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HomeMy WebLinkAboutNC0072877_Inspection_20010125North Carolina Department of Environment and Natural Resources Division of Water, Quality Fayetteville Regional Office Michael F. Easley, Governor William G. Ross, Jr., Secretary Kerr T. Stevens, Director January 25, 2001 The Honorable William Wilson Mayor, Town of Newton Grove POBox4 Newton Grove, NC 28366 SUBJECT: Compliance Evaluation Inspection Town of Newton Grove Wastewater Treatment Plant NPDES Permit No. NC0072877 Sampson County Dear Mr. Wilson: 1/2V" �" NcDENR Enclosed is a copy of the Compliance Evaluation -Inspection conducted January 19, 2001: As part of the inspection a tour of the Wastewater Treatment Plant was conducted. All observations and recommendations are in Part D. Summary of Findings/Comments of this inspection report. The priority of all -wastewater treatment facilities should be complete compliance with the NPDES permit which will ensurethe bestquality effluent discharged to ' our receiving streams. To maintain consistent compliance, ""process control testing" is highly recommended. Please review the attached report. If you or your staff have any questions. do not hesitate to contact me at 910-486-1541. Sincerely, Don Register-" Environmental Technician IV /bsh Enclosures 225 GREEN STREET- SUITE 714 / SYSTEL BUILDING / FAYETTEVILLE, NC 28301-5043 PHONE (910) 486-1541 FAX (910) 486-0707 W WW.ENR.STATE.NC.US/ENR/ AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER- 50% RECYCLED/10% POST CONSUMER PAPER DENR TOLL FREE HOTLINE: • 1-877-623-6748 NPDES COMPLIANCE INSPECTION REPORT North Carolina Division of Water Quality Fayetteville Regional Office Section A. National Data System Coding Transaction Code: N. NPDES NO. NC0072877 Date: 010119 Inspector: S Facility Type: 1 Facility Evaluation Rating: 4 BI: N QA: N Section B: Facility Data Name and Location of Facility Inspected: Town of Newton Grove WWTP Entry Time: 11:00am Exit Time/Date: 3:OOpm/010119 Name(s), Title(s) of On -Site Representative(s): Jim Ballance (Certified Grade III) - "ORC" Phone Number(s): (910)594-0827 Name, Title and Address of Responsible Official Mr. William Wilson, Mayor PO Box 4 Newton Grove, NC 28366 Section C: Areas Evaluated During Inspection Inspection Type: C Reserved: Reserved: Permit Effective Date: 960901 Permit Expiration Date: 010731 Contacted: no (S = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated, N/A = Not Applicable) .. .....Yem ....lr.... eords .c exev,e easurerraeut• uen ecem Pretre. tmec of rtono o rira ra >:Coiipltanee.Schedu peration & i%Jaintet ante Section ID: Summary of Findings/Comments: 1. The manual bar screen was operational. All screenings are disposed of through the county landfill. 2. The Equalization (EQ) Basin assists in stabilization of wastewater before it flows to the oxidation ditch. Return sludge from the clarifier is added to the basin. A recommendation for the (EQ) basin pump discharge box was to increase slots in the baffle plate to allow further adjustment to maintain a constant flow 24 hours/day through the plant. 3. The oxidation ditch appeared to be adequately treating the wastewater. The following parts for the brush aerator are not on site: spare brush, bearing, gearbox or motor. A recommendation is to check the lead time for replacement parts since this is the heart of the treatment process. 4. The clarifier appeared clear as it flowed over the weirs. The sludge depth appeared to be approximately eight (8) feet with a tank depth of ten (10) feet. 5. The tertiary filters were observed to be operational with some grease balls floating on the surface. The grease balls are skimmed from the water surface each day and properly disposed of. Ultraviolet light is used as disinfection. Ultraviolet light lamps are cleaned every 2-3 weeks. An intensity lamp indicator revealed a reading of three(3) with _a range of 0-7. Zero (0) means no disinfection occurring. The effluent appeared to be free of solids. 8. The effluent outfall was not easily accessible due to falling of trees from previous storms. The effluent outfall should be accessible to monitor to assist with preserving our receiving stream. 9. The Aerobic Digester was observed to be operational. A quantity of up to 10,000 gallons of sludge is wasted weekly. Sludge is land applied monthly to permitted land. An amount of 7 '/z acres surrounding the wastewater facility is owned by the town and this area is used for sludge disposal. This facility has a total of 44 '/Z acres permitted for land application of sludge. The "ORC" is responsible for implementing the land application permit. 10. The effluent flow meter was calibrated September 2000 by Instrumentation Services, Inc. It is advisable that the flow meter calibration document contain the % error before and after calibration in the future by the technician. 11. The following NPDES permit required parameters are analyzed on site by facility staff: pH, Temperature, Dissolved Oxygen. All other required parameters are analyzed by a contract laboratory "Vann Laboratories." 12. A compliance evaluation analysis report for the period January through December 2000 revealed monthly violations. Monthly violations for BOD and Ammonia Nitrogen was noted for the months of May - November 2000 and Notice of Violations were sent to the facility. 13. Laboratory records were reviewed for the months January through November 2000 and compared to Discharge Monitoring Records. Data appeared to be correctly reported. 14. The NPDES permit was available upon request. -continued- 15. As a reminder as per our Administrative Code Section: 15A NCAC 2B .0506(b)(3)(F)(i)-the date on which collection of composite samples is commenced or data shall be entered onto the monitoring report form on the date that has the greater number of hours in it. The following examples will assist you in understanding the reporting date: A. If the composite sample is started on Tuesday, January 2, 2001 at 9:OOAM and the sample is withdrawn from the composite sampler on Wednesday, January 3, 2001 at 9:OOAM; the day with the greater number ofhours in it is Tuesday, January 2, 2001. B If the composite sample is started on Tuesday, January 2, 2001 at 6:OOPM and the sample is withdrawn from the composite sampler on Wednesday, January 3, 2001 at 6:OOPM; the day with the greater number or hours in it is Wednesday, January 3, 2001. Name and Signature of Inspector r7 Don Register Name and Signature of Reviewer 12-Lttztp 4621.0;i'D Belinda Henson Action Taken Agency/Office/Telephone DENR/Fayetteville/(9 1 0)4 8 6-1541 Agency/Office/Telephone Date Date DENR/Fayetteville/(91 0)4 8 6- 15 41 1 ' �- 0 Regulatory Office Use Only Compliance Status Noncompliance _Compliance Date Section D: Summary of Findings/Comments Brief Facility.Description: Town of Newton (trove operates a 0.200 MC;D WWTP consisting of a manual bar screen, equalization basin, circular one rotor aerated oxidation ditch, twenty foot diameter clarifier, sludge pump station, tertiary filter consisting of eighteen individual cells, automatic backwash traveling bridge,siltraviolet disinfection, cascade post aeration, ultrasonic open channel flow meter with totalizer' and an aerobic sludge digester. es No N/A 1. Yes No N/A 2. No N/A No N/A c : No N/A (ems No N/A etz r FACILITY SITE REVIEW • Treatment units properly operated and maintained. • Standby power or other equivalent provision provided. 3. Adequate alarm system for power or equipment failure available. 4. Sludge disposal procedures appropriate: a. Disposal of sludge according to regulations b. State approval for sludge disposal received. No N/A 6. No N/A 7. No N/A 8. 'sec No N/A 9. Yes ° (SD) N/A 10. Yes No Yes No No N/A 11. No N/A 12. All treatment units other than backup units in service. Sufficient sludge disposed of to maintain treatment process equilibrium. Adequate number of qualified operators on staff. • Established procedures available for training new employees. Adequate spare parts and supplies inventory maintained. a. Hydraulic overflows and/or organic overloads experienced b. Untreated bypass discharge occurs during power failure . c. Untreated overflows occurred since last inspection. • Plant has general safety structures such as rails around or covers over tanks, pits, or wells. Plant is generally clean, free from open trash areas. Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No N/A No �v77�j So N/A No N/A No No No No No No No No No No No No No No No No No. No No No No N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Yes No Yes No N/A Yes No N/A Yes No N/A Yes No N/A Page 2 13. Screening: a. Manual b. Mechanical c. Buildup of debris d. Screenings properly disposed of. 14. Grit Removal: • a. Excessive organic content in the grit chamber b. Excessive odors c. Grit properly disposed of. 15. Primary clarifier: a. -Excessive gas bubbles b. Black and odorous wastewater c. P.00r suspended solids removed d. Excessive buildup of solids in center well of circular clarifier e. Weirs level f. Weir blockage g. Evidence of short circuiting h. Lack of adequate scum removal I. Excessive floating sludge . j. Broken sludge scraper. 16. Trickling Filter: Trickling filter ponding(indicating clogged media) Leak at center column of trickling filter's distribution arms Uneven distribution of flow on trickling filter surface • Uneven or discolored growth Excessive sloughing of growth Odor Clogging .of trickling filter's distribution arm orifices Filter flies, worms, or snails: a. b. c. d. e. f. g• h. 17. Rotating Biological Contactors (RBC): a. Development of white biomass on rotating biological contactor media b. Excessive sloughing of growth c. Excessive breakage of rotating disks or shafts in RBC units d. Excessive breakage of paddles on brush aerators e. Shaft, bearing, drive gear, or motor failure on disk or brush aerators. Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes . Yes Ycs Yes qoD N/A NoCJ N/A N/A N/A NosCIJJ No 1/ No No No No N/A N/A N/A ® N/A CD N/A ® N/A N/A CSD N/A 6'0) N/A (No) N/A ® N/A N/A r N/A ® N/A N/A N/A 1�c N/A c N/A N/A No No No No No No No No N/A N/A N/A N/A N/A N/A N/A -18. Activated Sludge Basins/Oxidation Ditches: Dead spots Failure of surface aerators Air rising in clumps • Dark foam or bad color Thick billows of white, sudsy foam Air rising unevenly Excessive air leaks in compressed airpiping. a. b. c. d. e. f. 19. Stabilization Ponds/Lagoons: - a. Excessive weeds including duckweed in stabilization b. Dead fish or aquatic organisms c. Buildup of solids around influent pipe d. Excessive scum on surface. 20. Secondary Clarifier: a. Excessive gas bubbles on surface b. Unlevel overflow weirs c. d. e. f. g. h. I. J. Page 3 ponds Weir blockage Evidence of short circuiting Excessive buildup of solids in center well of circular clarifier Pin floc in overflow . Ineffective scum rake Floating sludge on surface Excessive high sludge blanket Clogged sludge withdrawal ports on secondary clarifier. 21. Filtration: Filter surface clogging Short filter run • Gravel displacement of filter media Loss of filter media during backwaslling Recycled filter backwash water in excess of 5 percent Formation -of mudballs in filter media. a. b. c. e. f. 22. Chlorination Unit: a. Sludge buildup in contact chamber b. Gas bubbles Floating scum and/or solids Inadequate ventilation of chlorine feeding room and storage area NIOSH-approved 30 minute air pack All standing chlorine cylinders chained in place All personnel trained in the use of chlorine Improper chlorine feed, storage, and reserve supply. c. d. e. f: g. h. r�'es No N/A 23. . Ultraviolet radiation disinfection present and in use. Yes No(/� Yes No N/A Yes No N/A Yes CZ) N/A Yes <ISTD N/A Yes ® N/A Yes NoCO) Yes Yes Yes Yes Yes Yes Yes Yes (test rYe Yes Yes Yes Yes No 1/ No N/A No N/A No (N%A NoA) No !N/A? No . NIAA No % No N/A No N/A No NT No N/A No N/A No N/A 29. Yes No Yes No N/A Yes No N/A _. Page 4 - 24. Dechlorination: a., Improper storage of sulfur dioxide cylinders b. Inadequate ventilation of sulfur dioxide feeding room c. Automatic sulfur dioxide feed or feedback control not operating properly. - 25. Aerobic Digester: a. , Excessive foaming in. tank b. Noxious"odor c. Mechanical aeration failure d. Clogging of diffusers. 26. Anaerobic Digester: a. Floating cover tilting. b. Gas burner inoperative c. Supernatant has a sour odor. 27. Sludge Drying and/or disposal: Poor sludge distribution on drying beds .Vegetation in drying beds Dry sludge remaining in drying beds Dry sludge stored on site Filtrate from sludge drying beds returned to Approved disposal site for the sludge Sludge land applied. a. b. c. d. e. f. g• front of plant 28.. Filter Press: a. High level of solids in filtrate from filter -presses or vacuum filters b. Thin filter cake caused by poor dewatering c. Sludge buildup on belts and/or rollers of filter press d. Excessive moisture in belt filter press sludge cake. Polishing Ponds or Tanks: a. Objectionable odor, excessive foam,. floating solids, or oil sheens on water surface b. Solids or scum accumulations in tank or at side of pond c. Evidence "of bypassed polishing ponds or tanks because of low capacity. Yes N/A Yes �ioDN/A Yes ®o N/A Yes ®o N/A Yes N/A Yes ® N/A Yes ® N/A Yes N/A Yes No OD Yes 1 ) N/A Yes ® N/A Yes No N/A Page 5 30. Plant Effluent: a. Excessive suspended solids, turbidity, foam, grease, scum, color, and other macroscopic particulate matter present b. Potential toxicity (dead fish, dead plant at discharge) c. Outfall discharge line easily accessible. 31. Flow Measurement: a. Improper placement of flow measurement device b. Flow totalizer not calibrated c. Buildup. of solids in flume or weir d. Broken or cracked flume or weir e. Improperly functioning magnetic flowmeter f. Clogged or broken stilling wells g. Weir plate edge corroded or damaged h. System not capable of measuring maximum flow I. Flow measurement error greater than +/- 10%. 32. Sampling: No N/A a. Sampling and analysis completed on parameters specified by permit ( No N/A • b. Samples refrigerated during compositing Te e S_e GP es No N/A c. Composite sample temperatures maintained at less than or equal to 4 degrees Celsius during sampling No N/A d, Contract laboratory used for sample analysis. e� (Y No N/A 1. No N/A 2. RECORDKEEPING AND REPORTING Records and reports maintained as required by permit. All required information available, complete, and current. No N/A 3. Records maintained for 3 years and all sludge records maintained for 5 • years. No N/A 4. Analytical results consistent with data reported on DMRs. 5. Sampling and analyses data adequate and include: ® No . N/A a. Dates, times, and location of sampling ges No N/A b. Name of individual performing sampling es No N/A c. Results of analyses and calibration _ S) No N/A (1. Dates of analyses es No N/A . e. Name of person performing analyses. Yes No N/A No N/A 6. Monitoring records adequate and include: a. Monitoring charts kept for 3 years b. Flowmeter calibration records kept for 3 years. Page 6 No N/A 7. Laboratory equipment calibration and maintenance records adequate. 8. - Plant records adequate and include: (Yes: No N/A a. 0 & M Manual Yes No N/A b. "As -built" engineering drawings Ce No N/A c. Schedules and dates of equipment maintenance repairs - Yes No d. Equipment data cards. Yes No (N ' - 9. Perinittee is meeting compliance schedule. es) No N/A 10. DMRs complete and include all NPDES permit required parameters. Yes No N/A 1.1. ORC visitation logs available and current. Yes No_ N/A 12. ORC certified at a level equal to or greater than the classification of . the wastewater facility. es No N/A No N/A Revised 10/1/99 . by Belinda Henson 13. Current copy of the complete NPDES permit on site. 14. Facility description verified as contained in NPDES permit. INSPECTION REPORT UPDATE OPTION: TRX: 5IF. KEY: NC0072877INSCEI 010119 SYSMSG: ADFE191 *** NO MODIFICATIONS MADE TO SCREEN *** PERMIT--- NC0072877 REG/COUNTY-- 06 SAMPSON FACILITY-- NEWTON GROVE (TOWN) - WWTP LOC-- NEWTON GROVE INS TYPE CEI NEXT PLANNED INSPECTION INSPECTED BY: DATE: 010119 RD REPORT INSPECTION DMR RESPONSE RECEIVED DATE STATUS STATUS DUE DATE DATE 010125 C C COMMENTS: