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HomeMy WebLinkAboutNC0037508_WWTP Inspection_20010226North 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 February 26, 2001 Mr. Dennis Brobst Moore' County Public Works Director PO Box 1978 Carthage, NC 28327 SUBJECT: Compliance Evaluation Inspection Moore County Water Pollution Control Plant NPDES Permit No. NC0037508 Moore County Dear Mr. Brobst: AlEprA'e/A-770/ te,444 NCDENR Enclosed is a copy of the Compliance Evaluation Inspection conducted February 2, 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. Delmo Frye, Grade IV ORC, was appreciated. The objective we should all be striving for is NPDES permit compliance which in turn will provide preservation of our receiving stream for generation to come. Please review the attached report. If you or your staff have any questions do not hesitate to contact me at 910-486-1541. Sincerely, Belinda S. Henson Environmental Chemist /bsh Enclosures 225 GREEN STREET - SUITE 714 / SYSTEL BUILDING / FAYETTEVILLE, NC 28301-5043 PHONE (910) 486-1541 FAX (910) 486-0707 WW W.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. NC0037508 Date: 010202 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: Moore County Water Pollution Control Plant Entry Time: 8:30am Permit Effective Date: 000601 Exit Time/Date: 1:50pm/010202 Permit Expiration Date: 040731 Name(s), Title(s) of 0n-Site Representative(s): Delmo Frye (Certified Grade IV) - "ORC" Alvin Simpson(Cerified Grade IV) - "Project Manager" Lisa Adams - "Laboratory Supervisor" Phone Number(s): (910)281-3146 Name, Title and Address of Responsible Official: Mr. Dennis Brobst PO Box 1927 Carthage, NC 28327 Contacted: no Section C: Areas Evaluated During Inspection (S = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated, N/A = Not Applicable) Yerg, rc :: aci corilstxepoe ` Measurement:... orato P;retreatnent onitor ngYtograin:< uen eceivm a"ters::;a:;:; OperattOn 1Vlam en. anee::, Section D: Summary of Findings/Comments: 1. The County contracts the operations of the wastewater treatment plant to "American Water Services". 2. Wastewater from Camp McCall is received into the headworks of the facility by one designated pipe. Fifty five (55) gallon barrels are located at the headworks which contain wastewater from various industries. It is suggested to analyze samples from those barrels from time to time to eliminate toxins or overload to the wastewater plant. 3. A new automatic bar screen had been installed since the last inspection. It appeared to be operational. Screenings are disposed of through the Uwharrie Environmental landfill. 4. The facility accepts septage from various sites. The septage is discharged into a manhole at the • headworks of the plant. 5. The grit removal system was not operational. As per staff plans are to either repair or replace this component. It is recommended to place a system in service as soon as possible to remove grit from the influent. Please respond in writing to our office with a plan of action by March 30. 2001. 6. The influent composite sampler temperature was 2.8 degrees Celsius. The temperature was adequate. 7. Two blowers are used at the headworks of the plant to add aeration. One blower is normally all that is needed for post aeration. One blower is not operational. To ensure an aeration system is in place a recommendation to repair the one that is not operational in case the other is down or purchase a new one to have as a backup. Please respond in writing to our office with a plan of action by March 30. 2001. 8. The two (2) primary clarifiers appeared to be operational with 1 '/z feet of sludge in both clarifiers with a tank depth of 15 feet. 9. The first stage aeration basins appeared to be operational. This component of treatment has 4 compartments. Three compartments are utilized for treating the wastewater. The fourth compartment is out of service because it is not needed at this time. Some foam noted but not excessive. The Mixed, Liquor Suspended Solids (MLSS) results on the day of the inspection was 2100 mg/L. The Royce Model 711 is used to analyze MLSS. 10. The two (2) intermediate clarifiers appeared to be operating adequately. 11. The second stage aeration basins appeared to be operating adequately. Lime is added to this area when additional treatment is needed. The silos which store the lime have paint worn from their surfaces. These,components should be maintained as part of maintaining the facility. As stated in item #9, three (3) compartments of the four (4) compartment system is being utilized. Polymer is added at the end of the aeration to assist with solids settling. Twelve (12) pounds per day of polymer is used. 12. The two (2) final clarifiers appeared to be operational. The clarifiers are cleaned by Ford Hall Brushes which are attached to the skimmer arms. This system cleans the walls cotistantly. Some of the brushes appeared to be worn. Replacement of these brushes could increase the quality of the wastewater discharged. The sludge depths in each clarifier was 6 inches with a tank depth of 15 feet. Page 2 February 26, 2001 13. The chlorine contact tank appeared to be clean. As per Mr. Frye thisarea had been cleaned a week before the inspection. The chlorine is not flow paced. It is recommended to install a system for flow paced chlorine which would assist with treatment and decrease chemical cost. Presently ten (10) pounds of chlorine is added per million gallons of wastewater. 14. Sulfur Dioxide is used to dechlorinate the effluent. 15. Two (2) effluent pumps are located at the end of the chlorine contact tank to pump .the effluent to Aberdeen Creek One pump was leaking water. Mr. Frye communicated during the inspection that plans are to replace this pump. It is recommended to replace this pump as soon as possible. Please respond in writing to our office with a plan of action by March 30.2001. Piping in this area has worn paint from the surface. Painting of these surfaces in the near future could eliminate major repairs in the future. 16. The effluent outfall was easily accessible. 17. The effluent composite sampler refrigerator temperature was 2.1 degrees Celsius. The effluent composite sampler is flow proportional with constant volume and variable time. 18. The DAF units are not utilized at this time. 19. Wasting from the clarifiers is on the average of 50,000 gallons/day. 20. Sludge from the primary, intermediate and final clarifiers flows to the primary digester where it is heated up to 99 degrees Celsius and travels to the top of the digester. After the sludge is heated it is pumped to the secondary digester where it goes to the drying beds. The facility has 36 drying beds. Some vegetative growth was noted in some of the drying beds. These areas should be cleaned and maintained to ensure proper drying of the sludge. The facility has applied for a permit to land apply sludge. The permit has not been issued awaiting for additional information from the facility. 21. The influent flow meter is used to report on the Discharge Monitoring Reports (DMRs). The meter was calibrated August 4, 2000 by "Carolina Technical Services, Inc". As stated in the calibration report the % error is 0. 22. The facility has a certified laboratory on site which analyzes most NPDES permitrequired parameters. All other parameters are analyzed by the commercial laboratory "TBL". 23. Laboratory. records were reviewed for the months May and June 2000 and compared to DMRs. All reviewed data appeared to be accurately reported. • 24. A compliance evaluation analysis report for the period January through November 2000 did not reveal any monthly violations and our records did not reveal any weekly violations. Page3 February 26, 2001 25. As a reminder as per our Administrative Code Section: 15A N CAC 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 9:00AM; the day with the greater number of hours in it is Tuesday, January 2, 2001. 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 of hours in it is Wednesday, January 3, 2001. Name and Signature of Inspector Agency/Office/Telephone Date Belinda S. Henson j�. Ywt�'-J' 4.1607� DENR/Fayetteville/(910)486-1541 Name and Signature of Reviewer Grady Dobson sf�__._,-ci Action Taken Agency/Office/Telephone Date DENR/Fayetteville/(910)486-1541 Regulatory Office Use Only Compliance Status Noncompliance _Compliance Date Section D: Summary of Findings/Comments Brief Facility Description: A 6.7 MGD WWTP consisting of preaeration. grit removal, primary clarification, first stage activated sludge, intermediate clarification. second stage aeration, final clarification, anaerobic sludge digestion, sludge drying beds. post aeration and chlorination. FACILITY SITE REVIEW __Y , No N/A 1. Treatment units properly operated and maintained. Yes; No N/A 2. Standby power or other equivalent provision provided. TeJ No N/A tY. No N/A On ' No N/A 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 5. esJ No N/A 6. Yes No N/A 7. Yes ' No N/A 8. Yes No. N/A 9. Yes 60, N/A 10. Yes -d) 'N/A Yes rNo N/A cYes- No N/A 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. 11. Plant has general safety structures such as rails around or covers over tanks, pits, or wells. Yes- No N/A 12. Plant is generally clean, free from open trash arts. Yes No N/A (Xesi No N/A Yes (Ng, N/A Yes,) No N/A 13. Screening: a. Manual b. Mechanical c. Buildup of debris d. Screenings properly disposed of. 14. Grit Removal: Yes No (N%A a. Excessive organic content in the grit chamber Yes No N/A b. Excessive odors Yes No N/A c. Grit properly disposed of Yes ((Nd N/A Yes (No` N/A Yes �N N/A Yes (Ng) N/A —eJ No N/A Yes No) N/A Yes N_o& N/A Yes No N/A Yes (No J. N/A Yes T1o) N/A Page 2 15. Primary clarifier: a. Excessive gas bubbles b. Black and odorous wastewater c. Poor 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: Yes No t/A> 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 grovrth 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. 17. Rotating Biological Contactors (RBC): Yes No '(N/A a. Development of white biomass on rotating biological contactor media Yes No N/A b. Excessive sloughing of growth Yes No. N/A c. Excessive breakageofrotating disks or shafts in RBC units Yes No N/A d. Excessive breakage of paddles on brush aerators Yes No N/A e. Shaft, bearing, drive gear, or motor failure on disk or brush aerators. Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes r N/A No N/A (Xo) N/A �I ) N/A LINoN/A �No N/A go'' N/A No (N/A, No N/A No N/A No N/A 18. Activated Sludge Basins/Oxidation Ditches: a. Dead spots b. Failure of surface aerators c. Air rising in clumps Dark foam or bad color Thick billows of white, sudsy foam Air rising unevenly Excessive air leaks in compressed air piping. d. e. f. g. Page 3 19. Stabilization Ponds/Lagoons: a. Excessive weeds including duckweed in stabilization ponds b. Dead fish or aquatic organisms c. Buildup of solids around influent pipe d. Excessive scum on surface. 20. Yes $o' N/A Yes N/A Yes (-1jp) N/A Yes No) N/A Yes moo? N/A Yes CNa N/A Yes (No' N/A Yes (;No N/A Yes (Nei N/A Yes (Nod N/A Yes Yes Yes Yes Yes Yes 21. No N/A No N/A No N/A No N/A No N/A No N/A Yes No> N/A Yes (No- N/A Yes cNo' N/A (Yes ' No N/A Yes No N/A Yes No N/A :des) No N/A Yes; No N/A Secondary Clarifier: a. Excessive gas bubbles on surface b. Unlevel overflow weirs c. Weir blockage d. Evidence of short circuiting e. Excessive buildup of solids in center well of circular clarifier f. Pin floc in overflow g. Ineffective scum rake h. Floating sludge on surface i. Excessive high sludge blanket j. Clogged sludge withdrawal ports on secondary clarifier. Filtration: a. Filter surface clogging b. Short filter run c. Gravel displacement of filter media d. Loss of filter media during backwashing e. Recycled filter backwash water in excess of 5 percent f. Formation of mudballs in filter media. 22. Chlorination Unit: a. Sludge buildup in contact chamber b. Gas bubbles c. Floating scum and/or solids d. Adequate ventilation of chlorine feeding room and storage area e. NIOSH-approved 30 minute air pack f. All standing chlorine cylinders chained in place g. All personnel trained in the use of chlorine h. Proper chlorine feed, storage, and reserve supply. Yes No g AI J 23. Ultraviolet radiation disinfection present and in use. 24. Yes % No N/A Yes No N/A Yes` No N/A 25. Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes (No, N/A Yes No N/A Yes (No' N/A Yes (No N/A (As) No N/A Yes (No. N/A Yes: No N/A (Yes No N/A 'Yes No N/A -Yes ) N/A Yes Yes Yes Yes No (N/A No N/A No N/A No N/A Yes No :N/A Yes No N/A Yes No N/A Page 4 Dechlorination: a. Proper storage of sulfur dioxide cylinders b. Adequate ventilation of sulfur dioxide feeding room c. Automatic sulfur dioxide feed or feedback control not operating properly. 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 operative c. . Supernatant has a sour odor. 27. Sludge Drying and/or disposal: Poor sludge distribution on drying Vegetation in drying beds Dry sludge remaining in drying beds Dry sludge stored on site Filtrate from sludge drying beds returned to front of plant Approved disposal site for the sludge Sludge land applied. a. b. c. d. e. f. g. beds 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. 29. Polishing Ponds or Tanks: - a. Objectionable odor, excessive foam, floating solids, or oil sheens on water surface Solids or scum accumulations in tank or at side of pond Evidence of bypassed polishing ponds or tanks because of low capacity. b. c. 4 Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No 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: Proper placement of flow measurement device Flow meter calibrated Buildup of solids in flume or weir Broken or cracked flume or weir Properly functioning magnetic flowmeter Clogged or broken stilling wells Weir plate edge corroded or damaged System capable of measuring maximum flow Flow measurement error less than 10%. a. b. c. d. e. f. g• h. i. 32. Sampling: a. Sampling and analysis completed on parameters specified by permit b. Samples refrigerated during compositing c. "Composite sample temperatures maintained at 0 to 4 degrees Celsius during sampling d. Contract laboratory used for sample analysis e. Composite samples obtained are flow proportional. Yes No N/A 1. Yes No N/A 2. Yes No N/A 3. Yes No N/A 4. Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A 5. RECORDKEEPINO AND REPORTTL G- Records and reports maintained as required by permit. All required information available, complete, and current. Records maintained for 3 years and all sludge records maintained for 5 years. Analytical results consistent with data reported on DMRs. Sampling and analyses data adequate and include: a. Dates, times, and location of sampling b. Name of individual performing sampling c. Results of analyses and calibration d. Dates of analyses e. Name of person performing analyses. Yes No N/A Yes No N/A Yes No N/A Yes No N/A Yes No N/A Page 6 6. Monitoring records adequate and include: a. Monitoring charts kept for 3 years b. Flowmeter calibration records kept for 3 years. 7. .Laboratory equipment calibration and maintenance records adequate. 8. BOD incubator temperature maintained at 20 +/- 1 Degrees Celsius and the temperature maintained in a log for every day of operation. 9. Fecal coliform incubator maintained at 44.5 +/- 0.2 Degrees Celsius and the temperature maintained in a log for every day of operation. 10. Plant records adequate and include: Yes No N/A a. 0 & M Manual Yes No N/A b. "As -built" engineering drawings Yes No N/A c. Schedules and dates of equipment maintenance repairs Yes No N/A d. Equipment data cards. Yes No N/A 11. Permittee is meeting compliance schedule. Yes No N/A 12. DMRs complete and include all NPDES permit required parameters. Yes No N/A 13. ORC visitation logs available and current._ Yes No N/A 14. ORC certified at a level equal to orgreater than the classification of the wastewater facility. Yes No N/A 15. Backup Operator certified at one level less than the classification of the wastewater facility or greater. Yes No N/A 16. Current copy of the complete NPDES permit on site. Yes No N/A 17. Facility description verified as contained in NPDES permit. Revised 7/11/00 by Belinda Henson INSPECTION REPORT UPDATE OPTION: TRX: 5IF KEY: NC0037508INSCEI 010202 SYSMSG: *** DATA ADDED SUCCESSFULLY *** PERMIT---.NC0037508 FACILITY-- MOORE CO W&SA/MOORE CO WWTP INS TYPE NEXT PLANNED CEI INSPECTION DATE: 010202 INSPECTED BY: HSB REG/COUNTY-- 06. MOORE •LOC-- PINE BLUFF REPORT INSPECTION DMR RESPONSE RECEIVED DATE STATUS STATUS DUE DATE 1dATE 010226 C C 010330 COMMENTS: RESPONSE PERTAINING TO SOME ITEMS THAT SHOULD BE ADDRESSED. "‘"'"‘1\"N American Water Services, Inc An American Water Works Company March 5, 2001 Ms. Belinda Henson N.C. DEHNR Division of Water Quality 225 Green Street, Suite 714 Fayetteville, N.C. 28301-5043 Dear Ms. Henson: RECEIVED 7 2001 The purpose of this letter is to respond to several items that were noted in the inspection report for the Moore County Wastewater facility. for February 2, 2001. I wilt cover each one of the notes that were added in Section D in your inspection letter with our plan of action to correct the deficiencies. We have contacted the manufacturer of the chemicals that were in the drums noted i i lfe' .2-of Section D in your letter. They have given us the MSDS sheets on all of the chemicals and none show any harmful side effects that may cause any violation of the permit limits on the plant. We have also moved them to one of the concrete drying beds so they can be fed into the plant without any chance of an uncontrolled discharge. Also, by feeding them through the sand any solids will be -filtered and removed before,they,enter:theiplantinfluent t , i C- Item" of Section D you;ask about the:plaris for improving the:Grit Removal,System: We have_.• •-.al•ready ieceived approvai,from2the:county coinini"ssioners'to replace'th grit removal system in the 2000`-2�001 budget, but there is a concern on what new system to install. We are currently involved in a 201. study;and. an upgrade of the facility will be underway in the,next few. years and. we, must make sure what we do now will work with the •plans in the future. At the present, we are keeping track of the blanket that is accumulating in the tanks and ifthey'get to alevel that there may be some carry over to downstream equipment the countywill supply a vacuum truck to'remove the solids. They will be placed on the drying beds and properly disposed of in the landfill. This method is working well and will be used until a final decision is made on the upgrade. We will keep you informed. on the progress of this project.. The blower that is listed i Item 7 of Section D that is out of service at the headworks has a replacement in. the 'shop that was purchased this year and will be installed within the next month. In tellx `"1 Il of Section D you ask about the plans for painting the Lime Silos at the Chemical Building. The county has been notified of the need to paint the Lime Silos and there is a plari.to put this in the coming 2001-2002 fiscal years budget. The equipment to make,the chlorine flow paced, as requested Section-D, has been purchased and there are_plans to put the installation into the coming 2001-2002. fiscal years budget: Because of the need to do extensive wiring and flow signal identification weare not able. to perform the work ourse•lves.• These Onntps, -are nothsedtp,pumR effluent tothe riVeKbut-th'SencifeCYcled water 'through the plant for 1060 Addor Road • P.O. Box 813 • Pine Bluff, North Carolina 28373 • (910) 281-3146 • Fax (910) 281-2047 middle of this month. The other will then be taken out and replaced with a new pump. The lengthy time frame on replacing them is because of the need to change the piping because there are no pumps made now that fit the old designs. I would like to note that we have been using the reporting method you covered in Item;#25 -Section D since the last inspection by Dale Lopez. We had not been inforined of this type reporting before that time but all reports since then have followed those instructions. Also, there were no ma kslmade7on th : last tWo—pages of your Facility_ Site_ Review report. I do not know if this was an error or the information was not reviewed. When the projects listed in this letter have been completed we will notify you in writing and by telephone.. If you have any questions or comments please call me at 910-281-3146. Sincerely, Alvin Simpson, Project Manager American Water Services, Inc. Cc: Dennis Brobst, Moore County Public Works Director Dewayne Dousay, Mid- Atlantic Operations Manager James D. Frye, ORC Moore County Wastewater Plant North 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 March 14, 2001 Mr. Alvin Simpson, Project Manager. American Water Services, Inc. PO Box 813-1060 Addor Road Pine Bluff, NC 28373 AVA NCDENR SUBJECT: Response Receipt from Compliance Evaluation Inspection Moore County Water Pollution Control Plant NPDES Permit No. NC0037508 _ Moore County Dear Mr. Simpson: We are in receipt: of the response submitted to our office concerning the most recent Compliance Evaluation Inspection report dated February 26, 2001. Thank you for your prompt response..All items addressed are satisfactory. In Item #23 Section D., laboratory records were addressed and all data appeared to'be accurately. reported. In Item #25 Section D., it is a basic statement I have incorporated into all my reports just as a reminder to all NPDES permitted facilities. The last two pages of the Facility Site Review I did not complete those simply as an. oversight on my part. I am enclosing those pages completed for your review. Thank you for your continuous improvements to: all facets of your wastewater facility. If you have any questions or comments please call me at 910-486-1541. Sincerely, Belinda S. Henson - Environmental Chemist BSH/bsh cc: Dennis Brobst, Moore County Public Works Director James D. Frye, ORC Moore County Wastewater Plant • 225 GREEN STREET- SUITE 714 / SYSTEL BUILDING / FAYETTEVILLE, NC 28301-5043 PHONE (910) 486-1541 FAX (910) 486-0707 W W W.ENR.SI'ATE.NC.US/ENR/ AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER- 50% RECYCLED/10% POST CONSUMER PAPER • DENR TOLL FREE HOTLINE: 1-877-623-6748 i Page 5 30. Plant Effluent: Yes No N/A a. Excessive suspended solids, turbidity, foam, grease, scum, color, and other macroscopic particulate matter present Yes To N/A b. Potential toxicity (dead fish, dead plant at discharge) Yes No N/A c. Outfall discharge line easily accessible. Yeses No • N/A Yes No N/A Yes No N/A • Yes No N/A Yes No N/A Yes No N/A Yes Nip N/A 'e No N/A Yes No N/A 31. 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. Properly functioning magnetic flowmeter f. Clogged or broken stilling wells g. Weir plate edge corroded or damaged h. System capable of measuring maximum flow i. Flow measurement error less than 10%. 32. Sampling: (Yeses No N/A a. Sampling and analysis completed on parameters specified by permit YesiNo N/A b. Samples refrigerated during compositing To; No N/A c. Composite sample temperatures maintained at 0 to 4 degrees Celsius during sampling No NIA d. Contract laboratory used for sample analysis -s) No N/A e. Composite samples obtained are flow proportional. RECO DKEEPE TG AND REPORT NG _,S) No N/A 1. Records and reports maintained as required by permit. 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. Yes)No N/A 4. Analytical results consistent with data reported on DMfRs. YeNo N/A Ye No N/A Yes7No N/A lYes No N/A C) No N/A 5. Sampling and analyses data adequate and include: a. Dates, times, and location of sampling b. Name of individual performingsampling c. Results of analyses and calibration d. Dates of analyses e. Name of person performing analyses. Yes No N/A Ces No N/A Yes No N/A No N/A No N/A No N/A No N/A es No N/A Yes No N/A Page 6 6. Monitoring records adequate and include: a. Monitoring charts kept for 3 years b. Flowmeter calibration records kept for 3 years. 7. Laboratory equipment calibration and maintenance records adequate. 8. BOD incubator temperature maintained at 20 +/- 1 Degrees Celsius and the temperature maintained in a log for every day of operation. 9. Fecal coliform incubator maintained at 44.5 +/- 0.2 Degrees Celsius and the temperature maintained in a log for every day of operation. 10. Plant records adequate and include: a. 0 & M Manual b. "As -built" engineering drawings c. Schedules and dates of equipment maintenance repairs d. Equipment data cards. Yes No 11. Permittee is meeting compliance schedule. Yes No N/A 12. DMRs complete and include all NPDES permit required parameters. es No N/A 13. ORC visitation logs available and current. es o N/A 14. ORC certified at a level equal to or greater than the classification of the wastewater facility. No N/A 15. Backup Operator certified at one level less than the classification of the wastewater facility or greater. es No N/A 16. Current copy of the complete NPDES permit on site. &No N/A 17. Facility description verified as contained in NPDES permit. Revised 7/11/00 by Belinda Henson