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HomeMy WebLinkAboutNC0024201_Historical information (Including performance report)_20181231Roanoke Rapids Sanitary District February 19,2018 Re: Dear Mr. Smith: R. Danieley Br< Enclosures Cc: h M'pfcsprmuivn sjs |KrfoimaiKC ann report lrr.doc Enclosed please find three (3) copies of Roanoke Rapids Sanitary District’s System Performance Annual Report for calenday year 2017. This report is submitted to meet the requirements of the NCDEQ policy to promote public oversight of system performance for reduction and elimination of sanitary sewer overflows (SSO’s) from wastewater collection or treatment works. If these documents should be provided to additional DWQ personnel; or if additional information is required, please contact me. Very truly yours, Roanoke Rapids Sanitary District Steven Ellis David Scott File CERTIFIED MAIL 7005 3110 0001 6339 2395 RETURN RECEIPT REQUES TED Mr. Danny Smith, Environmental Regional Supervisor North Carolina Division of Water Resources The Water Quality Regional Operations Section 1628 Mail Service Center Raleigh, N. C. 27699-1628 2017 System Performance Annual Report Collection System #WQC00027 NPDES #NC0024201 NCG110000 P.O. Box 308 1000 Jackson Street Roanoke Rapids, NC 27870 (252) 537-9137 Fax: (252)537-3064 www.rrsd.org Page: 1/1 4^% 4^ , _joWn,P.E. Chief Executive Officer 2017 System Performance Annual Report Roanoke River Waste Treatment Plant NC0024201 & Collection System WQ.CS00027 <0 Abstract The System Performance Annual Report provides key performance information that demonstrates the POTW's accountability to ensure Roanoke Rapids Sanitary District's stewardship and prosperity by addressing its environmental, operations, and maintenance challenges through transformative process and technology solutions. Steven L. Ellis & David W. Scott sellis@rrsd.org dscott@rrsd.org WJ. General Information:I. C. Person in charge/contact D. Applicable Permit(s) Page 1 Roanoke Rapids Sanitary District 2017 System Performance Annual Report A. Regulated entity: Roanoke Rapids Sanitary District, Collection Systems (C.S.) and Wastewater Treatment Plant (WWTP), together Publicly Owned Treatment Works (POTW) E. Description of C.S.: The collection system consists of approximately 146 miles of sewer lines and six lift stations that serve Roanoke Rapids, Gaston, and Portions of Halifax and Northampton Counties encompassing an approximate population of 17,600. The sewer lines within Roanoke Rapids, Gaston and all sub-divisions, which connect to the two main Interceptors, range in size from 8" to 12". There are two main Interceptors transporting wastewater to the WWTP. 2. WWTP: National Pollution Discharge Elimination System (NPDES): NC0024201 Land Application (L.A.): WQ0001989 Stormwater (General): NCG110000 1. C.S.: North Carolina Environmental Management Commission System-wide Wastewater Collection System Permit No. WQCS00027 2. WWTP: Steven L Ellis, Operator in Responsible Charge (ORC) Timothy Skipper, Back-up ORC Roanoke River Wastewater Treatment Plant 135 Aqueduct Road Weldon, NC 27890 Phone: 252-536-4884 1. C.S.: David Warren Scott, Operator in Responsible Charge (ORC) Eric Wes Deaton, Back-up ORC Roanoke Rapids Sanitary District, Distribution & Collection 425 East 11th St. Roanoke Rapids, NC 27870 Phone: 252-537-9747 B. Responsible entity: Roanoke Rapids Sanitary District, Dan Brown, CEO PO Box 308 Roanoke Rapids, NC 27870 Page 2 Roanoke Rapids Sanitary District 2017 System Performance Annual Report F. Description of WWTP: The wastewater treatment plant is rated at 8.34 million gallons per day (MGD). Peak flow is rated at 12.5 MGD. The Roanoke River Interceptor collects wastewater from basins located on the north side of the Sanitary District. The Gaston sub-basin and Northampton County are also served by this interceptor. The Interceptor begins just west of NC 48 in Roanoke Rapids. There are 3 primary basin pump stations and 2 secondary pump stations along the route. Pipe sizes for the Interceptor range from 18" to 30". Treatment processes at the wastewater plant include grit and rag removal. This is followed by primary clarification, trickling filter biological secondary treatment, activated solids treatment, secondary clarification, final effluent chlorination/de- chlorination processes, and final pH adjustment. The Chockoyotte Creek Interceptor serves the south side of the Sanitary District and three sub-divisions located outside the Roanoke Rapids city limits; Lake View Park, Greenbriar, and Lincoln Heights. The Interceptor begins east of Zoo Road. There is one primary basin pump station along the route. Pipe sizes range from 12" to 30". The system has six sewer lift stations. Three stations are located in the Gaston sub-basin. One of these serves a Northampton County School, one serves the Chowan Housing Projects and the other station pumps all flows from Gaston and Northampton County via a 6" force main suspended from the NC 48 Bridge spanning the Roanoke River to the Roanoke River Interceptor. The remaining three pump stations are located within Roanoke Rapids sub-basins. Two of the stations, Belmont and Poplar Springs, discharge to the Roanoke River Interceptor while the Greenbriar Pump Station discharges to the Chockoyotte Creek Interceptor. During these processes solids are removed from two locations. Primary clarification removes settleable solids from incoming wastewater to an anaerobic digestion unit. Here the solids, in the absence of oxygen, receive pH adjustment, mixing, and heating to produce a stabilized material. Once the solids are stable, excess water is decanted and returned to the plant for further treatment. The stabilized, thickened solids are treated with lime for odor control then removed to a holding tank to await land application. Performance:II. 1. C.S: 2. WWTP: Page 3 Roanoke Rapids Sanitary District 2017 System Performance Annual Report There are two pumping stations in the wastewater plant distributing wastewater into and through the plant. They are the Influent Pump Station and the Trickling Filter Effluent Pump Station. The Influent Pump Station has the capacity to pump 20 MGD and the Trickling Filter Effluent Pump Station 27 MGD. In conjunction with these two pump stations there is the Emergency Flood Pump Station with a capacity of 21 MGD to remove treated effluent from the plant during high river stages which prevent normal gravity flow discharge. Also, a storm water pump station has been installed. This station intercepts site runoff, an unnecessary treatment load and potential site flooding condition, and removes it before entry to the plant. It has the capacity to pump 11.5 MGD. Numerous other pumps and mixers are located throughout the plant for process control. The District contracted with USDA wildlife services for beaver removal near its Chockoyotte Creek interceptor. Over the course of 2017, there were 10 beavers removed along with 5 muskrats, 1 otter, and 12 manual dams. Further, during the reporting period, RRSD, working with a local contractor, performed stream restoration of Chockoyotte Creek; removing storm debris to restore flow to the natural run of the creek. This work ensured access to the interceptor and helped minimize flooding of manholes along the easement. The performance of the system in 2017 was good. There were no permit violations or monitoring and reporting violations. The District's Fat, Oil, and Grease (FOG) Program performed 49 inspections of area restaurants and food preparation facilities. There were no notices of violation, although seven notices to correct were sent to food preparation facilities in 2017. All notices to correct were addressed in a timely manner. Public education aspects of the program continued as well. There were no Sanitary Sewer Overflows (SSO) attributed to FOG during 2017. Secondary clarification removes solids from the activated solids process. Here, solids in the presence of oxygen, pH control, and mixing, accumulate in excess. They are removed, chemically stabilized, and added to a holding facility. All stabilized solids are analyzed and land applied according to their nutrient value, ceiling and accumulative requirements. Over the course of 2017, the Roanoke River Wastewater Plant operated very efficiently. There were no permit violations or monitoring and reporting violations. The plant flows ranged from a daily maximum of 8.2 Million Gallons per A. Permit limit violation B. Monitoring and Reporting Violations C. 2017 Sanitary Sewers Overflows (SSO) 2. WWTP: N/A Page 4 Roanoke Rapids Sanitary District 2017 System Performance Annual Report There was an estimated total of 6000 gallons spilled in SSO's in 2017. These spills are the result of capacity exceedance due to wet weather conditions and correlate to 1.54 spills per 100 miles of sewer main. Day(MGD) to a minimum of 1.8 MGD. The average daily flow was 3.0 MGD. The plant treated 1,082,420,000 gallons of wastewater throughout the year; which was discharged to the Roanoke River. There was a yearly average CBOD of 4.9mg/L which ranged from a max of 10.5mg/L to a min of 2.7mg/L with an average of 97.9% removal. There was a yearly average TSS of 14.6mg/L which ranged from a max of 37.8mg/L to a min of 5.7mg/L with an average of 92.2% removal. The annual geometric mean for fecal coliform was 10 colonies/lOOmL which ranged from a max of 111 colonies/lOOmL to a min of 1 colony/lOOmL. The annual average for Ammonia Nitrogen was <1.7mg/L which ranged from a max of 9mg/L to a min of <0.5mg/L. The annual average for Total Nitrogen was <13.90mg/L with a max of <17.60mg/L and a min of <9.28mg/L and the annual average for Total Phosphorus was 1.28mg/L with a max of 2.20mg/L and a min of 0.56mg/L. There are 1985.46 acres of applicable land currently permitted through the District's Land Application Permit. During 2017 there were 2,714,848 gallons, or 536.62 dry tons of biosolids applied to 222.10 acres. There were no permit violations for the land application program in 2017. 1. C.S.: None 2. WWTP: None 1. C.S.: None 2. WWTP: None 1. C.S.: There were 2 reportable SSO's in 2017. 1. 4/25/2017 Manhole 54 Basin A est. 5400 gals. 2. 9/6/2017 Manhole 419 at Smith Church Rd. est. 600 gals. Bypass of Treatment FacilityD. Description of any known environmental impact or violations.E. Description of corrective measures taken to address violations or deficiencies.F. Page 5 District employees cleaned 23.49 miles of sewer lines and CCTV'd all suspect problem areas. District employees utilized the District's new excavator mounted flail mower to cut and clear 25,977 feet, or 4.92 miles, of interceptor rights-of-ways and cross­ country lines. Roanoke Rapids Sanitary District 2017 System Performance Annual Report 1. C.S.: None 2. WWTP: None The District has completed contracts with Step Construction to repair and replace parts of Outfall G and Sub-basin E including 15,92 feet of pipeline rehabilitation with associated service tap replacements and with Herrin-Rivenbark, Inc. to find and fix l&l problems on Sub-basins C & D including 26,637 feet of pipeline rehabilitation with associated service tap replacements, together encompassing 1. C.S.: N/A 2. WWTP: There were two bypasses at the Wastewater Treatment Plant in 2017. 1. The first was on 4/25/2017 and occurred at the Filter Effluent Pump Station. An estimated bypass of 49,860 gallons reached the Roanoke River during high flows attributed to heavy rains. One of the four pumps in the station was out for rebuilding at the time which diminished the stations capacity. It has since been reinstalled. 2. The second bypass occurred on 5/25/2017 at the Influent Pump Station. An estimated 42,917 gallons reached the Roanoke River after two of the four pumps in the station failed. One of the pumps was reset and resumed working that day, the other pump had to have the motor and VFD replaced. All of the necessary repairs have been made. During these two events, 1,190,558 gallons of wastewater were equalized in the WWTP's equalization tanks that would have otherwise bypassed into the river with the reported bypasses. 1. C.S.: Along with the wildlife control, Creek Restoration measures, and outfall clearing mentioned above, RRSD continues to perform preventative backup maintenance by cleaning with Jetter and Root Cutter; which is attached to the Jetter hose, followed by Closed Circuit TV (CCTV) camera to inspect the lines after cleaning. The District also uses its Vac-con Truck, which cleans the line more effectively and proves to be more reliable than the old unit. III. IV. Date Page 6 4 Roanoke Rapids Sanitary District 2017 System Performance Annual Report 2. WWTP: All repairs to minimize the Inflow & Infiltration due to heavy rains are being made to correct known system deficiencies. R. Danieley Brown, PE Chief Executive Officer the area from Marshall Street to Madison street, and from Julian Allsbrook Hwy. to Kapstone Paper Mill. RRSD contracted Layne Inliner for pipeline rehabilitation work to the lower Roanoke Outfall and Area A including lining and Point Repair with old services being replaced. 1,311 feet of 12-inch sewer line and 2,020 feet of 8-inch sewer line have been lined and three (3) point repairs have been made at 407 Oakwood Avenue, Jeffrey Circle, and Pinecrest Avenue at Bolling Road. Ralph Hodge Construction replaced 3,239ft of 8-inch sewer line, 175ft of 10-inch sewer line, and installed a new manhole on Julian Allsbrook Highway. Notification: This System Annual Performance Report will be available to customers via the Roanoke Rapids Sanitary District's Webpage at www.rrsd.org . Certification: I certify, under penalty of law, that this document is complete and accurate to the best of my knowledge. I further certify that this report has been made available to the users of the named system and those users have been notified of its availability. ROY COOPER MICHAEL S. REGAN LINDA CULPEPPER February 5. 2018 Subject: Dear Mr. Brown: 1. 2. 3. 4.The permit lists the following units: R. Danieley Brown. CEO Roanoke Rapids Sanitary District PO Box 308 Roanoke Rapids, North Carolina 27870 Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section 1628 Mail Service Center, Raleigh, NO 27699-1628 Location: 3800 Barrett Drive, Raleigh, NO 27609 The plant is classified as a WW-4 wastewater facility. Mr. Steven Ellis is designated as the primary Operator in Responsible Charge (ORC), and is a WW-4. Mr. Timothy Skipper is designated as the main backup Operator (bORC) and is also a WW-4. Daily operation log books are detailed and are kept on-site going back at least three years. • Automatic and manual bar screens • Vortex Grit Removal • Influent Pump Station - Four Pumps • Two 375,000 Gallon Equalization Tanks (Formerly Clarifiers) Water Resources ENVIRONMENTAL QUALITY The facility is currently permitted to discharge up to 8.34 MGD into Roanoke River, a class-C water in the Roanoke River Basin. The facility’s monthly average flow for the 2017 calendar year was approximately 3.0 MGD. The current pennit expired on March 31, 2017. A renewal application was received in September 2016. Compliance Evaluation Inspection Roanoke River Waste Treatment Plant NPDES Permit No. NC0024201 Halifax County www.ncwaterquality.org Phone: (919) 791-4200 Fax: (919)788-7159 On January 23. 2018. Jason Robinson of the Raleigh Regional Office (RRO) conducted a compliance evaluation inspection of the subject facility. The assistance provided by Mr. Steven Ellis. Operator in Responsible Charge (ORC) and Isabelle Field-Wilcoxon. Lab Supervisor was appreciated. The inspection report is attached. The following observations were made: The laboratory was inspected in a cursory manner. The facility analyzes BOD, COD. TSS, Fecal Coliform ammonia nitrogen and total phosphorus, and is field certified for TRC, pH, Temperature and DO (Certification #70). Log books were kept and showed that incubators are kept at acceptable temperatures. pH buffers were within dates. Calibration logs were present. All other parameters are analyzed by Mcritech, Inc. Lab results, chain-of-custody forms, and DMRs were complete and organized. September DMR data was compared to lab bench sheets; no data transcription errors were noted. Samples were observed to be kept at proper temperature. 1 Cc: Central Files w/attachment Raleigh Regional Office w/attachment 5. The right ot way to the outfall was properly maintained. The effluent appeared clear and free of solids, d here were no visible detrimental impacts to the receiving stream. Danny Smith Regional Supervisor Raleigh Regional Office I his facility was found to be compliant with NPDES permit conditions as a result of this inspection, fhe plant is well maintained and documentation was found to be detailed, organized, and complete. If you have any questions regarding the attached reports or any of the findings, please contact Jason Robinson at: (919) 791-4200 (or email: Jason.t.robinson(ancdenr.gov). • Manual Acid feed system (not used) • Two Primary Clarifiers (Typically only one is in operation) • Two Trickling Filters (Both were operating) • Three 2.000.000 Gallon Rectangular Secondary Clarifiers w/ Traveling Bridge (Typically two are in operation) • I hree 500,000 aeration basins (Typically two are in operation) • Two Chlorine Contact Chambers (Typically onw is in operation) • Two RAS Pump Stations • Three anaerobic digesters with heat exchangers • One WAS Pump Station • Two Gravity Settling Tanks with Gravity Belt Thickener • 1.000,000 Gallons Solids Storage tank • Effluent Pump Station • Fourteen Sludge Drying Beds • On-Site Generator Attachments Compliance Inspection Report Sincerely, » EPA tection A National Data System Coding (i.e., PCS) Inspection TypeNPDESyr/mo/day Inspector Fac Type 2 J11NC0024201 18/01/23 21 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f5116 B1 QA •Reserved- I 72 |8073 Section B Facility Data Entry Time/Date Permit Effective Date 13/04/0101:00PM 18/01/23 Roanoke River WWTP Exit Time/Date Permit Expiration Date135 Aqueduct Rd 18/01/2303 00PM 17/03/31W'eldon NC 27890 Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)Other Facility Data Name Address of Responsible Official/Title/Phone and Fax Number ContactedGregg Camp.PO Box 308 Roanoke Rapids NC 27870//252-536-4884 Yes Section C: Areas Evaluated During Inspection (Check only those areas evaluated) 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 RRO WQ/// 1Page# J17 Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include POTW name and NPDES oermit Number) B Permit B Flow Measurement Operations & Maintenance B Records/Reports Sludge Handling Disposal S Effluent/Receiving Waters B Laboratory Form Approved. OMB No. 2040-0057 Approval expires 8-31-98 /// Steven Lee Ellis/ORC/252-536-4884/ United States Environmental Protection Agency Washington D.C 20460 Water Compliance Inspection Report N N Insoection Work Days 67! Transaction Code 1 Facility Self-Monitoring Evaluation Rating 70 u Jason T Robinsgm t Signature of Management'O A Reviewer / / Agency/Office/Phone and Fax Numbers EPA Form 356(^3 (Rev 9-94) Previous editions are obsolete. Date 20 LI3112118L119 LJ » 1NPDESyr/mo/day (Cont.) 31 NC0024201 18/01/23 Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) The permit lists the following units:4. 2Page# J11 12l Automatic and manual bar screens Vortex Grit Removal Influent Pump Station Four Pumps Two 375,000 Gallon Equalization Tanks (Formerly Clarifiers) Manual Acid feed system (not used) Two Primary Clarifiers (Typically only one is in operation) Two Trickling Filters (Both were operating) Three 2,000,000 Gallon Rectangular Secondary Clarifiers w/ Traveling Bridge (Typically two are in operation) Three 500.000 aeration basins (Typically two are in operation) Two Chlorine Contact Chambers (Typically onw is in operation) Two RAS Pump Stations Three anaerobic digesters with heat exchangers One WAS Pump Station Two Gravity Settling Tanks with Gravity Belt Thickener 1.000,000 Gallons Solids Storage tank Effluent Pump Station Fourteen Sludge Drying Beds On-Site Generator 5. The right of way to the outfall was properly maintained. The effluent appeared clear and free of solids. There were no visible detrimental impacts to the receiving stream. This facility was found to be compliant with NPDES permit conditions as a result of the inspection. The plant is well maintained and documentation was found to be detailed, organized, and complete. Inspection Type 18 [c] 3. The laboratory was inspected in a cursory manner. The facility analyzes BOD, COD TSS. Fecal Coliform ammonia nitrogen and total phosphorus and is field certified for TRC. pH, Temperature and DO (Certification #70). Log books were kept and showed that incubators are kept at acceptable temperatures. pH buffers were within dates. Calibration logs were present. All other parameters are analyzed by Meritech. Inc. Lab results, chain-of-custody forms, and DMRs were complete and organized. September DMR data was compared to lab bench sheets, no data transcription errors were noted. Samples were observed to be kept at proper temperature. 1. The facility is currently permitted to discharge up to 8.34 MGD into Roanoke River, a class-C water in the Roanoke River Basin. The facilitys monthly average flow for the 2017 calendar year was approximately 3.0 MGD. The current permit expired on March 31,2017. A renewal application was received in September 2016. 2. The plant is classified as a WW-4 wastewater facility. Mr. Steven Ellis is designated as the primary Operator in Responsible Charge (ORC), and is a WW-4. Mr. Timothy Skipper is designated as the main backup Operator (bORC) and is also a WW-4. Daily operation log books are detailed and are kept on-site going back at least three years. J17 » 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? # Is the facility using a contract lab? Incubator (Fecal Coliform) set to 44.5 degrees Celsius*/- 0.2 degrees? Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees? Comment: Operations & Maintenance Yes No NA NE Is the plant generally clean with acceptable housekeeping? Comment: Permit Yes No NA NE ® Is the facility as described in the permit? # Are there any special conditions for the permit? Is access to the plant site restricted to the general public? Is the inspector granted access to all areas for inspection? Comment: Record Keeping Yes No NA NE Are records kept and maintained as required by the permit? Is all required information readily available, complete and current? a Are all records maintained for 3 years (lab. reg. required 5 years)? s 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 3Page# # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)? Does the facility analyze process control parameters, for ex: MLSS, MCRT. Settleable Solids pH. DO. Sludge Judge, and other that are applicable? (If the present permit expires in 6 months or less). Has the permittee submitted a new application? Roanoke River WyVYR Compliance Evaluation ■ ■ ■ ■ ■ ■ Bonn ■ ■ B B ® H fl Permit: NC0024201 Inspection Date: 01/23/2013 Owner - Facility: Inspection Type: Permit expired on March 31. 2017. Renweal application received in September 2016 Permit has not been issued yet. Facilitly anaylizes BOD, COD , TSS, Fecal Coliform, Ammonia Nitrogen, Total Phosporus Field certifed for TRC, pH. Temperature and DO, Merntech is contract lab. I Yes No NA NERecord Keeping 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? 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 classification1? Is a copy of the current NPDES permit available on site? Facility has copy of previous year’s Annual Report on file for review? Comment: Yes No NA NEAeration Basins Ext. AirMode of operation DiffusedType of aeration system ■ Is the basin free of dead spots? ■Are surface aerators and mixers operational? Are the diffusers operational? ■ Is the foam the proper color for the treatment process? Does the foam cover less than 25% of the basin's surface? Is the DO level acceptable? ■Is the DO level acceptable?(1.0 to 3.0 mg/l) Comment: Yes No NA NEBar Screens Type of bar screen a.Manual Hb.Mechanical Are the bars adequately screening debris? ■ Is the screen free of excessive debris? 4Page# Owner - Facility: Inspection Type: (If the facility is = or > 5 MOD permitted flow) Do they operate 24/7 with a certified operator on each shift? Roanoke River W/VTP Compliance Evaluation ■ ■ ■ ■ ■ ■ ■ Permit: NC0024201 Inspection Date: 01/23/2018 ■ ■ ■ Roanoke River VWVTP Compliance Evaluation Bar Screens Yes No NA NE Is disposal of screening in compliance? Is the unit in good condition? Comment: 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: Pump Station - Influent Yes No NA NE Is the pump wet well free of bypass lines or structures?B Is the wet well free of excessive grease7 B Are all pumps present?B Are all pumps operable?® Are float controls operable?H Is SCADA telemetry available and operational?B Is audible and visual alarm available and operational7 B Comment: Equalization Basins Yes No NA NE Is the basin aerated? Is the basin free of bypass lines or structures to the natural environment?H Is the basin free of excessive grease? E Are all pumps present? B Are all pumps operable? H Are float controls operable? ® Are audible and visual alarms operable? # Is basin size/volume adequate? E Comment: 5Page# Permit: NC0024201 Inspection Date: 01/23/2018 Owner - Facility: Inspection Type: Roanoke River WATP Compliance tvaluation Primary Clarifier Yes No NA NE ■ 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 sludge blanket level acceptable’’ ■ Is the sludge blanket level acceptable7 (Approximately 'Z of the sidewall depth) Comment: Secondary Clarifier Yes No NA NE ■ 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 level7 ■ Is the site free of weir blockage? ■ Is the site free of evidence of short-circuiting? ■ Is scum removal adequate? Bl Is the site free of excessive floating sludge? ■ D QIs the drive unit operational7 ® Is the return rate acceptable (low turbulence)? H Is the overflow clear of excessive solids/pin floc? a Is the sludge blanket level acceptable? (Approximately Vi of the sidewall depth) Comment: Trickling Filter Yes No NA NE ® Is the filter free of ponding? a Is the filter free of leaks at the center column of filter's distribution arms? B Is the distribution of flow even from the distribution arms? Is the filter free of uneven or discolored growth? 13 Is the filter free of sloughing of excessive growth? B Are the filter's distribution arms orifices free of clogging? 6Page# Owner - Facility: Inspection Type: Permit: NC0024201 Inspection Date: 01/23-2018 ! Roanoke River W/VTR Trickling Filter Yes No NA NE Is the filter free of excessive filter flies, worms or snails?■ Comment: Chemical Feed Yes No NA NE Is containment adequate’’■ Is storage adequate?■ Are backup pumps available?■ Is the site free of excessive leaking?a Comment: Solids Handling Equipment Yes No NA NE Is the equipment operational?a Is the chemical feed equipment operational?a Is storage adequate?a Is the site free of high level of solids in filtrate from filter presses or vacuum filters'’a Is the site free of sludge buildup on belts and/or rollers of filter press?a Is the site free of excessive moisture in belt filter press sludge cake?a The facility has an approved sludge management plan?s Comment. Drying Beds Yes No NA NE Is there adequate drying bed space?E Is the sludge distribution on drying beds appropriate'’a Are the drying beds free of vegetation?H # Is the site free of dry sludge remaining in beds? Is the site free of stockpiled sludge?a Is the filtrate from sludge drying beds returned to the front of the plant?H # Is the sludge disposed of through county landfill?a # Is the sludge land applied?a (Vacuum filters) Is polymer mixing adequate? Comment: Standby Power Yes No NA NE 7Page# Owner - Facility: Inspection Type: Compliance Evaluation Permit: NC0024201 Inspection Date: 01/23/2018 ! Roanoke River WWTP Compliance Evaluation Yes No NA NEStandby Power ■ Is automatically activated standby power available9 ■ Is the generator tested by interrupting primary power source? ■ Is the generator tested under load9 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? Comment: Pumps-RAS-WAS Yes No NA NE ■ Are pumps in place? « Are pumps operational? s Are there adequate spare parts and supplies on site? Comment: Disinfection-Liquid Yes No NA NE ■ Is there adequate reserve supply of disinfectant? s (Sodium Hypochlorite) Is pump feed system operational9 ■ Is bulk storage tank containment area adequate9 (free of leaks/open drains) ■Is the level of chlorine residual acceptable9 ■ Is the contact chamber free of growth, or sludge buildup? ■ Is there chlorine residual prior to de-chlorination9 Comment: De-chlorination Yes No NA NE LiquidType of system ? ■Is the feed ratio proportional to chlorine amount (1 to I)9 ■ Is storage appropriate for cylinders? H # Is de-chlorination substance stored away from chlorine containers? Comment: Are the tablets the proper size and type? Are tablet de-chlorinators operational? Number of tubes in use? 8Page# Owner - Facility: Inspection Type: Permit: NC0024201 Inspection Date: 01.23/2013 I Roanoke River WWTPPermit: NC0024201 Inspection Date: 01.23/2018 De-chlorination Yes No NA NE Comment: Flow Measurement - Effluent Yes No NA NE ■ # Is flow meter used for reporting? B Is flow meter calibrated annually? a Is the flow meter operational? B (If units are separated) Does the chart recorder match the flow meter'?’ Comment: Effluent Pipe Yes No NA NE B Is right of way to the outfall properly maintained? a Are the receiving water free of foam other than trace amounts and other debris? B If effluent (diffuser pipes are required) are they operating properly? Comment: 9Page# Owner - Facility: Inspection Type: Compliance Evaluation