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HomeMy WebLinkAboutNC0072877_Inspection_20011015e ! ` . ATA r NCDENR 73-449, North Carolina Department of Environment and Natural Resources Michael F. Easley, Governor October 15, 2001 The Honorable Gerald Darden 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. Darden: William G. Ross Jr., Secretary Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality Enclosed is a copy of the Compliance Evaluation Inspection conducted October 5, 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 cooperation of Mr. Jim Balance, Grade HE ORC was appreciated. As a reminder preservation of the Waters of the State can only be acquired through consistent NPDES permit compliance. Please review the attached report. If you or your staff have any questions do not hesitate to contact me at 910-486-1541. Sinc rely,] Belinda S. Henson Environmental Chemist /bsh Enclosures cc: Mr. Jim Balance, ORC, Envirolinks Central Files FRO Files Fayetteville Regional Office 225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043 Phone: 910-486-15411 FAX: 910-486-07071 Internet: www.enr.state.nc.us/ENR An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper e 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: 011005 Inspection Type: C Inspector: S Facility Type: 1 Reserved: Facility Evaluation Rating: 4 BI: N QA: N Reserved: Section B: Facility Data Name and Location of Facility Inspected: Town of Newton Grove WWTP Entry Time: 10:00am Permit Effective Date: 000901 Exit Time/Date: 12:30pm/011005 Permit Expiration Date: 011031 Name(s), Title(s) of On -Site Representative(s): Jim Ballance (Certified Grade III) - "ORC" Phone Number(s): (910)594-0827/(252)236-1363(cell. #) Name, Title and Address of Responsible Official Mr. Gerald Darden, Mayor PO Box 4 Newton Grove, NC 28366 Contacted: no Section C: Areas Evaluated During Inspection (S = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated, N/A = Not Applicable) Recoris, epat s>5` acilit iSite Revie ' g Flov easurement: ................................................... orator Pretreatment <' N �.e nutoririg Y1.o.ga am >Sludge Disposat iient•• eceivin titers:::; 4 oinpl►ance:•chectule...hf/A Operation:& Maintenance;:: Mr. Darden Page 3 October 15, 2001 Section D: Summary of Findings/Comments: 1. The wastewater treatment facility is presently operated by the contract company "Envirolink". Mr. Jim Balance, who is employed by the company is the " ORC" with a Grade III certification. The "Backup Operators" are as follows: John Boykin (Grade II), Sandy Wilson (Grade II), and Anthony Branch (Grade II). 2. The manual bar screen was operational. All screenings are disposed of through the county landfill. 3. The Equalization (EQ) Basin assists in stabilization of wastewater before it flows to the oxidation ditch. The aerator in the EQ basin was operational. An increase in the slots in the baffle plate to allow further adjustment to maintain a constant flow 24 hours/day through the plant has been completed since the last inspection. 4. 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. The lead time for replacement parts have been investigated and availability would be 4-5 days as recommended. The oxidation ditch is the heart of the treatment process and the spare parts should be on site or immediately available to eliminate possible noncompliance with the NPDES permit. 5. The facility is presently analyzing the following parameters to assist with operations as recommended by Mr. Don Register from our office: Mixed Liquor Suspended Solids (MLSS), Settleable Solids (daily), oxidation ditch DO, clarifier blanket readings, and the amount of solids wasted in gallons. 6. The clarifier appeared clear as it flowed over the weirs. The sludge depth appeared to be approximately two (2) feet with a tank depth of ten (10) feet. The weirs and the catwalk appeared to be in need of painting in the near future to eliminate major repairs in the future. 7. 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. 8. Ultraviolet light is used as disinfection. Ultraviolet light lamps are cleaned every 2 weeks. An intensity lamp indicator revealed a reading of 2.8 with a range of 0-7. Zero (0) means no disinfection occurring. A monitor reveals when bulbs are not operating. 9. The effluent appeared to be free of solids. The effluent outfall has been made easily accessible since the last inspection dated January 19, 2001. 10. The aerobic digester was observed to be operational. A quantity of 1500-3000 gallons of sludge is wasted daily. Sludge is land applied three (3) times a year to permitted land. The most recent land application was in June 2001. An amount of 7 ''/ 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 '/2 acres permitted for land application of sludge. The "ORC" is responsible for land applying the sludge and the farmer maintains the crop grown on it. It appeared the hay had been cut and bailed recently on the site surrounding the plant. • Mr. Darden Page 4 October 15, 2001 11. The effluent flow meter was calibrated September 8, 2001 by Instrumentation Services, Inc. within 2% error as stated on the report submitted by the technician. 12. 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". 13. A compliance evaluation analysis report for the period August 2000 through July 2001 revealed monthly violations. Notice of Violations (NOVs) were submitted to the facility for the following: October 2000 - BOD March 2001 - Fecal Coliform June 2001 - BOD. 13. Laboratory records were reviewed for the months January 2001 through June 2001 and compared to Discharge Monitoring Records. Data appeared to be correctly reported. 14. The NPDES permit was available upon request. Name and Signature of Inspector Belinda(S. Henson `. uiLv r. Agency/Office/Telephone DENR/F ayetteville/(9 10)4 8 6-1541 Name and Signature of Reviewer Agency/Office/Telephone Paul Rawls Action Taken DENR/F ayetteville/(9 10)4 8 6- 15 41 Regulatory Office Use Only Compliance Status Noncompliance _Compliance Date 10-1v 61 Date Date Section D: Summary of Findings/Comments Brief Facility Description: Town of Newton Grove operates a 0.200 MGD 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, ultraviolet disinfection cascade post aeration,- ultrasonic open channel flow meter with totalizer and an aerobic sludge digester. FACILITY SITE REVIEW (js�') No N/A 1. Treatment units properly operated and maintained. es No N/A 2. Standby:power or other equivalent provision provided. es No N/A 3. Adequate alarm system for power or equipment failure available. 4. Sludge disposal procedures appropriate: 1 s) No N/A a. Disposal of sludge according to regulations No N/A b. State approval for sludge disposal received. Yes No N/A 5. Sufficient sludge disposed of to maintain treatment process equilibrium. Yes No N/A 6. The ORC and Backup Operator are officially designated with NCDENR/DWQ Training and Certification Unit. Yes No N/A 7. Adequate spare parts and supplies inventory maintained. Ye ) No N/A 8. Plant has general safety structures such as rails around or covers over tanks, pits, or wells. No N/A 9. Plant is generally clean, free from open trash areas. No N/A Yes No N% Yes ) N/A No N/A 10. Screening: a. Manual b. Mechanical c. Buildup of debris d. Screenings properly disposed of. 11. Grit Removal: Yes No N a. Excessive organic content in the grit chamber Yes No N/A b. Excessive odors Yes No N/A c. Grit properly disposed of. Page 2 12. Primary clarifier: Yes No 1Val a. Excessive gas bubbles Yes No N/A b. Black and odorous wastewater Yes No N/A c. Poor suspended solids removed Yes No N/A d. Excessive buildup of solids in center well of circular clarifier Yes No N/A e. Weirs level Yes No N/A f Weir blockage Yes No N/A g. Evidence of short circuiting Yes No N/A h. Lack of adequate scum removal Yes No N/A i. Excessive floating sludge Yes No N/A j. Broken sludge scraper. 13. Trickling Filter: Yes No /f a. Trickling filter ponding(indicating clogged media) Yes No N/A b. Leak at center column of trickling filter's distribution arms Yes No N/A c. Uneven distribution of flow on trickling filter surface Yes No N/A d. Uneven or discolored growth Yes No N/A e. Excessive sloughing of growth Yes No N/A f. Odor Yes No N/A g. Clogging of trickling filter's distribution arm orifices Yes No N/A h. Filter flies, worms, or snails. 14. Activated Sludge Basins/Oxidation Ditches: Yes N/A a. Dead spots Yes No b. Failure of surface aerators Yes ( N/A c. Air rising in clumps Yes (o) NIA d. Dark foam or bad color Yes N<gj N/A e. Thick billows of white, sudsy foam Yes (6 N/A f. Air rising unevenly Yes No Oa g. Excessive air leaks in compressed air piping. 15. Stabilization PondS/Lagoons: Yes No ) a. Excessive weeds including duckweed in stabilization ponds Yes No N/A b. Dead fish or aquatic organisms Yes No N/A c. Buildup of solids around influent pipe Yes No N/A d. Excessive scum on surface. Page 3 16. Secondary Clarifier: Yes (O N/A a. Excessive gas bubbles on surface 67a No N/A b. Level overflow weirs Yes NIA c. Weir blockage Yes Q N/A d. Evidence of short circuiting Yes 0' N/A e. Excessive buildup of solids in center well of circular clarifier Yes (Noy N/A f. Pin floc in overflow No N/A g. Effective scum rake Yes N N/A h. Floating sludge on surface Yes Ca N/A i. Excessive high sludge blanket Yes N/A j. Clogged sludge withdrawal ports on secondary clarifier. 17. Filtration: Yes 5' N/A a. Filter surface clogging YesCo') N/A b. Short filter run Yes TTD N/A c. Gravel displacement of filter media Yes .L�o N/A d. Loss of filter media during backwashing Yes i) N/A e. Recycled filter backwash water in excess of 5 percent Yes b N/A £ Formation of mudbalis in filter media. 18. Chlorination Unit: Yes No N1& a. Sludge buildup in contact chamber Yes No N/A b. Gas bubbles Yes No N/A c. Floating scum and/or solids Yes No N/A d. Adequate ventilation of chlorine feeding room and storage area Yes No N/A e. NIOSH-approved 30 minute air pack Yes No N/A f. All standing chlorine cylinders chained in place Yes No N/A g. All personnel trained in the use of chlorine Yes No N/A. h. Proper chlorine feed, storage, and reserve supply. e D No N/A 19. Ultraviolet radiation disinfection present and in use. 20. Dechlorination:' Yes No t 3a. Proper storage of sulfur dioxide cylinders Yes No N/A b. Adequate ventilation of sulfiir dioxide feeding room Yes No N/A c. Automatic sulfur dioxide feed or feedback control operating properly. 21. Aerobic Digester: Yes (0 N/A a. Excessive foaming in tank Yes `moo N/A b. Noxious odor Yes I N/A c. Mechanical aeration failure Yes No U d. Clogging of diffusers. Page 4 Yes No Yes No N/A Yes No Yes No (N/A? Yes No Yes No Yes No (NJ Yes CRP N/A Yes No N/A Yes No -!-AQ Yes No N/A Yes No N/A Yes No N/A Yes No 11 Yes No N/A Yes No N/A Yes a N/A Yes (d N/A 'e No N/A Yes No N/A No N/A Yes jo) N/A Yes (No) N/A Yes No Yes CT3_o) N/A emirs) No N/A 22. Anaerobic Digester: a. Floating cover tilting b. Gas burner operative 23. Sludge Drying and/or disposal: a. Poor sludge distribution on drying beds b. Vegetation in drying beds c. Dry sludge remaining in drying beds d. Dry sludge stored on site e. Filtrate from sludge drying beds returned to front of plant f. Sludge disposal through county landfill. g. Sludge land applied. 24. 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. 25. Polishing Ponds or Tanks: Objectionable odor, excessive foam, floating solids, or oil sheens water surface Solids or scum accumulations in tank or at side of pond Evidence of bypassed polishing ponds or tanks because of low capacity. a. on b. c. 26. 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. 27. Flow Measurement: a. Proper placement of flow measurement device b. Flow meter calibrated c. Buildup of solids in flume or weir d. Broken or cracked flume or weir e. Clogged or broken stilling wells f. Weir plate edge corroded or damaged g. Flow measurement error less than 10%. Page 5 Yes No N/A CY No N/A (!tre No N/A Yes No N/A 28. Sampling: a. Sampling and analysis completed on parameters specified by permit b. Composite sample temperatures maintained at 4 degrees Celsius or less (but above freezing) during sampling. c. Contract laboratory used for sample analysis d. Effluent composite samples obtained are flow proportional. RECORDKEEPING AND REPORTING CYs; No N/A 1. Records and reports maintained as required by permit. CY-es No N/A 2. All required information available, complete, and current. (Yes-) 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: esh No N/A a. Dates, times, and location of sampling Yes No N/A b. Name of individual performing sampling Cues No N/A c. Results of analyses and calibration cYes No N/A d. Dates of analyses Yes No N/A e. Name of person performing analyses. 6. Monitoring records adequate and include: Yes No N/A a. Monitoring charts kept for 3 years ems) No N/A b. Flowmeter calibration records kept for 3 years. s - No N/A 7. The pH meter is calibrated daily with two buffers and checked with a third buffer and properly documented. Yes No N/A 8. Expiration dates of pH buffers adequate. Yes No N/A 9. All thermometers used in NPDES permit reporting is calibrated annually with an NIST certified thermometer or a traceable thermometer annually and documented. No N/A 10. The following NPDES permit required parameters are analyzed on site: pH, Temperature, Dissolved Oxygen and Chlorine Residual. Page 6 Yes No (N Yes No Nr) Yes No 5�e,9 No N/A . • Yes No N/A No N/A Yes No ( / Yes No Yes? .No N/A Yes No es� No N/A No N/A 11. The NPDES permit required parameter Total Chlorine Residual is analyzed by approved method. 12. Bt3D incubator temperature maintained at 20 +/- 1 Degrees Celsius and the temperature maintained in a log for every day of operation. 13. Fecal coliform incubator maintained at 44.5 +/- 0.2 Degree Celsius and the temperature maintained in a log for every day of operation. 14. Plant records adequate and include: a. O & M Manual b. "As -built" engineering drawings c. Schedules and dates of equipment maintenance repairs d. Equipment data cards. 15. Permittee is meeting compliance schedule. 16. DMRs complete and include all NPDES permit required parameters. 17. The facility has a permitted flow greater than 5 MGD and is required to operate seven days per week 24 hours a day. 18. ORC visitation logs available and current. 19. ORC certified at a level equal to or greater than the classification of the wastewater facility. No N/A 20. 670 No N/A No N/A ^es No N/A Backup Operator certified at one level less than the classification of the wastewater facility or greater. 21. Current copy of the complete NPDES permit on site. • 22. Facility description verified as contained in NPDES permit. 23. Facility analyzes process control parameters for example: MLSS, IMICRT, Settleable Solids and others that are applicable. Yes No 7,,N/A) 24. Revised 7/16/01 by Belinda Henson Industrial Waste Surveys (IWS) sent to all possible Significant Industrial Users (SIUs) within the last five years (especially new industries). INSPECTION REPORT UPDATE OPTION: TRX: 5IF KEY: NC0072877INSCEI 011005 SYSMSG: *** DATA ADDED SUCCESSFULLY *** PERMIT--- NC0072877 REG/COUNTY-- 06 SAMPSON FACILITY-- NEWTON GROVE, TOWN / WWTP LOC-- NEWTON GROVE INS TYPE CEI NEXT PLANNED INSPECTION INSPECTED BY: DATE: 011005 HSB REPORT INSPECTION DMR RESPONSE RECEIVED DATE' STATUS STATUS DUE DATE DATE 011015 - C C COMMENTS :