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HomeMy WebLinkAboutNC0025445_Compliance Evaluation Inspection_20230216United 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 IN 1 2 u 3 I NCO025445 111 121 23/02/03 I17 18 LC] I 19 I s I 20L] 21111I 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 -Monitoring Evaluation Rating B1 QA ---------------------- Reserved ------------------- 67 I 72 I ni I 71 I 74 79 I I I I I I I80 701 I 71 I LL -1 I I LJ Section B: Facility Data Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include Entry Time/Date Permit Effective Date POTW name and NPDES Dermit Number) 09:30AM 23/02/03 17/08/01 Randleman WWTP 3475 Applewood Rd Exit Time/Date Permit Expiration Date Randleman NC 27317 11:30AM 23/02/03 21/08/31 Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) Other Facility Data Garry Michael Glass/ORC/336-498-2254/ Name, Address of Responsible Official/Title/Phone and Fax Number Contacted Nick Holcomb,204 S Main St Randleman NC 273171814//336-495-7500/ 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 Compliance Schedules Effluent/Receiving Wate 0 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 Jesse Barnes Docu8igned by: DWR/WSRO WQ/336-776-9701/ 2/16/2023 EY"41797473D3194ED... Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date DocuSigned by: 3ennifer F. Graznak mt'� ' DWR/WSRo 336-776-9695 2/16/2023 -0=3CE3H B7456.- EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete. Page# NPDES yr/mo/day Inspection Type NCO025445 I11 12I 23/02/03 117 18 i c i (Cont.) Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) Jesse Barnes, of the North Carolina Division of Water Resources (DWR), Winston-Salem Regional Office (WSRO), conducted a compliance evaluation inspection of the Randleman WWTP on February 3, 2023. Garry Michael Glass, Operator in Responsible Charge (ORC), was present for the inspection. The facility was found to be compliant with the subject permit. Inspection findings are detailed in the attached Water Compliance Inspection Report. NPDES permit NC0025445 was issued August 1, 2017 and expired August 31, 2021. A permit renewal application has been submitted. Pursuant to subject permit section B.10, the permittee is automatically authorized to discharge past the permit expiration date if the permittee has submitted such information, forms, and fees as are required by the issuing agency. Permit NC0025445 has a special condition for a schedule of compliance with total lead limits at outfall 001. The facility was as described in the permit. The facility is restricted to the general public by a metal chain link fence and access gate. The inspector was granted access to all areas for inspection. All permit -required records were on site, well organized, and available for review. The DMR and associated data logs/COCs for October 2022 were reviewed for consistency and no errors were found. Staff at this facility maintain recordkeeping as required by the permit. Part I, section A. 5. of permit NC0025445 enumerates a schedule of compliance for total lead limits at outfall 001, which ended August 31, 2022. The permittee is now required to maintain compliance with the total lead limits specified in Section A. (1.) of the subject permit. Flow, TRC, temperature, dissolved oxygen, and pH have been performed on site under field laboratory certification # 5112. All other permit -required parameters have been analyzed by certified laboratory # 165, Meritech Inc. The on -site laboratory refrigerator for sample storage has been checked daily for temperature compliance and was observed to be 2 degrees Celsius during the inspection. The influent pump station is off site from the main treatment facility. The inspector was granted access to the influent pump station. The influent pump station appeared to be well maintained. Float controls and telemetry system were observed to be operational and have been monitored via mobile application. Audible and visual alarms were present but the inspector did not request a test. The influent composite sampler is programmed to pull constant volume/constant time aliquots, therefore influent composite sampling is not flow proportional as required by Part Il, Section A of the subject permit. Grit removal was not evaluated. The mechanical bar screen system is located off site at the influent pump station. The bar screen system appeared to be operating properly and well maintained. The facility utilizes four circular extended diffused aeration basins, each of which encircles a secondary clarifier. All aeration basins and diffusers appeared to be operating properly. Any surface foam present was the proper color, not excessive, and covered less than 25% of the basins' surfaces. Each of the four secondary clarifiers are located in the center of each aeration basin. Wastewater in the clarifiers appeared to have appropriate clarity and color. Because the clarifiers and totally encircled by aeration basins, they are difficult to safely access and inspect. Some buildup of solids along the inner walls and weirs of the clarifier was noted during the inspection. The facility maintains two 1-ton cylinders of chlorine gas on sitefor disinfection. The cylinders were Page# Permit: NCO025445 Inspection Date: 02/03/2023 Owner -Facility: Randleman WWTP Inspection Type: Compliance Evaluation stored indoors in the same room as sulfur dioxide gas cylinders and operate with an automatic switch -over system. The chlorine contact chamber is split into two channels with several baffles in each channel to provide contact time. One side/channel of the contact chamber appeared to be twice the length of the other side. Although the chlorine contact chamber is asymmetrical, the facility has not had compliance issues related to disinfection. Some vegetative growth along the inner walls and baffles of the chlorine contact chamber was noted during the inspection. The facility uses a sulfur dioxide gas feed system for de -chlorination. Five 150 lb cylinders of sulfur dioxide gas were maintained on site. The sulfur dioxide was stored in the same room as chlorine gas. The facility utilizes a traveling bridge vacuum tertiary filter. The filter and its entire backwashing process operates automatically and recirculates backwash wastewater to the beginning of the treatment process. Corrosion was observed on the walls and other metal surfaces of the filter structure. ORC, Mr. Glass, indicated that the facility plans to replace the filter in the near future. The aerobic digesters and RAS/WAS pumps were not evaluated. The automatic whole -plant generator is tested automatically on a schedule. During testing, the primary power source is interrupted and the generator is tested under load. The effluent flow meter has been calibrated annually and was observed to be operational during the inspection. The effluent flow meter measures flow at a point between the chlorine contact chamber and the cascade aerator. The effluent composite sampler is programmed to draw aliquots at constant volume and variable timing, dependent on flow. Effluent samples are collected after all treatment units but before the point at which effluent waters enter the receiving stream. A path to the effluent pipe was present, but access is challenging due to steep grades and mud. No foam or other debris were observed in the receiving stream. The outfall point of the effluent pipe was observed to be fully submerged in the stream and Mr. Glass indicated the pipe is typically submerged. With the outfall submerged, the quality of effluent water was difficult to assess visually. The subject permit lists the upstream sampling site as "Fox Street". Fox street becomes East Naomi Street at their intersection, and the street name is East Naomi Street at the bridge crossing sampling point. This is where upstream samples are collected. The downstream sampling location was not evaluated. Page# Permit: NCO025445 Owner -Facility: Randleman WWTP Inspection Date: 02/03/2023 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? 0 ❑ ❑ ❑ # Are there any special conditions for the permit? M ❑ ❑ ❑ Is access to the plant site restricted to the general public? 0 ❑ ❑ ❑ Is the inspector granted access to all areas for inspection? 0 ❑ ❑ ❑ Comment: NPDES permit NCO025445 was issued Auqust 1, 2017 and expired Auqust 31, 2021 The permittee has submitted a permit renewal application and is awaiting review. The facility is as described in the permit. Permit NCO025445 has a special condition for a schedule of compliance with total lead limits at outfall 001. Access to the facility is restricted to the general public with a fence and gated entrace. The inspector was granted access to all areas for the inspection. Record Keeping Are records kept and maintained as required by the permit? Is all required information readily available, complete and current? Are all records maintained for 3 years (lab. reg. required 5 years)? Are analytical results consistent with data reported on DMRs? Is the chain -of -custody complete? Dates, times and location of sampling Name of individual performing the sampling Results of analysis and calibration Dates of analysis Name of person performing analyses Transported COCs Are DMRs complete: do they include all permit parameters? Has the facility submitted its annual compliance report to users and DWQ? (If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift? Is the ORC visitation log available and current? Is the ORC certified at grade equal to or higher than the facility classification? 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? Facility has copy of previous year's Annual Report on file for review? Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ ■ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ■ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ Page# 4 Permit: NCO025445 Inspection Date: 02/03/2023 Record Keeping Owner -Facility: Randleman WWTP Inspection Type: Compliance Evaluation Yes No NA NE Comment: All permit -required records were on site, well organized, and available for review. The DMR and associated data lops/COCs for October 2022 were reviewed for consistency and no errors were found. Staff at this facility maintain recordkeeping as required by the permit. Compliance Schedules Is there a compliance schedule for this facility? Is the facility compliant with the permit and conditions for the review period? Yes No NA NE ■ ❑ ❑ ❑ ❑ ❑ ❑ ■ Comment: Part I, section A. 5. of permit NCO025445 enumerates a schedule of compliance for total lead limits at outfall 001, which ended August 31, 2022. The permittee is now required to maintain compliance with the total lead limits specified in Section A. (1.) of the subject permit. Laboratory Are field parameters performed by certified personnel or laboratory? Are all other parameters(excluding field parameters) performed by a certified lab? # Is the facility using a contract lab? # 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? Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees? Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ Comment: Flow, TRC, temperature, dissolved oxygen, and pH have been performed on site under field laboratory certification # 5112. All other permit -required parameters have been analyzed by certified laboratory # 165, Meritech Inc. The on -site laboratory refridgerator for sample storage is checked daily for temperature compliance and was observed to be 2 degrees Celsius during the inspection. Pump Station - Influent Yes No NA NE Is the pump wet well free of bypass lines or structures? 0 ❑ ❑ ❑ Is the wet well free of excessive grease? 0 ❑ ❑ ❑ Are all pumps present? 0 ❑ ❑ ❑ Are all pumps operable? ■ ❑ ❑ ❑ Are float controls operable? 0 ❑ ❑ ❑ Is SCADA telemetry available and operational? 0 ❑ ❑ ❑ Is audible and visual alarm available and operational? ❑ ❑ ❑ Page# 5 Permit: NCO025445 Inspection Date: 02/03/2023 Owner -Facility: Randleman WWTP Inspection Type: Compliance Evaluation Pump Station - Influent Yes No NA NE Comment: The influent pump station is located near 240 Upton St, Randleman, NC 27317, off site from the main treatment facility. The inspector was granted access to the influent pump station. The influent pump station appeared to be well maintained and was secure from public access via a locked and gated chain link fence. Float controls and the telemetry system were observed to be operational via mobile application. Audible and visual alarms were Dresent but the insDector did not reauest a test. Influent Sampling Yes No NA NE # Is composite sampling flow proportional? ❑ 0 ❑ ❑ Is sample collected above side streams? 0 ❑ ❑ ❑ Is proper volume collected? 0 ❑ ❑ ❑ Is the tubing clean? M ❑ ❑ ❑ # Is proper temperature set for sample storage (kept at less than or equal to 6.0 0 ❑ ❑ ❑ degrees Celsius)? Is sampling performed according to the permit? ■ ❑ ❑ ❑ Comment: The influent composite sampler is programmed to pull constant volume/constant time aliquots, therefore influent composite sampling is not flow proportional as required by part II, section A of the subject permit. 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? ❑ ❑ ❑ # Is disposal of grit in compliance? ❑ ❑ ❑ Comment: Grit removal was not evaluated. Bar Screens Yes No NA NE Type of bar screen a.Manual ❑ b.Mechanical Are the bars adequately screening debris? 0 ❑ ❑ ❑ Is the screen free of excessive debris? 0 ❑ ❑ ❑ Is disposal of screening in compliance? ❑ ❑ ❑ Is the unit in good condition? ■ ❑ ❑ ❑ Page# 6 Permit: NCO025445 Inspection Date: 02/03/2023 Bar Screens Owner -Facility: Randleman WWTP Inspection Type: Compliance Evaluation Yes No NA NE Comment: The mechanical bar screen system is located off site at the influent pump station near 240 Upton St, Randleman, NC 27317. Screened materials were being collected into garbage disposal bins. The bar screen appeared to be operating properly and well maintained. Aeration Basins Yes No NA NE Mode of operation Ext. Air Type of aeration system Diffused Is the basin free of dead spots? ■ ❑ ❑ ❑ Are surface aerators and mixers operational? ❑ ❑ 0 ❑ Are the diffusers operational? 0 ❑ ❑ ❑ Is the foam the proper color for the treatment process? 0 ❑ ❑ ❑ Does the foam cover less than 25% of the basin's surface? 0 ❑ ❑ ❑ Is the DO level acceptable? ❑ ❑ ❑ Is the DO level acceptable?(1.0 to 3.0 mg/1) ❑ ❑ ❑ Comment: The facility utilizes four circular extended diffused aeration basins, each of which encircles a secondary clarifier. All aeration basins and diffusers appeared to be operating properly. Any surface foam present was the proper color, not excessive, and covered less than 25% of the basins' surfaces. 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'/4 of the sidewall depth) Yes No NA NE ■ ❑ ❑ ❑ ❑ ■ ❑ ❑ ■ ❑ ❑ ❑ ❑ ■ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ Comment: Each of the four secondary clarifiers are located in the center of each aeration basin Wastewater in the clarifiers appeared to have appropriate clarity and color. Because the clarifiers and totally encircled by aeration basins, they are difficult to safely access and inspect. Some buildup of solids along the inner walls and weirs of the clarifier was noted during the inspection. Page# 7 Permit: NCO025445 Inspection Date: 02/03/2023 Disinfection -Gas Are cylinders secured adequately? Owner -Facility: Randleman WWTP Inspection Type: Compliance Evaluation Are cylinders protected from direct sunlight? Is there adequate reserve supply of disinfectant? Is the level of chlorine residual acceptable? Is the contact chamber free of growth, or sludge buildup? Is there chlorine residual prior to de -chlorination? Does the Stationary Source have more than 2500 Ibs of Chlorine (CAS No. 7782-50-5)? If yes, then is there a Risk Management Plan on site? If yes, then what is the EPA twelve digit ID Number? (1000- - ) If yes, then when was the RMP last updated? Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ■ ❑ ❑ ❑ ❑ ❑ ■ ❑ ■ ❑ ❑ ❑ ❑ ■ ❑ Comment: The facility maintains two 1-ton cylinders of chlorine qas on site for disinfection. The cylinders were stored indoors in the same room as sulfur dioxide gas cylinders and operate with an automatic switch -over system. The chlorine contact chamber is split into two channels with several baffles in each channel to provide contact time. One side/channel of the contact chamber appeared to be twice the length of the other side. Although the chlorine contact chamber is asymmetrical, the facility has not had compliance issues related to disinfection. Some vegetative growth along the inner walls and baffles of the chlorine contact chamber was noted durina the insDection. De -chlorination Yes No NA NE Type of system ? Gas Is the feed ratio proportional to chlorine amount (1 to 1)? ❑ ❑ ❑ Is storage appropriate for cylinders? ❑ ❑ ❑ # Is de -chlorination substance stored away from chlorine containers? ❑ 0 ❑ ❑ Are the tablets the proper size and type? ❑ ❑ 0 ❑ Comment: The facility uses a sulfur dioxide gas feed system for de -chlorination. Five 150 lb cylinders of sulfur dioxide gas were being maintained on site. The sulfur dioxide was stored in the same room as chlorine gas. Are tablet de -chlorinators operational? ❑ ❑ 0 ❑ Number of tubes in use? Comment: Filtration (High Rate Tertiary) Yes No NA NE Type of operation: Down flow Is the filter media present? 0 ❑ ❑ ❑ Is the filter surface free of clogging? 0 ❑ ❑ ❑ Page# 8 Permit: NCO025445 Owner -Facility: Randleman WWTP Inspection Date: 02/03/2023 Inspection Type: Compliance Evaluation Filtration (High Rate Tertiary) Yes No NA NE Is the filter free of growth? 0 ❑ ❑ ❑ Is the air scour operational? ❑ ❑ ❑ Is the scouring acceptable? ❑ ❑ ❑ Is the clear well free of excessive solids and filter media? ❑ ❑ 0 ❑ Comment: The facilitv utilizes a travelinq bridqe vacuum tertiary filter. The filter and its entire backwashing process operates automatically and recirculates backwash wastewater to the beginning of the treatment process. Corrosion was observed on the walls and other metal surfaces of the filter structure. Mr. Glass, ORC, indicated that the facility plans to replace the filter in the near future. Aerobic Digester Is the capacity adequate? Is the mixing adequate? Is the site free of excessive foaming in the tank? # Is the odor acceptable? # Is tankage available for properly waste sludge? Comment: The aerobic digesters were not evaluated. Pumps-RAS-WAS Are pumps in place? Are pumps operational? Are there adequate spare parts and supplies on site? Comment: RAS/WAS pumps were not evaluated. Yes No NA NE ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ Yes No NA NE ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ 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 ❑ ❑ ❑ Solids, pH, DO, Sludge Judge, and other that are applicable? 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? Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ ■ Page# 9 Permit: NC0025445 Owner -Facility: Randleman WWTP Inspection Date: 02/03/2023 Inspection Type: Compliance Evaluation Standby Power Yes No NA NE Do the generator(s) have adequate capacity to operate the entire wastewater site? 0 ❑ ❑ ❑ Is there an emergency agreement with a fuel vendor for extended run on back-up ❑ ❑ ❑ ■ power? Is the generator fuel level monitored? 0 ❑ ❑ ❑ Comment: The automatic whole -plant generator is tested automatically on a schedule. During testing, the primary power source is interrupted and the generator is tested under load. Flow Measurement - Effluent # Is flow meter used for reporting? Is flow meter calibrated annually? Is the flow meter operational? (If units are separated) Does the chart recorder match the flow meter? Yes No NA NE ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ■ Comment: The effluent flow meter has been calibrated annually and was observed to be operational during the inspection. The effluent flow meter measures flow at a point between the chlorine contact chamber and the cascade aerator. Effluent Sampling Is composite sampling flow proportional? 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)? Yes No NA NE ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ ❑ ❑ ❑ Comment: The effluent composite sampler is programmed to draw aliquots at constant volume and variable timing, dependent on flow. Effluent samples are collected after all treatment units but before the point at which effluent waters enter the receiving stream. Effluent Pipe Yes No NA NE Is right of way to the outfall properly maintained? 0 ❑ ❑ ❑ Are the receiving water free of foam other than trace amounts and other debris? ■ ❑ ❑ ❑ If effluent (diffuser pipes are required) are they operating properly? ❑ ❑ 0 ❑ Comment: A path to the effluent pipe was present, but access is challenginq due to steep qrades and mud. No foam or other debris were observed in the recieving stream. The outfall point of the effluent pipe was observed to be fully submerged in the stream and Mr. Glass indicated the pipe is typically submerged. With the outfall submerged, the quality of effluent water was difficult to assess visually. Page# 10 Permit: NC0025445 Inspection Date: 02/03/2023 Effluent Pipe Upstream / Downstream Sampling Owner -Facility: Randleman WWTP Inspection Type: Compliance Evaluation Is the facility sampling performed as required by the permit (frequency, sampling type, and sampling location)? Yes No NA NE Yes No NA NE ■ ❑ ❑ ❑ Comment: The subject permit lists the upstream sampling site as "Fox Street". Fox street becomes East Naomi Street at their intersection, and the street name is East Naomi Street at the bridge crossing sampling point. This is where upstream samples are collected. The downstream sampling location was not evaluated. Page# 11