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HomeMy WebLinkAboutWQ0007569_Compliance Evaluation Inspection_20240813Docusign Envelope ID: 09B5A1B6-3lA6-445B-90A4-30672EA4470F ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS, JR. Director NORTH CAROLINA Environmental Quality August 15, 2024 Tony Konsul Carolina Water Service Inc of North Carolina PO Box 240908 Charlotte, NC 28224-0908 SUBJECT: Compliance Inspection Report Brandywine Bay WWTP Non -discharge Permit No. WQ0007569 Carteret County Dear Permittee: The North Carolina Division of Water Resources conducted an inspection of the Brandywine Bay WWTP on 8/13/2024. This inspection was conducted to verify that the facility is operating in compliance with the conditions and limitations specified in Non -discharge Permit No. WQ0007569. The findings and comments noted during this inspection are provided in the enclosed copy of the inspection report entitled "Compliance Inspection Report". There were no significant issues or findings noted during the inspection and therefore, a response to this inspection report is not required. If you should have any questions, please do not hesitate to contact Geoff Kegley with the Water Quality Regional Operations Section in the Wilmington Regional Office at 910-796-7215 or via email at geoff.kegley@deq.nc.gov. Sincerely, EDocuSigned by: l e►n,((a S av� G cam, 6, E3ABA14AC7DC434... Morelia Sanchez -King, Regional Supervisor Water Quality Regional Operations Section Wilmington Regional Office Division of Water Resources, NCDEQ ATTACHMENTS Cc: Anthony Futrell & Sam Cox — Carolina Water Service DWR files — Laserfiche D North Carolina Department of Environmental quality I Division of Water Resources ,./ Wiimington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 26405 910.796,7215 Docusign Envelope ID: 09B5A1B6-31A6-445B-90A4-30672EA4470F Compliance Inspection Report Permit: WQ0007569 Effective: 03/17/21 Expiration: 09/30/25 Owner : Carolina Water Service Inc of North Carolina SOC: Effective: Expiration: Facility: Brandywine Bay WWTP County: Carteret 200 Horton Dr Region: Wilmington Morehead City NC 28557 Contact Person: Tony Konsul Title: Phone: 704-576-1685 Directions to Facility: System Classifications: SI, WW2, Primary ORC: Samuel Marcus Cox Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 08/13/2024 Entry Time 10:30AM Primary Inspector: Geoff Kegley DocuSigned byy: Secondary Inspector(s): EC017E2515MB417... Certification: 1011296 Phone:252-808-7676 Exit Time: 12:15PM Phone: Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Reclaimed Water Facility Status: Compliant ❑ Not Compliant Question Areas: Treatment Flow Measurement -Effluent Treatment Flow Measurement -Influent Miscellaneous Questions Treatment Flow Measurement -Water Treatment Treatment Barscreen Use Records Treatment Filters Record Keeping Treatment Activated Sludge Treatment Sludge Storage/Treatment Treatment Influent Pump Station Treatment Clarifiers Treatment Disinfection Treatment Flow Measurement Standby Power Wells (See attachment summary) DocuSigned by: '.'.•^ Page 1 of 6 E l.bV't,�,�.a Sal �tln.� E3ABA14AC7DC434... Docusign Envelope ID: 09B5A1B6-31A6-445B-90A4-30672EA4470F Permit: WQ0007569 Owner - Facility: Carolina Water Service Inc of North Carolina Inspection Date: 08/13/2024 Inspection Type: Compliance Evaluation Reason for Visit: Routine Inspection Summary: A routine compliance inspection of the Brandywine Bay Wastewater Treatment Facility (WWTF) was conducted on August 13, 2024. The purpose of the evaluation was to verify that the facility is operating in compliance with the conditions and limitations specified in Non -Discharge Permit W00007569. Sam Cox (ORC) and Anthony Futrell (both with Carolina Water Service) were present during the inspection. This facility is a 150,000 gallon per day ( GPD) reclaimed water generation and utilization facility. The major components of this system include: • 37,500 gallon equalization tank • Bar screen • 100,000 GPD dual - train plant containing: two 50, 000 GPD aeration basins; dual 8,373 gallon clarifiers; 7,539 gallon aerated sludge tank • 50,000 GPD dual -train plant containing: two 25, 000 GPD aeration basins; dual clarifiers; dual 4,000 gallon aerated sludge holding tanks; • 200, 000 GPD fixed - plate cloth tertiary filters; • two UV disinfection units; • 9,700 gallon liquid chlorination contact tank; • effluent flowmeter; an in -line turbidimeter; an auto -dialer control panel; auxiliary generator; • 1.25 million gallon (MG) unlined five-day holding pond • 7. 5 million gallon ( MG) effluent storage/ infiltration pond; • 84. 6 acre spray irrigation area consisting of golf course holes 1- 18; The existing permit which was issued 3/17/21 and expires 9/30/2025. The permitted flow for the system is 150,000 GPD and the system is averaging approximately 104,000 GPD. The system is being replaced due to the deteriorating condition of the plant and to provide increased capacity for anticipated growth in the area. The 1.25 million gallon (MG) 5-day holding pond and 7.5 MG storage/Infiltration pond were both off-line and in various degrees of construction to convert each to high -rate infiltration ponds. During the construction phase, the effluent is pumped to the golf course ponds. The former 5-day pond has been converted into an infiltration pond. This pond is covered by landscape fabric temporarily to prevent vegetative growth prior to operation. The area where the former 7.5 MG pond was located was still undergoing construction. The SBR has been installed and the mechanical building was under construction. According to system staff, the new wastewater system is planned to be completed around March 2025. As a reminder, the permit requires advanced notice of at least two days in advance of initial operation of the constructed facilities so that the Division can conduct a startup inspection. Records were reviewed and well organized and staff were very knowledgeable of system operations. Please review the comment sections of the inspection report for more details. Page 2 of 6 Docusign Envelope ID: 09B5A1B6-31A6-445B-90A4-30672EA4470F Permit: WQ0007569 Inspection Date: 08/13/2024 Owner - Facility: Carolina Water Service Inc of North Carolina Inspection Type: Compliance Evaluation Reason for Visit: Routine Type Yes No NA NE Reuse (Quality) ❑ Activated Sludge Spray, LR ❑ Activated Sludge Spray, HR ❑ Lagoon Spray, LR ❑ Single Family Spray, LR ❑ Activated Sludge Drip, LR ❑ Recycle/Reuse ❑ Single Family Drip ❑ Infiltration System Treatment Yes No NA NE Are Treatment facilities consistent with those outlined in the current permit? 0 ❑ ❑ ❑ Do all treatment units appear to be operational? (if no, note below.) ❑ 0 ❑ ❑ Comment: The UV disinfection system is no longer in -use and the system infects liquid sodium hypochlorite for disinfection. Treatment Influent Pump Station Yes No NA NE Is the pump station free of bypass lines or structures? ❑ ❑ ❑ Is the general housekeeping acceptable? ❑ ❑ ❑ Are all pumps present? ❑ ❑ ❑ Are all pumps operable? ❑ ❑ ❑ Are floats/controls operable? ❑ ❑ ❑ Are audio and visual alarms available? ❑ ❑ ❑ Are audio and visual alarms operational? ❑ ❑ ❑ # Are SCADA/Telemetry alarms required? ❑ ❑ ❑ Are SCADA/Telemetry available? ❑ ❑ ❑ Are SCADA/Telemetry operational? 0 ❑ ❑ ❑ Comment: The lift station near the headworks of the plant was inspected with the high-level float activated which caused the visual. audible. and telemetry alarms to sound. Treatment Flow Measurement -Influent Yes No NA NE Is flowmeter calibrated annually? ❑ ❑ 0 ❑ Is flowmeter operating properly? ❑ ❑ 0 ❑ Does flowmeter monitor continuously? ❑ ❑ 0 ❑ Does flowmeter record flow? ❑ ❑ 0 ❑ Does flowmeter appear to monitor accurately? ❑ ❑ 0 ❑ Comment: Page 3 of 6 Docusign Envelope ID: 09B5A1B6-31A6-445B-90A4-30672EA4470F Permit: WQ0007569 Owner - Facility: Carolina Water Service Inc of North Carolina Inspection Date: 08/13/2024 Inspection Type: Compliance Evaluation Reason for Visit: Routine Treatment Flow Measurement -Water Use Records Is water use metered? Are the daily average values properly calculated? Comment: . Treatment Flow Measurement -Effluent Is flowmeter calibrated annually? Is flowmeter operating properly? Does flowmeter monitor continuously? Does flowmeter record flow? Does flowmeter appear to monitor accurately? Comment: The flow meter had been calibrated by Delta Standby Power Is automatically activated standby power available? Is generator tested weekly by interrupting primary power source? Is generator operable? Does generator have adequate fuel? Environmental on 7/22/2024 Yes No NA NE ❑❑❑■ ❑❑❑■ Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ ■❑❑❑ Yes No NA NE Comment: The permanent diesel -powered qenerator located at the WWTP does not work, therefore a portable generator has been rented and is set up and will remain until the new plant and generator are put into operation. The auto transfer switch was tested by interrupting the power and the generator was working properly. Treatment Barscreen Yes No NA NE Is it free of excessive debris? ❑ ❑ ❑ Is disposal of screenings in compliance? ❑ ❑ ❑ Are the bars spaced properly? ❑ ❑ ❑ Is the unit in good condition? ❑ ❑ ❑ Comment: A small manually cleaned bar screen is present prior to entry into the EQ basin. Treatment Activated Sludge Yes No NA NE Is the aeration mechanism operable? ❑ ❑ ❑ Is the aeration basin thoroughly mixed? ❑ ❑ ❑ Is the aeration equipment easily accessed? ❑ ❑ ❑ Is Dissolved Oxygen adequate? ❑ ❑ ❑ Are Settleometer results acceptable? ❑ ❑ ❑ Is activated sludge an acceptable color? 0 ❑ ❑ ❑ Comment: The facility is equipped with 100,000 and 50,000 gpd dual train package units. Sludge is wasted as needed, depending upon settleometer results. Aeration was evenly distributed, and no excessive solids or excessive foaming was observed. Treatment Clarifiers Yes No NA NE Page 4 of 6 Docusign Envelope ID: 09B5A1B6-31A6-445B-90A4-30672EA4470F Permit: WQ0007569 Owner - Facility: Carolina Water Service Inc of North Carolina Inspection Date: 08/13/2024 Inspection Type: Compliance Evaluation Reason for Visit: Routine Are the weirs level? 0 ❑ ❑ ❑ Are the weirs free of solids and algae? 0 ❑ ❑ ❑ Is the scum removal system operational? 0 ❑ ❑ ❑ Is the scum removal system accessible? 0 ❑ ❑ ❑ Is the sludge blanket at an acceptable level? 0 ❑ ❑ ❑ Is the effluent from the clarifier free of excessive solids? 0 ❑ ❑ ❑ Comment: The effluent appeared to be relatively clear and free of solids. Treatment Filters Yes No NA NE Is the filter media present? ❑ ❑ ❑ Is the filter media the correct size and type? ❑ ❑ ❑ Is the air scour operational? ❑ ❑ ❑ Is the scouring acceptable? ❑ ❑ ❑ Is the clear well free of excessive solids? ❑ ❑ ❑ Is the mud well free of excessive solids and filter media? ❑ ❑ ❑ Does backwashing frequency appear adequate? 0 ❑ ❑ ❑ Comment: The filter units are backwashed every four hours or if water levels increase to a predetermined level. Treatment Sludge Storage/Treatment Yes No NA NE Is the aeration operational? 0 ❑ ❑ ❑ Is the aeration pattern even? 0 ❑ ❑ ❑ If required, are Sanitary "Ts" present in tankage? ❑ ❑ 0 ❑ Comment: Sludge is hauled by Aragona for land application, as needed. Treatment Disinfection Yes No NA NE Is the system working? 0 ❑ ❑ ❑ Do the fecal coliform results indicate proper disinfection? 0 ❑ ❑ ❑ Is there adequate detention time (-30 minutes)? ❑ ❑ ❑ Is the system properly maintained? 0 ❑ ❑ ❑ If gas, does the cylinder storage appear safe? ❑ ❑ 0 ❑ Is the fan in the chlorine feed room and storage area operable? ❑ ❑ 0 ❑ Is the chlorinator accessible? 0 ❑ ❑ ❑ If tablets, are tablets present? ❑ ❑ 0 ❑ Are the tablets the proper size and type? ❑ ❑ 0 ❑ Is contact chamber free of sludge, solids, and growth? 0 ❑ ❑ ❑ If UV, are extra UV bulbs available? ❑ ❑ 0 ❑ If UV, is the UV intensity adequate? ❑ ❑ 0 ❑ # Is it a dual feed system? ❑ ❑ ❑ Page 5 of 6 Docusign Envelope ID: 09B5A1B6-31A6-445B-90A4-30672EA4470F Permit: WQ0007569 Owner - Facility: Carolina Water Service Inc of North Carolina Inspection Date: 08/13/2024 Inspection Type: Compliance Evaluation Reason for Visit: Routine Does the Stationary Source have more than 2500 Ibs of Chlorine (CAS No. 7782-50-5)? ❑ ❑ 0 ❑ If yes, then is there a Risk Management Plan on site? ❑ ❑ ❑ If yes, then what is the EPA twelve digit ID Number? (1 000-- ) If yes, then when was the RMP last updated? Comment: The two Trojan UV units which were installed in series are present, but not used (i.e. bypassed). Liquid sodium hypochlorite is used as the sole disinfection method and it is injected into the first chamber of the chlorine contact tank. Record Keeping Yes No NA NE Is a copy of current permit available? ❑ ❑ ❑ Are monitoring reports present: NDMR? ❑ ❑ ❑ NDAR? ❑ ❑ ❑ Are flow rates less than of permitted flow? ❑ ❑ ❑ Are flow rates less than of permitted flow? ❑ ❑ ❑ Are application rates adhered to? ❑ ❑ ❑ Is GW monitoring being conducted, if required (GW-59s submitted)? ❑ ❑ ❑ Are all samples analyzed for all required parameters? ❑ ❑ ❑ Are there any 2L GW quality violations? ❑ ❑ ❑ Is GW-59A certification form completed for facility? ❑ ❑ ❑ Is effluent sampled for same parameters as GW? ❑ ❑ ❑ Do effluent concentrations exceed GW standards? ❑ ❑ ❑ Are annual soil reports available? ❑ ❑ ❑ # Are PAN records required? ❑ ❑ ❑ # Did last soil report indicate a need for lime? ❑ ❑ 0❑ If so, has it been applied? ❑ ❑ 0❑ Are operational logs present? ❑ ❑ ❑ Are lab sheets available for review? ❑ ❑ ❑ Do lab sheets support data reported on NDMR? ❑ ❑ ❑ Do lab sheets support data reported on GW-59s? ❑ ❑ ❑ Are Operational and Maintenance records present? ❑ ❑ ❑ Were Operational and Maintenance records complete? ❑ ❑ ❑ Has permittee been free of public complaints in last 12 months? ❑ ❑ ❑ Is a copy of the SOC readily available? ❑ ❑ ❑ No treatment units bypassed since last inspection? ❑ ❑ 0 ❑ Comment: Monthly reports and lab data sheets for effluent and groundwater sampling is maintained within an organized binder. Since the last inspection, effluent monitoring has been generally compliant except for a NOV for exceeding BOD in April 2023 and a NOV for exceeding for TSS in February 2024. Effluent sampling and monitoring well sampling results indicate occasional exceedances of the 2L groundwater standards for TDS and chloride. Page 6 of 6