15 0.005 mg/L EPA 200.7 Cadmium, total <0.002 mg/L 3/17/15 0.002 mg/L EPA 200.7 Chromium, total <0.005 mg/L 3/17/15 0.005 mg/L EPA 200.7 Copper, total 0.009 mg/L 3/17/15 0.002 mg/L EPA 200.7 Lead, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Magnesium, total 2.48 mg/L 3/18/15 0.005 mg/L EPA 200.7 Nickel, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Selenium, total <0.010 mg/L 3/17/15 0.010 mg/L EPA 200.7 Silver, total <0.005 mg/L 3/17/1S 0.005 mg/L EPA 200.7 Thallium, total <0.020 mg/L 3/17/15 0.020 mg/L EPA 200.7 Phosphorus, total 0.108 mg/L 4/2/15 0.020 mg/L EPA 200.7 Zinc, total 0.068 mg/L 3/17/15 0.010 mg/L EPA 200.7 Hardness (titration) 36 mg/L 3/19/15 1 mg/L SM 2340C EPA 625 Attached 3118111 625 Meritech Work Order # 03121558 Sample: Effluent Composite 3/12/2015 Parameters Result Analysis Date Reportine limit Method Cyanide, total <0.005 mg/L 3/23/15 0.005 mg/L EPA 335.4 EPA 624 Attached 3/18/15 624 Oil & Grease (HEM) <S mg/L 3/16/15 5 mg/L EPA 1664A Phenols, total 0.204 mg/L 3/23/15 0.010 mg/L EPA 420.1 I hereby certify that I have reviewed and approve these data. aboratory Representative 642 Tamco Road, Reidsville, North Carolina 27320 tel.f3361342-474R fav fZ2A1'147- 1 C77 *-.M��iw MCRI TECH, INC. Environmental Laboratories Laboratory Certificate #165 Client: Louisburg Merited IN; 03121557 Project: PPA Analysis: 03/18/15 Client Sample ID: Effluent Extraction: 03/16/15 Sample Collection: 03,112/15 Analyst: PM Dilution Factor: I EPA 625 SEMIVOLATILE ORGANICS Paramcicr Result Parameter Result Acenaphthene <10 ug/L. Fluorandiene <10 ug/L Acenaphthylene <10 ug/L Fluorene <10 ug/L Anthracene <10 ug/L Hexachlorobenzene <10 ugfL Benzidine <50 ug/L Hexachlorobutadiene <10 ug/L Benzotalanlhracene <10 ug/L Hexachlorocyclopenladiene <50 ug/L Benzo(a)pyTene <10 ug!L Ilexachloroethane <10 uWL 3,441enzotlunramliene <10 ug/L htdeno(1,2,3-cd)pyrene <10 ug/L Benzo(k)Buoamthene <10 ugA. Isophorone <10 ug/L Benzo(g.11,011cylene <I0 ug/L. 2-Meth)Inaphthalene <10 ug4. Benzyl butyl phthalate <10 ugIl. Naphthalene <10 ug/L Bisl2-chloroethoxy)melhane <10 ug/L Nitrobenzene <10 ug/L Bist'_-chloruethyl)ether <10 ug'L N-Mirosodimelhylamine <10 ugiL Bis(2-chioroisopropyl)cthcr <10 ug/L N-Nitrosodi-n-propylamine <10 ug'L Bis(2-cthylhexygphthalatc <: 10 ug/L N-Nitrosodiphenylamine <10 ug/L 4-Bromophen)l phenyl ether <10 ug/L. Phenanthrene <10 ug/L 2-Chloronaphlhalene <I0 ug/L Pyrenc <10 ug/L 4-Chlomphenyl phenyl ether <10 ug/L 1,14=fichlorobenzene <10 ug9. Chrysene <10 ug/L Dibenzo(a,h)anthracete <10 ug/L p-Chloro-m-cresol <10 ug/L. 12-Dichlorobenz-ene <10 ug/L. 2-Chlorophenol <10 uWL 1,3-Dichlorobenzene <I0 ug'L 2.4-Dichlorophenol <10 uWL IA-Dichlorobenzene <10 ug/L. 2,4-Dimethylphenol <I0 ug/L 3.3-Dichlorobenzidine <:50 ugIL 2.4-Dinitrophenol <50 ugil. Diethyl phthalate <10 ug/L 4.6-13initro-o-cresol <50 ug/L DimeOnl phthalate -,10 ugil- 2-Nitrophenol <10 ug/L Di-n-hmyl phthalate <10 ug/L 4-Nitrophenol <50 ug/L 2,4-13mitrololucne <10 ug/L Pentachlorophenob <50 ug/L 2,6-Dinitroteluune <10 ug/L Phenol <.10 ug/L Di-n-octyl phthahnc <:10 ug/L. 2.4.6=rrichlorophenol <10 ug/L 1,2-Diphenylhydrazine <10 ug/L I hereby certify that I have reviewed and approve these data. 14 , Laboratory Representative 642 Tamco Road " Reidsville, NC 27320 (336) 342-4748 Ph ' (336) 342-1522 Fax MERI TECH, INC. Environmental Laboratories A Division of Water Technology and Controls, Inc. Client: Louisburg Meritech IN: 03121558 Project: PPA Analysis: 03/18/15 count Sutttptc rn: Mount Analyst: Vv/V Sample Collection: 03/12/15 Dilution Factor: I Report Date: 03/24/15 EPA 624 VOLATILE ORGANICS Parameter Result Benzene < 1.00 ug/L Dichlorobromomethane < 1.00 ug/L Bromoform < 1.00 ug/L Methyl Bromide <5.00 ug/L Carbon Tetrachloride < 1.00 ug/L Chlorobenzene < 1.00 ug/L Chloroethane < 5.00 ug/L 2-Chloroethyl vinyl ether < 5.00 ug/L Chloroform 1.09 ug/L Methyl Chloride <5.00 ug/L Chlorodibromomethane <. 1.00 ug/L 1,2-Dibromoethane < 1.00 ug/L I,I-Diehloroethane < 1.00 ug/L 1,2-Diehloroethane < 1.00 ug/L 1,4-Dichlorobenzene < 1.00 ug/L 1,2-Dichlorobenzene < 1.00 ug/L 1,3-Dichlorobenzene <. 1.00 ug/L [,I-Dichloroethylene < 1.00 ug/L trans-1,2-Dichloroethylene < 1.00 ug/L 1.2-Dichloropropane < 1.00 ug/L cis-1,3-Dichloropropylene < 1.00 ug/L trans-1,3-Dichloropropylene < 1.00 ug/L Ethyl benzene < 1.00 ug/L Methylene chloride < 1.00 ug/L I,I 2,2-Tetrachloroethane < 1.00 ug/L Tetrachloroethylene < 1.00 ug/L Toluene < 1.00 ug/L 1,1,1-Trichloroethane < 1.00 ug/L 1,1,2-Trichloroetlrane < 1.00 ug/L Trichloroethylene < I ug/L Trichlorolluaromethane < 5.00 ug/L Vinyl chloride < 5.00 ug/L Additional Cormrounds Acrolein <50.0 ugil- Acrylonitrile - 10.0 ug/L I hereby certify that I have reviewed and approve these data. Laboratory Representative 642 Tamco Road' Reidsville, NC 27320 (336) 342-4748 Ph ' (336) 342-1522 Fax L.nain nr c :aaetnei.. ope. .A "yvrM �v� NPDES#: CO�,�O�,$ IMERITECH INC. Environmental Laboratories Client: Louisburg Phone: 2Z2- L �j(/ A Division of Water Technology and ContrAol, Inc. Address: Fax: [,4"S%"� S s� j k i Email: 642 Tamco Rd Phone 1-336-342-4748 ef ts',6ra c Project: PPA Reidsville, NC Fax: 1.336-342-1622 Po# 27320 Email: wtclab(c bellsouth net Attention: 1 p n /1 Turn Around Time" �t CI�r�Cc.+' `O ��i d1,S Web Site: www.meritech-labs com / Slid (10 days) 3 - 5 Day 24 - 48 Hr c"y Sample Sampling Dates & Times e� o e� Person �H Taking Sample (Signature): Lab Use Only cation/ID # START END Comp? aot Date Time Date Time Grab? Donts. Tests Required On pH OK? ee?t ctsoK? :ffluent (� j ��'�� ©3 I IS %� C 3 .' TDS, 625 5 C 1 NH3, Ntot ( H2SO4) . C 1 Metals - S6,As,13e,Cd,dr,Cu,15b,Ni,Se,Ag, TI,Zn, Mg,Hardness,Ptot (w/ HNO3) ffluent �3 �pi�0 G 2 Cyanide (w/NaOH ), Oil & Grease (w/HCI) <�- �. a •, G 3 614 (w/HCI ) Comments: G 1 Phenols (w/H2SO4 & CuSO4) Ahod of Shipment: LLHg on Separate COC 7 UPS Will these results be used for regulatory purposes? Fed Ex Yes No 'RUSH work must be approved prior to submitting samples. Hand Delivery RetinquisMtl by: I\ D te: Tim¢` t Recely Date: ,7 Time: /05 Dther Y G L % ate Relin sMb 1� I ¢: `y Receivetl y: Date: Time: RellnquisM by: Dale: Time: Received at tab by- ; Data: Time: MERI TECH, INC. ENVIRONMENTAL LABORATORIES i Laboratory Certification No. 165 Client: Town of Louisburg W WTP Date Sampled 03/24/15 110 West Nash Street Digested 03/25/15 Louisburg, NC 27549 Analysis 04/09/15 Attention Richard Collins Analyst: SMc NPDES# EPA 1631 Low Level Mercury Analysis Meritech ID N Sample ID Result Reporting Limit MBLK0416M Method Blank < 0.5 ng/L 0.5 ng/L M03251509 field Blank < 1.0 ng/L 1.0 ng/L M03251510 Effluent 5.92 ng/L 1.0 ng/L 1 hereby certify that I have reviewed and approve these data. Laboratory Representative 642 Tamco Rd - PO Box 27 - Reidsville, NC 27320 (336) 342-4748 Ph - (336) 342-1522 Fax E-Mail: kris.pawlak@meritech-labs.com 0 0„ unaln of Custody Record (COC) NPDES#: MERITECH, IIYC� Client: d; , vv. iw- i,/n ' Phone: Address: Fax: ENVIRONMENTAL LABORATORIES Email: 642 Tamco Rd. Phone: 336-342-4748 Project: Reidsville NC 27320 Fax: 336-342-1522 P 0 #: Email: info@meritech-labs.com Attention: How would you like your Report sent? www.meriteCh-labs.com Circle all that apply: Email (preferred), Fax, Mail EPA 1631 Person Taking Sample (Sign/Print): i mple Location /ID p Date Time Sampling Site Description Bo 16 Tubing Sampler 245.1 Result (VPt) In House Cooler Lot # Lot # CH/DH Preservation # Field Blank J Method Of Shipment: Comments: Are these results f regulatory pdrposes? 4s ❑ No ❑ Reliq uish� yy'��� / � /.— � Wl-u� . ,n Datyi ,Time: �IV1\. j j' Relinquished by: Dale: Time Relinquished by: Date: Time: Received by: Date: Time: Received by: Date: Time: e 1. : e d by L bZV _ t,pate:` ]me: ❑ UPS ❑ Fed Ex ❑ Hand Delivery Other—_ ❑ — --_ L.j rt; . Received from i_ab Sccd e ,;,; Aug 12 14 09:53a ImLli.sburg Water Reclamati 91949E2883 LOUISBURG WRF FAX COVER SHEET DATE: 8-12-2014 TO: MITCH HAVES / NCDENR FROM: JIMMY ELLINGTON I LOUISBURG PAGES (INCLUDING COVER): 3 COMMENTS: MITCH, /%- %�. 1/S5 COPY OF THE LOUISBURG WWTP ANNUAL PERFORMANCE REPORT. I SENT THIS TO YOU LAST YEAR AND I AM ASSUMING YOU MAY STILL BE MY INSPECTER I CONTACT THIS YEAR A COPY HAS BEEN SENT TO CENTRAL FILES AND WILL BE PUBLISHED IN THE FRANKLIN TIMES FOR PUBLIC NOTICE. IF YOU HAVE ANY QUESTIONS CONTACT ME AT 919496-2677. Y I�E�' IS`►1I Aug 12 14 09:53a '-••`.sburg Water Reclamati 9194962883 p.2 Louisburg Wastewater Treatment Plant Perfortnance Annual Report July 1, 2013 —June 30, 2014 I. General Information Facility Name: Louisburg Wastewater Treatment Plant Responsible Entity: Town of Louisburg Person in Charge/Contact: Jimmy Ellington, Plant Superintendent 919-496-2677 Applicable Permits: NPDES Permit No. NCO020231 (Wastewater Discharge) General Permit No. NC G110000 (Stormwater Discharge) Non -Discharge Permit No. WQ0005981 (Biosolids Land Appliction) Non -Discharge Permit No. WQ0019992 (Conjunctive Reclaimed Water System) Treatment Process Description The Louisburg W WTP is an extended aeration system with a permitted treatment capacity of 1,370,000 gallons per day. It consists of influent screening and grit /grease removal, an anaerobic mixing zone, two oxidation ditches, two secondary clarifiers, three tertiary filters, ultraviolet disinfection, cascade aeration, two aerobic digesters and one effluent reuse station (currently unused). II. Performance The Louisburg W WTP facility was compliant throughout the entire twelve month period with no violations. The facility operated well within design efficiency with some mechanical breakdowns, but all malfunctions were corrected as needed. The table below shows plant performance in relationship with NPDES permit limits. LOUISGURG WASTEWATER TREATMENT PLANT EFFLUENT (DISCHARGE WATER) ANALYSIS Parameter Summer Winter NPDES Limits Actual Values Averse NPDES Limits Actual Values Average kHE��]� 6.0 to 9.0 s.u. 6.65-7.50 s.u. 6.0 to 9.0 s.u. 6.73-7.74 s.u. CBOD5 200 C 8.0 mg/L 2.23mg/1 16.0 mg/L 2.38mg/l Ammonia Nitrogen 3.0 mg/L 0.20mg/l 6.0 mg/L 0.34mg/l Total Suspended Residue 30 mg/L 5.63mg/1 30 mg/L 8.94mg/1 Fecal Coliform 200/100 ml 43.39/100m1 200/100 ml 2.20/100m1 Dissolved Oxygen 5.0 mg/L minimum 7.94mg/l 5.0 mg/L minimum 9.59mg/l Aug 12 14 09:53a I sburg Water Reclamati 9194RS2883 p.3 Flow 1.37 MGD 0.6285MGD 1.37 MGD 0.62 GD 111. Notification This report will be published in the Franklin Times Newspaper. W. Certification I certify under penalty of law that this report is complete and accurate to the best of my knowledge. t further certify that this report has been made available to the users or customers qr the nameyd system and that those users have been notified of its availability. Date Town of Louisburg f�2-;0/r 110 W. Nash St Louisburg, N.C. 27549 Office of the Town Administrator ►III March 11, 2014 NPDES Permit Unit N.C. Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 Re: Speculative NPDES Permit Limits Tar River Water Reclamation Facility NPDES Permit No. 0020231 Louisburg, North Carolina NPDES Permit Unit: sty o< No44 e"OL�ma Please accept this as formal request for speculative NPDES Permit Limits for the Tar River Water Reclamation Facility in Louisburg at the following flow rates: 1.75 MGD 2.00 MGD 2.50 MGD 3.00 MGD 3.50 MGD Please let me know if you need any information from the Town of Louisburg to grant this request. Sincerely, AXIII I — Mark R. Warren Town Administrator cc: Danny Smith, Raleigh Regional Office, 1628 Mail Service Center, Raleigh, NC 27699-1628 (919) 496-4145 • FAX (919) 496-6319 laaw IV � 110 W. Nash St. Louisburg, N.C. 27549 (919)496-3406 (919) 496-6319 Fax December 02, 2013 Mr. Danny Smith Regional Supervisor Surface Water Protection Section Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 DEC - 3 20i3 sty 0f )V&4A e Subject: Response to Compliance Evaluation Inspection Letter Dated October 31, 2013 Dear Mr. Smith I am writing in response to your follow up letter dated October 31, 2013 to the inspection of the Louisburg POTW on October 23, 2013. In your letter the Town was asked to outline future plans to address the concerns about the POTW PLC (programmable logic controller). This PLC controls automation within the POTW. The existing PLC is fully operational and functioning properly at this time. However, the PLC is over 20 years old and parts for the system are obsolete and no longer obtainable. The Town is in the process of planning for the replacement of the PLC in the fiscal year 2014-2015. The Town is exploring funding opportunities to incorporate in the budget. The Town has already begun obtaining estimates from contractors that will meet the Louisburg POTW needs and the Towns expectations. This upgrade would include new wiring, hardware, programming and training among any other needs. Please, be aware that a complete failure of the existing PLC would not result in any major operation or non -compliant issues at the Louisburg POTW. If this were to happen the POTW can be operated in a manual mode which would cost the Town more expense in electrical consumption, but would not jeopardize effluent quality or POTW compliance. At this time I would like to thank your office for the concern. If you have any further questions, please feel free to contact me in my office at (919)496-2677. Sincer ly, GJ Jim Ilington Louisburg WRF ORC Town of Louisburg Cc: Mark Warren, Town Administrator Louisburg WRF Files I Knies, Sara V From: Smith, Danny Sent: Friday, November 08, 2013 8:14 AM To: Knies, Sara V; Cashion, Ted Subject: Louisburg wwtp back generator Jimmy Ellington called from Louisburg WWTP. He explained that they have a new generator, the generator is on line, and they have all new control panels. The temporary generator is no longer on site. The new backup generator has been on line since November 5th. Nice work! Please make a note in file. Danny Danny Smith Regional Supervisor Raleigh Regional Office NCDENR-Division of Water Resources 3800 Barrett Drive Raleigh, NC 27609 (919)791-4252 Danny.Smith@ncdenr.gov Email correspondence to and from this address moy be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. Aug 20 13 02:21p Lo--'-burg Water Reclamati 9194962883 p.1 LOUISBURG WRF FAX COVER SHEET DATE:8-20-2013 TO:Mitch Hayes / NCDENR / 919-788- 7159 FROM:Jimmy Ellington / Louisburg WWTP PAGES (1NCLUDMGcovw:3 COMMENTS: Mitch, a copy of the Louisburg WWTP annual performance report for your records. A copy has also been sent to State Central Files. This will be published in the Franklin Times for public notice. If you have any questions contact me at 919-496-2677. Thanks Aug 20 13 02:21p La--4-turg Water Reclamati 9194962883 p.2 Louisburg Wastewater Treatment Plant Performance Annual Report July 1, 2012 —June 30, 2013 I. General Information Facility Name: Louisburg Wastewater Treatment Plant Responsible Entity: Town of Louisburg Person in Charge/Contact: Jimmy Ellington, Plant Superintendent 919-496-2677 Applicable Permits: NPDES Permit No. NCO020231 (Wastewater Discharge) General Permit No. NC G110000 (Stormwater Discharge) Non -Discharge Permit No. WQ0005981 (Biosolids Land Appliction) Non -Discharge Permit No. WQ0019992 (Conjunctive Reclaimed Water System) Treatment Process Description The Louisburg W WTP is an extended aeration system with a permitted treatment capacity of 1,370,000 gallons per day. It consists of influent screening and grit /grease removal, an anaerobic mixing zone, two oxidation ditches, two secondary clarifiers, three tertiary filters, ultraviolet disinfection, cascade aeration, two aerobic digesters and one effluent reuse station (currently unused). II. Performance The Louisburg W WTP facility was compliant throughout the entire twelve month period with no violations. The facility operated well within design efficiency with some mechanical breakdowns, but all malfimctions were corrected as needed. The table below shows plant performance in relationship with NPDES permit limits. LOUISGURG WASTEWATER TREATMENT PLANT EFFLUENT (DISCHARGE WATER) ANALYSIS Parameter Summer Winter NPDES Limits Actual Values Average NPDES Limits Actual Values Average H 6.0 to 9.0 s.u. 6.57-7.58 s.u. 6.0 to 9.0 s.u. 6.41-7.38 s.u. CBODS 200 C 8.0 mg/L 2.1mg/l 16.0 mg/L 2.3mg/I Ammonia Nitrogen 3.0 mg/L 0.19mg/1 6.0 mg/L 0.22mg/1 Total Suspended Residue 30 mg/L 3.27mg/1 30 mg/L 5.48mg/I Fecal Coliform 200/100 ml 21.81/100m1 200/100 ml 34.57/100ml Dissolved en 5.0 mg/L minimum 7.79mg/1 5.0 mg/L minimum 8.87mg/l Aug 20 13 02:21p LoF,+-burg Water Reclamati 9194962883 p.3 Flow 1.37 MGD 10.6228MGD 1.37 MGD I0.6032MGD III. Notification This report will be published in the Franklin Times Newspaper. IV. Certification I certify under penalty of law that this report is complete and accurate to the best of my know] ge. I further certify that this report has been made available to the users or custoWers of the named system and that those users have been notified of its availability. g- J' Ellingto Date Town of Louisburg Town of Louisburg A To C No. 020231 A02 Project No. CS370397-05 Issued November 8, 2011 Engineer's Certification JUN 18 2013 . I, kl Cyl I ✓ r 1 �2 Ua4, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the modifications and improvements to the Louisburg W WTP, located on NC Hwy56 East in Franklin County for the Town of Louisburg, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the following construction: Replacement of three (3) existing aerators with three (3) new 250 gpm aspirators; replacement of two (2) 500 gpm sludge recirculation pumps; and replacement of three (3) 2.7 Hp anaerobic selector zone basin mixers, in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources. I certify that substantial c Signature / Vy1'(" t i Date 7-6— 121 Mail this Certification to: of the above referenced project was observed to be built within tent of the approved plans and specifications. Registration No. 0 � q po Attn: Michelle McKay, E.I. Construction Grants & Loans DENR/DWQ 1633 Mail Service Center Raleigh, NC 27699-1633 �{tCARO /2", 44 9r: S E.A = GINS •i���yq�l Si1t�iGaJ�\\\' VGA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCrory Thomas A. Reeder John E. Skvarla, III Governor Acting Director Secretary June 12,2013 Mr. Mark Warren, Town Administrator Town of Louisburg 110 West Nash Street Louisburg, North Carolina 27549 SUBJECT: Final Inspection Water Reclamation Facility Improvements SRF Project No. CS 370 397-05 flijrarlF1"-1i% The Infrastructure Finance Section performed a Final inspection for the state and federally funded portion of subject project on Wednesday June 12, 2013. Due to the nature of the project being equipment intensive, IFS did not have the opportunity to perform any Interim inspections. For the record however a Pre Construction meeting was conducted on May 10, 2012 after issuance of approvals. You should review this report; take actions or provide responses as indicated and then file with your project records. You should maintain project records for 3 years from closeout of this loan. If you have any questions please contact me at (919) 707-9185 or via e-mail at gerald.horton@ncdenr.gov. It has been a pleasure working on this project with Mr. Jimmy Ellington of your staff and your Engineer Michael Acquesta of Municipal Engineering Services. Sincerely, i(. / Getrild W. Horton, PE Environmental Engineer Construction Inspection Group «n,g:,.h cc: Jimmy Ellington, ORC, Town of Louisburg Mike Acquesta, PE Municpal Engineerings Services, Boone office Danny Smith, Raleigh DWQ Mark Hubbard, PE, Donna Jackson, PE, Leslie Rogers SRF C.\Vae7',guhormn\Documents\Projects (Anvel\Luuisbury SRFS97-05 gv+h\Closeout\Lumsburg WRFImpiv FINAL I2-96-12 doc Incastrvctum Finance Section One IE33 Mail Service Center. Raleigh. North Camlina 279994633 NorthCarolina Locaban: 8' floor Amhdale Building, 512 N. Salisbury St. Raleigh. North Carolina 27604 ,%Vli�llrlT!!f Phone:919-707-9160 \ FAX: 919-715-6229 Internet: ifs.nc.gov An foualOpoor2rety 1 A19MO&WActian SnnlMr Louisburg WWTP Improvements SRF Project No. CS 370 397-05 FINAr rnspectionof Jun 2013 Pag. � 4 3 I. FINAL INSPECTION - Action Items and Comments - The NC Infrastructure Finance Section (IFS) requests a response from either the Owner or Engineer, as applicable to those items marked *. Item(s) may be addressed via a statement in a cover letter or by submitting the requested information. It is recommended all information be submitted at one time to IFS. If forms are needed to comply with items below, refer to IFS web site ifs.nc.gov 1) For the record the Record Drawings have been provided to Owner. 2) * Provide Warranty documentation to IFS noting all warranty date(s) for the contract. Confirm that the information has been provided to all parties including Water & Waste Systems Construction, Inc., that is, all parties should be aware of warranty date(s). Documentation should also provide Substantial Completion Date. 3) * Provide IFS copy of Contractors Release of Liens. 4) * Provide IFS copy of Contractors Consent of Surety. 5) * Confirm that all spare parts specified have been turned over to Owner and provide list of those spare parts. 6) * Submit final reimbursement request to IFS, please note that Owner is responsible for seeking project related Sales Tax reimbursement through the NC Dept. of Revenue. 7) * Submit Owners Certification of Completion when appropriate. 8) * Submit Engineer's Certification of Completion. 9) * Submit DBE Form 6100-2. 10) Project was completed within the contract period. H. SRF Funding Budget Expense Water & Waste Systems Construction Inc. contract Direct Purchase Mixers Direct Purchase Aspirators Contingency Legal Planning, Design, Bidding Construction Phase Engineering Asset Management Plan Total Eligible Costs Louisburg has a maximum loan amount of $247,027 application. Term of loan is 20 years at 0% interest. Eligible Amount $ 141,591 $ 63,607.50 $ 12,090 $ 10,864 $ 2,125 $ 18,150 $ 13,125 10,000 $ 271,552.50 which is 10% above original III. CONTRACT - Water & Waste Systems Constr., Inc., 14 Apothecary Court, Garner, NC 27529 Unlimited- PU (Water & Sewer Lines) PU (Water Pur. & Sewage Disp.) Lic # 35745 Consulting Engineer: Michael Acquesta, PE, Municipal Engineering Services Co., PA 671 West King Street, PO Box 349, Boone, NC 28607 IV. DESCRIPTION of ELIGIBLE WORK — The authorization to construct and the scope of work consisted of constructing and/or installing: o replace 3 - existing aerators with 3 new 250 gpm aspirators "Air Jammers" o replace 2 - 500 gpm sludge recirculation pumps 0 425 lin. ft_ of ductile iron pipe in yard at sludge holding) and o replace 3 - 2.7 Hp anaerobic selector zone basin mixers .... all in conformity with the project plans, specifications, approved addenda and other supporting data subsequently filed and approved by the Dept. of Environment & Natural Resources Louisburg W W7P Imnmvements SRF Project No. CS: 97-05 FINAL Inspection of June 12, 2013 Page 3 of 3 V. CHANGE ORDERS - there was one change order for $ 6,858.50 for stone to improve the access drive at rear of facility. VI. FINAL INSPECTION PARTICIPANTS Jimmy Ellington Mike Acquesta, PE Louisburg, ORC fedleyforest@yahoo.com O'Brien & Gere macquesta@mesco.com 919 418-3175[C] 919 971-5859[C] Gerald Horton, PE NC Infrastructure Finance Section 919 707-9185 ,-erald.horton@ncdenr.gov Apr 16 13 09:38a Louisburg Water Reclamati 9194962883 p.l LOUISBURG WRF FAX COVER SHEET DATE: April 16, 2013 TO: Mitch Hayes / DWQ / Fax 788-7159 FROM: Jimmy Ellington / Louisburg PAGES (INCLUDING COVER): 9 COMMENTS: Mitch, 2013 PPA including COC forms and copy of cover letter used for submission to DWQ Central Files. This will be the last PPA for the NPDES permit # NCO020231 cycle. Also enclosed, a copy of NCDWQ NPDES Effluent Pollutant Scan Waiver Form signed November 30, 2011. Any questions please call 919496- 2677. Thanks Rpr 16 13 09:38a Louisburg Water Reclamati 9194962883 976 4 1 110 W. Nash St. Louisburg, N.C. 27549 (919) 496-3406 (919) 496-6319 Fax April 16, 2013 NC DENR DWQ Central Files 1617 Mail Service Center Raleigh, NC 27699-1617 Central Files, Li ste 0l'*6&iA e p.2 Please find enclosed, the Effluent Pollutant Analysis for the Town of Louisburg Water Reclamation Facility for the year 2013. This will be the third and final Effluent Pollutant Analysis for the current NPDES # NC0020231permit cycle. The NCDWQ NPDES Effluent Pollutant Scan Waiver Form was signed and certified November 30, 2011. A copy of this waiver in enclosed. A copy of all enclosed materials will be faxed to Mitch Hayes in the Regional Office. If you have any questions please contact me at 919-496-3406. JimlhyyEllington Louisburg WRF CC: Mitch Hayes, Regional Office Apr 16 13 09:38a Louisburg Water Reclamati 9194962883 p.3 lieu of performing the required annual Effluent Pollutant Scan and to satisfy the NPDES reporting requirement, a municipal wastewater treatment facility may complete and submit this form to NCDWQ if the following criteria are met: ➢ The facility can still meet the requirement to perform three pollutant scans for its next NPDES permit application; and ➢ Has a design flow greater than or equal to 1.0 MGD; or ➢ Is required to have a pretreatment program (or has one in place); or ➢ Is otherwise required by the NCDWQ to conduct an annual effluent pollutant scan. FacilityNamer Louisburg Water Reclamation Facility NPOESPernitNumber: NCO020231 OutfallNumber; 001 EffectiVeDate., April 01,2010 (Compieteformforeach outfalidischarging effluent towaters of the state and requiring an annual Effluent Pollutant Scan.) Expiration Date: September 30, 2014 Owner Information Person Certifying the Form Owner / Permittee Name: Town of Louisburg Mark Warren Certifer's Name: Jimmy Ellington Title (if applicable): Town Administrator Title or Position with facility: Plant Superintendant Email Address: mwarren@ncrrbiz.com Email Address: fedleyforest@yahoo.com Mailing Address: 110 West Nash Street Louisburg, NC 27549 Mailing Address: 110 West Nash Street Louisburg, NC 27549 City, State Zip: City, State Zip: Telephone: 919-496-3406 Telephone: 919-496-2677 By completing and submitting this form,1, Jimmy Ellington (printed name) certify that the effluent waste stream for the facility and outtall indicated above has not significantly changed within the past year in a manner that would cause any of the listed parameters to be present or present in concentrations greater than previously reported and I hereby submit this completed form to satisfy the NPDES annual Effluent Pollutant Scan reporting requirement for calendar year 2011 I also attest that the facility can still meet the req ement to perform three pollutant scans for the next NPDES permit application. Certified by (signature): Position or titie of certifier: W WTP apeAntendant Date certified: November 30, 2011 This completed form shall he submitted along with the Discharge Monitoring Report to the following address: Division of iNoter Quality/Surface Water Protection Section /Centro] Files,1617 Mail Service Center, Raleigh, North Carolina 27699-1617. npr 16 13 09:38a Louisburg Water Reclamati 9194962683 p.4 Meritech, Inc.. Environmental Laboratory Laboratory Certification No.165 Contact: Richard Collins Client: Louisburg, Town of 110 West Nash St. Louisburg NC 27549 Report Date: NPDES#: Date Sample Rcvd: 3/14/2013 NCO020231 2/26/2013 M eritech Work Order # 022613105 Sample: Effluent Composite 2/25-26/13 Parameters Result Analysis Date Renortine Limit Method Total Dissolved Solids 184 mg/L 2/27/13 10.0 mg/L SM 2540C Ammonia, Nitrogen < 0.1 mg/L 3/6/13 0.1 mg/L EPA 350.1 TKN 1.50 mg/L 3/5/13 0.20 mg/L EPA 351.1 Nitrate/Nitrite, Nitrogen 5.91 mg/L 2/27/13 0.10 mg/L EPA 353.2 Nitrogen, total 7.41 mg/L 3/5/13 0.20 mg/L EPA 353.2 Antimony, total < 0.025 mg/L 3/6/13 0.025 mg/L EPA 200.7 Arsenic, total <0.010 mg/L 3/6/13 0.010 mg/L EPA 200.7 Beryllium, total < 0.005 mg/L 3/6/13 0.005 mg/L EPA 200.7 Cadmium, total < 0.002 mg/L 3/6/13 0.002 mg/L EPA 200.7 Chromium, total < 0.005 mg/L 3/6/13 0.005 mg/L EPA 200.7 Copper, total 0.007 mg/L 3/6/13 0.002 mg/L EPA 200.7 Lead, total < 0.010 mg/L 3/6/13 0.010 mg/L EPA 200.7 Magnesium, total 2.90 mg/L 3/11/13 0.005 mg/L EPA 200.7 Nickel, total < 0.010 mg/L 3/6/13 0.010 mg/L EPA 200.7 Phosphorus, total 0.0S5 mg/L 3/6/13 0.020 mg/L EPA 200.7 Selenium,total <0.010 mg/L 3/6/13 0.010 mg/L EPA 200.7 Silver, total < 0.005 mg/L 3/6/13 0.005 mg/L EPA 200.7 Thallium, total < 0.020 mg/L 3/6/13 0.020 mg/L EPA 200.7 Zinc, total 0.070 mg/L 3/6/13 0.010 mg/L EPA 200.7 Hardness (titration) 44 mg/L 2/28/13 1 mg/L SM 2340C E.PA625 Atwheci 3!'L1/13 625 Meritech Work Order# 022613106 Sample: Effluent Grab 2/26/13 Parameters Result Analysis Date Reporting.Lim Method Cyanide, total < 0.005 mg/L 3/1/13 0.005 mg/L EPA 335.4 Oil & Grease (HEM) < 5 mg/L 2/28/13 5 mg/L EPA 1664A Phenols, total 0.013 mg/I. 2/28/13 0.010 mg/L EPA 420.1 EPA 624 Attached 3/8/13 624 I hereby certify that I have reviewed and approve these data. u Laboratory Representative 642 Tamco Road, Reidsville, North Carolina 27320 tel.(336)342-4748 fax.(336)342-1522 Rpr 16 13 09:39a Louisburg Water Reclamati 9194962883 MERITECH, INC. Environmental Laboratories Laboratory Certificate 4165 Client: Louisburg Meritech ID#: 022613105 Project: PPA Analysis: 03/21/13 Client Sample ID: Effluent Extraction: 03/04/13 Sample Collection: 02/26/13 Analyst: MC Dilution Factor: 1 EPA 625 SEMIVOLATILE ORGANICS Parameter Result Parameter Result Acenaphthene <10 ug/L Fluoranthene <10 ug/L Acenaphthylene <10 ug/L Fluorene <10 ug/L Anthracene <10 ug/L Hexachlorobenzene <10 ug/L Benzidine <50 ug/L Hexachlorobutadiene <10 ug/L Benzo(a)anthracene <10 ug/L Hexachlorocyclopentadiene <50 ug/L Benzo(a)pyrene <10 ug/L Hexachloroethane <10 ug/L 3,4-Benzofluoranthene <10 ug/L Indeno(1,2,3-cd)pyrene <10 ug/L Benzo(k)fluoranthene <10 ug/L Isophorone <10 ug/L Benzo(g,h,i)perylene <10 ug/L 2-Methylnaphthalene <10 ug/L Benzyl butyl phthalate <10 ug/L Naphthalene <10 ug/L Bis(2chloroethoxy)methane <10 ug/L Nitrobenzene <10 ug/L Bis(2-chloroethyl)ether <10 ug/L N-Nitrosodimethylamine <10 ug/L Bis(2-chloroisopropyl)ether <10 ug/L N-Nitrosodi-n-propylamine <10 ug/L Bis(2-ethythexyl)phthalate < 10 ug/L N-Nitrosodiphenylamine <10 ug/L 4-Bromophenyl phenyl ether <10 ug/L Phenanthrene <10 ug/L 2-Chloronaphthatene <10 ug/L Pyrene <10 ug/L 4-Chlorophenyl phenyl ether <10 ug/L 1,2,4-Trichlorobenzene <10 ug/L Chrysene <10 ug/L Dibenzo(a,h)anthracene <10 ug/L p-Chloro-m-cresol <10 ug/L 1,2-Dichlorobenzene <10 ug/L 2-Chlorophenol <10 ug/L 1,3-Dichlorobenzene QO ug/L 2,4-Dichlorophenol <10 ug/L 1,4-Dichlorobenzene <10 ug/L 2,4-Dimethylphenol <10 ug/L 3,3'-Dichlorobenzidine <50 ug/L 2,4-Dinitrophenol <50 ug/L Diethyl phthalate <10 ug/L 4,6-Dinitro-ocresol <50 ug/L Dimethyl phthalate <10 ug/L 2-Nitrophenol <10 ug/L Di-n-butyl phthalate <10 ug/L 4-Nitrophenol <50 ug/L 2,4-Dinitrotoluene <10 ug/L Pentachlorophenol <50 ug/L 2,6-Dinitrotoluene <10 ug/L Phenol <10 ug/L Di-n-octyl phthalate <10 ug/L 2,4,6-Trichlorophenol <10 ug/L 1,2-Diphenylhydrazine <10 ug/L I hereby certify that I have reviewed and approve these data. /, t' 41Y Laboratory Representative 642 Tamco Road * Reidsville, NC 27320 (336) 342-4748 Ph * (336) 342-1522 Fax M Apr 16 13 09:39a Louisburg Water Reclamati 9194962883 p.6 MERI M.0H. INC. Environmental Laboratories A'Division of Jvater Tecnnology and Controls, Inc. Client: Louisburg Meritech ID#: 022613106 Project: PPA Analysis: 031O9/13 Client SamplelD: Effluent Analyst: VWV Sample Collection: 02/26/13 Dilution Factor: 1 Report Date: 03/13/13 EPA 624 VOLATILE ORGANICS Parameter Result Benzene < 1.00 ug/L Dichlorobromomethane < 1.00 ug/L Brom0form < 1.00 ug/L Methyl Bromide < 5.00 ug/L Carbon Tetrachloride < 1.00 ug/L Chlorobenzene < 1.00 ug/L Chloroethane <5.00 ug/L 2-Chloroethyl vinyl ether <5.00 ug/L Chloroform < 1.00 ug/L Methyl Chloride < 5.00 ug1L Chlorodibromomethane < 1.00 ug/L 1,2-Dibromoethane < 1.00 ug/L I,I-Dichloroethane < 1.00 ug/L 1,2-Dichloroetliane < 1.00 ug/L 1,4-Dichlorobenzene < 1.00 ug/L 1,2-Dichlorobenzene < 1.00 ug/L 1,3-Dichlorobenzene < 1.00 ugfL 1,1-Dichloroethylene < 1.00 ug/L trans-1,2-Dichloroethylene < 1.00 ug/L 1,2-Dichloropropane < 1.00 ug/L cis-1,3-Dichloropropylene < 1.00 ug/L trans-1,3-Dichloropropylene < 1.00 ug/L Ethyl benzene < 1.00 ug/L Methylene chloride < 1.00 ug/L 1,1,2,2-Tetmchloroethane < 1.00 ug/L Tetrachloroethylene < 1.00 ug/L Toluene < 1.00 ug/L 1,1, I-Trichloroethane < 1.00 ug/L 1,1,2-Trichloroethane < I.00 ug/L Trichloroethylene < 1.00 ug/L Trichlorofluoromethane <5.00 ug/L Vinyl chloride < 5.00 ug/L Additional Compounds Acrolein <50.0 ug/L Acrylonitrilc <10.0 ug/L I hereby certify that I have reviewed and approve these data. G , Laboratory Representative 642 Tameo Road' Reidsville, NC 27320 (336) 342-4748 Ph' (336) 342-1522 Fax Chain of Custody Record COC Client: Louisburg _// Address: 19 WBST A)R,S S(', _ ,� Attention: �Ae'c� O //, I# a NPOES#: p_ R Phone: Fax: Email: Project: PPA Po#: MERITECH INC. Environmental Laboratories - A Division of Water Technology and Control, Inc. 642 Tamco Rd Phone 1-336-342-4748 Reidsville, NC Fax: 1-336-342-1522 27320 Email: wtclabpbellsouth.net Web Site: www.meritech-labs.com Turn Around Time* Std (10 ys) 3- 5 Day 0 24 -48 Hr 0 Sample Location/ID # Sampling Dates & Times Person Taking Sample (Signature): µiv Lab Use Only START END Comp? Grab? #of coma. Tests Required On Ice? pH OK? C12 OK? Date Time Date Time Effluent Qa 5 D�3S �2�/(3 D9 rs C 3 TDS, 625 C 1 NH3, Ntot ( H2SO4) C 1 Metals -Sb,As,ge,C[d,Cr,Cu,Rb,Ni,se,Ag- 'f! TI,Zn, M ,Hardness,Ptot ( w/ HNO3 Effluent db /� Q�/S G 2 C anide w/NaOH , Oil & Grease w/HC1 ( ) 'll G 3 624 ( w/HCI ) G 1 Phenols (w/H2SO4 & CuSO4) Method of Shipment: Comments: LLHg on Separate COC ❑ UPS Fed Ex Hand Hand Delivery �Otner Will these results be used for regulatory purposes? Yes No *RUSH work must be approved prior to submitting samples. Ralinquished by: J Dalo: Time: 4 • ��j •� J� �(P /j �1-'/S Da Received by: Date: Time: ;z t5 f3 1. y Relinquished b Date: ' Time / 316 L1: Received by: Date: Time: _ Relinquished by: Date: Time: Received at li by: Date: Time: l n. A to O m 3 to tt to m A to to ra m to tD a �J Hpr 16 13 09:39a Inuisburg Water Reclamati 919AQG2883 p.8 Client: Attention NPDES# MERI TECH, INC. ENVIRONMENTAL LABORATORIES Laboratory Certification No. 165 Town of Louisburg W WTP 110 West Nash Street Louisburg, NC 27549 Richard Collins Date Sampled 02/26/13 Digested 02/27/13 Analysis 03/08/13 Anahst: SMc EPA 1631 Low Level Mercury Analysis Meritech iD # Sample 1D Result Reporting Limit MBLK0407B Method Blank < 0.5 ng/L 0.5 ng/L M02271315 Field Blank < 1.0 ng/L 1.0 ng/L M02271316 Effluent 5.10 ng/L 1.0 ug/L I hereby certify that I have reviewed and approve these data. d . X4l 1 Laboratory Representative 642 Tamco Rd - PO Box 27 - Reidsville, NC 27320 (336) 342-4748 Ph - (336) 342-1522 Fax E-Mail: kris.pawlak@medtech-labs.com 6 �b !(n S1 4&. A '4. i tY/ kM11 C;H, INC. NPDESq ENVIRONMENTAL LABORATORIES Client: owr, Luls%iut W WT Tat: A Division o/ Water Technology and Controls, Inc. -- — 1 ti Address: �-.d It t-5 Fax: - --� PH: 336-342-4748 75- P. O. >< 642 Tamoo Rd. FAX: 336.342-1522 Reidsville, NC 27320 EMAIL: mrmrtech@bellsouth.net Attention: g c.�i Cx1' ci Go 11//1 5 proJectn Chain of Custody Record (COC) EPA 1631 Person Taking Sample(Signature)r'" Sampla Dale Time Bottle Tubing Samplers Sampling Site Descdrr plion 245.1 Result In -House Cooker LocatloMD l: _ _ Lot q Lot a CWDH (ppt) Preservation Field Blank -/2611- �2..36 .,, 14K C/u "yr Gu/d. Ly �-�- {1LGI_ � Method of Shipment: ❑ UPS Comments: Rcil N Will these results be used for regulatory purposes? Yes No ❑ ❑ Fed Ex ❑ Hand Delivery * Other Relinquished Date Time ..a a 6 /3 6� S Received by Date Relinquished by Date Time Received by Date Time Relinquished by Date Time a ived at lab by Date Time r D Im E N Ct ml l A N n N 3 N N to CD 41 (D m IV m m w 0 .. ... ... .-.'" r3^^nf.rnr1 frnrn ! )h Cnnuro Arns NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCrory Charles Wakild, PE Governor Director January 11, 2013 John Skvarla Secretary Mr. Mark Warren, Town Administrator JAN IS 413 Town of Louisburg J 110 West Nash Street Louisburg, North Carolina 27549 NC DENR Raletd Re Tonal Obit SUBJECT: Change Order no. 1 - Final Water & Waste Systems Construction Inc. Louisburg WRF Improvements Project No. CS 370 397-05 Dear Mr. Warren: The Infrastructure Finance Section of the North Carolina Division of Water Quality has concluded review of the information received in support of subject change order, for which the following determinations have been made: Change Order No. 1 Total Change $ 6,858.50 Eligible Part of change order $ 6,858.50 Original Contract & Eligible Amount $ 141,591.00* New Total Contract & Eligible Amount $ 148,449.50 * Maximum Loan amount is $247,027 Change order #1 includes adding a plug valve for isolation and ABC stone on deteriorated area of plant road near the current project. There was no request to add time to the contract. Completion date remains September 1, 2012. This Change order with related procurement documentation has been found to be in compliance with applicable SRF regulations. However, it should be understood that this approval is administrative only and does not relieve the recipient of the responsibility to ensure the validity of the supporting documentation including the corresponding cost and pricing data. S VFS\Pmjert Management ofench\Group-Conslmcbun I-srpCimn PrnjedsiAcfirei`,towSburg SR I-gwh\Cgs\C01-Final WSS 12-11-20don. "structure finance Section 1633 Mail Serdce Center, Raleigh, North Carolina 21699-1633 location: 9`' Floor Archdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27604 None �kihCarolina Phone: 919-707-9169 \ FAX 919-715-6229 // Internet :w .ncamteivualgvure awrally An Equal Opportunity \ ANi,mati,e Action Employer Louisburg Page 2 of 2 WRF Improven Change Order #1-Final Water & Waste y,,ems Construction Inc. January 11, 2013 CS 370 397-05 Accordingly, this approval is without prejudice to a redetermination of allowable/unallowable costs should a post approval review or audit disclose facts not now discernible. Time extensions are approved for purposes of funding eligibility only. Any compliance schedules contained in an SOC, JOC, permit, or other compliance or enforcement document issued by the North Carolina Department of Environment and Natural Resources, are not affected by this change order determination. This letter should be filed with the other SRF project documents in your possession. If you have any questions or comments, please contact Gerald Horton at (919) 707-9185, or me at (919) 707-9162. Sincere ly,, �G64�iJ Mark L. Hubbard, P.E., Assistant Chief Infrastructure Finance Section �Ak 11 uxh Jimmy Ellington, ORC, Town of Louisburg Municipal Engineering Services Co. PA Danny Smith, Raleigh Regional Office Mark Hubbard, PE, Leslie Rogers SRF