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HomeMy WebLinkAboutNC0025437_Report_20250430Town of Rich Square 109 N. Main Street * P.O. Box 336 Rich Square, NC 27869 Tel: 252-539-2315 Fax: 252-539-3945 townrichsquare@outlook can April 25, 2025 Raleigh Regional Supervisor Water Quality Regional Operations Section 1628 Mail Service Center Raleigh, NC 27699-1628 Re: SPECIAL ORDER BY CONSENT (SOC) EMC SOC WQ S24-002 Rich Square WWTP NPDES Permit NCO025437 Northampton County Dear Sir or Madam: RECEIVED Artt 3 0 1015 NCDEQ/DW11/1VPDES Attached please find the Town of Rich Square's Second Quarterly Report due April 30, 2025, as per the provisions of the Special Order of Consent (SOC) Schedule Table on Page 6 of said Order. Please advise if there are any questions or additional information requested. Thank you for your attention to this matter. Sincerely, /lx � Victoria Newcombe Mayor Town of Rich Square cc: Compliance & Expedited Unit NC DWR-NPDES Permitting Section 1617 Mail Service Center Raleigh, NC 27699-1617 ENGINEERING SERVICES, PA 1202 Benson Road Suite 200 P.O. Box 1849 Garner, NC 27529 Telephone: 919.662.7272 Fax: 919.662.7320 PROGRESS MEETING WWTP IMPROVEMENTS TOWN OF RICH SQUARE, N.C. April 10, 2025 NCDEQ Project #SRP-W-ARP-0276 ES Project #202301-CA MINUTES OF MEETING ATTENDANCE LIST Name Representing Telephone Victoria Newcombe Mayor Town of Rich Square (910) 539-2315 Reginald White Town Commissioner Town of Rich Square (910) 539-2315 Jeff Long Public Works/WWTP Operator Town of Rich Square (910) 539-2315 mob: (252) 308-2984 Kim Cole NCDE - DWI 252 402-5796 Bill Freed Site Superintendent Enviro-Tech Unlimited Contract-2 (25Z) 564-7995 Chandler Price Engineering Services PA in: 919 608-7303 Brian Cox, P.E. Engineering Services, PA (919) 662-7272 Minutes of the meeting are as follows: 1. Bill Freed provided an update on the work completed and the status of the remaining work. 2. The bar screen equipment is installed and is ready for a start-up date. A backflow preventer needs to be installed on the wash water service. The backflow preventer change order has been submitted and is under review. 3. Jeff will check with the county to see if there are any specific requirements for the new backflow installation. 4. The manual bar screen will be installed next week. 5. The proposed concrete pad may not be required and will be review on site. 6. Aerators #3, 6 and 8 are installed in the lagoon and are in the process of getting electrical wiring installed. New wire and junction boxes are being installed. 7. The aerators #1 and 2 VFD equipment will be installed in the next week or two. 8. Existing aerators #4, 5 and 7 has wiring issues that will be addressed at the site visit. 9. The chemical feed pumps will be installed by Tuesday, next week. 10. Reimbursement request #1 has been submitted for approval. Kim will check the status. A COMMITMENT TO EXCELLENCE" Minutes of Progress Meeting April 10, 2025 Page 2 11. The Mayor has talked with Ms. Kern, at DWI, about getting the accounts updated for the reimbursement payment deposits. 12. A draft change order will be submitted to Kim for approval on the backflow and existing aerator improvements. 13. Contract-1, with Merrell Bros, is 100% complete. 14. At the WWTP site, it was determined that aerator #4 needs a new junction box at the bank for the aerator power cord connection. Aerator #5 has a power cord issue at the motor. Aerator #7 could be replaced with the old aerator #6 and a new motor. Jeff was going to check to see if there was a spare 3 hp motor at his shop. 15. Bill will submit a change order for the additional work for the aerator improvement items listed above. 16. The Contractor shall be solely responsible for maintaining a safe work environment for his crews and the public. The Contractor shall not allow alcohol, illegal drugs, or other unsafe practices at the work site. 17. The Contractor is totally responsible for the scheduling, directing, and performance of the project. Copies of these minutes will be distributed to all attendees. Please review the minutes and let me know if you have any comments. Sincerely, 4&X Brian G. Cox, P.E. Engineering Services, P.A. cc: All Attendees 109 N Main Street Town Of Rich Square Phone: 252-539-2315 P.0 Box 336 Fax: 252-539-3945 Rich Square, NC 27869 Website: riclisquarenc.org April 24, 2025 Raleigh Regional Supervisor Water Quality Regional Operations Section 1628 Mail Service Center Raleigh, NC 27669-1628 Re: Special Order by Consent (SOC) EMC SOC WQ S24-002 Rich Square WWTP NPDES Permit NCO025437 Dear Sir or Ma'am, As of the last report, the Town held a progress meeting on the W WTP Improvements. Please see the included minutes of the meeting held on April 10, 2025. The Town is working with Richard Davis, Wastewater Specialist with North Carolina Rural water Association (NCRWA) to assist us with the wastewater Treatment Plant Evaluation report and any other assistance that NCRWA will be able to assist us with. I am working on getting a quote for a metal carport to be permanently installed over the chemical feed barrels and the chemical feed pumps at the W WTP to help protect against the weather and to help with the longevity of the equipment. The contractor has installed four new chemical feed pumps at the W WTP and my crew has been trained on how to use the equipment. Currently we have six aerators working right now and we are waiting on parts for the other two aerators. The mechanical bar -screen has been installed at the influent. Waste debris is being placed into a dumpster and is properly being disposed of. The sludge in the first lagoon has already been removed by the contractor. As to the scheduled activities we are hoping that we will be able to have most of them completed for the next report. Sincerely, Town of Rich Square AftIf Leaps Town of Rich Square- Rich Square WWTP EMC SOC WQ S24-002 Tahle 1. Rvent Schednle Scheduled Activity Completion Date Date due on or before Completed Treatment Unit Investigation: Written report due No later than 90 days after SOC effective date In Process Solids Management Plan: Written report due No later than 180 days after SOC effective date In Process Completion of Headworks, Floating Aerator and No later than 180 days after SOC effective Chemical Feed reference materials. date In Process Bid Date - Receipt of Bids from Contractors June 1.2025 8/8/2024 Award Contract to Selected Contractor- Issue Notice July 1, 2025 9/5/2024 Award to Proceed (NTP) 1/16/2025 NTP Mobilize and Begin Construction and Operations Within 180 days of issuance of 1/27/2025 Notice to Proceed Mobilization Complete Headwork improvements (bar screen, mechanical bar screen, and compactor), Targeted Sludge Removal from Lagoon, Floating Aerator Improvements and Chemical Feed System No later than 360 days after SOC effective in Process Improvements date Complete Contract-1 (Biosolids Removal) Construction and January 31. 2026 Operations 3/20/25 Complete Contract-2 (WWTP Equipment Replacement) Construction January 31, 2026 and Operations in Process Achieve compliance with NPDES final effluent May 1, 2026 limits in Process 0 Way �'� !9 t 114 Oakmont Drive, Greenville, NC 27858 �ry Main 252.756.6208 ° Fax 252,756,0633 y�t —ANALYTICAL www.waypolntanalydrAI-C*M 00197 Town of Rich Square Jeff Long Project 197 - Rich Square WW PO Box 336 Information Rich Square , NC 27869 Report Number : 25.098-0911 REPORT OPANAL YSIS Report Date : 04/16/2025 Received : 04/08/2025 Lab No : 78591 Matrix: Aqueous Sample ID : Influent Sampled: 4/8/2025 10:55 Test Results Units MOL OF Date/Time By Analytical Analyzed Method Biochemical Oxygen Demand (5-day) Total Suspended Solids 100 mg/L 40 864 mg/L 50.0 1 04/08/25 14:48 ANSI 5210E-2016 1 04/09/25 08:20 IMMS 2540D-2020 Lab No : 78592 Matrix: Aqueous Sample ID : Effluent Sampled: 4/8/2025 11:15 Test Results Units MOL DF Date/Time By Analytical Analyzed Method Ammonia Nitrogen 4.83 mg/L 0.02 1 04/14/25 16:00 BLV 350.1 Biochemical Oxygen Demand (5-day) 85 mg/L 20 1 04/08/25 15:54 ANSI 521OB-2016 Fecal Coliform >6000 bS cfu/100mL SOD 1 04/08J25 15:11 AAM 9222D-2015 Total Suspended Solids 45.5 mg/L 12.5 1 04/09/25 08:20 IMMS 254OD-2020 Qualifiers/ B Analyte detected In blank Definitions L Limit Exceeded DF Dilution Factor MQL Method Quantitation Limit Page 3 of 5 #«d zeks- Town of Rich Square- Rich Square WWTP EMC SOC WQ S24-002 Tnhle 1 e F.vnnf Srhnduln Scheduled Activity Completion Date Date due on or before Completed Treatment Unit Investigation: Written report due No later than 90 days after SOC effective date In Process Solids Management Plan: Written report due No later than 180 days after SOC effective date In Process Completion of Headworks, Floating Aerator and No later than 180 days after SOC effective Chemical Feed reference materials. date In Process Bid Date - Receipt of Bids from Contractors June I. 2025 8/8/2024 Award Contract to Selected Contractor- Issue Notice July 1, 2025 9/5/2024 Award to Proceed (NTP) 1/16/2025 NTP Mobilize and Begin Construction and Operations Within 180 days of issuance of 1/27/2025 Notice to Proceed Mobilization Complete Headwork Improvements (bar screen, mechanical bar screen, and compactor), Targeted Sludge Removal from lagoon, Floating Aerator Improvements and Chemical Feed System No later than 360 days after SOC effective In Process Improvements date Complete Contract -I (Biosolids Removal) Construction and January 31, 2026 Operations 3/20/25 Complete Contract-2 (WWTP Equipment Replacement) Construction January 31, 2026 and Operations In Process Achieve compliance with NPDES final effluent May I, 2026 limits In Process 0 e r, -.,, . 7 114 Oakmont Drive, Greenville., NEC 2785E p[�/� �� " Maln 252,756.6208 ° Fax 252,756.003 j� �/ m www.waypolntanalytiral.com ANALYTICAL 00197 Town of Rich Square Jeff Long Project 197 - Rich Square WW PO Box 336 Information Rich Square , NC 27869 Report Number: 25.098.0911. REFOR7OFANALYSIS Report Date : 04/16/2025 Received : 04/08/2025 Lab No; ' 78591 Matrix: Aqueous Sample ID :Influent Sampled: 4/8/202510:55 Test Results Units MOL OF Date/Time By Analytical Analyzed Method Biochemical Oxygen Demand (5-day) 100 mg/L 40 1 04/08/25 14:48 ANSS 5210E-2016 Total Suspended Solids 864 mg/L 50.0 1 04/09/25 08:20 IMMS 2540D-2020 Lab No : 78592 Matrix: Aqueous Sample ID : Ef0uent Sampled: 4/8/2025 11:15 Test Results Units MOL OF Date/Time By Analytical Analysed Method Ammonia Nitrogen 4.83 mg/L 0.02 1 04/14/25 16:00 BLV 350.1 Biochemical Oxygen Demand (5-day) 85 mg/L 20 1 04/08/25 15:54 AN51 5210E-2016 Fecal Collform >6000 65 cfu/100mL 100 1 041OB/25 15:11 AAM 9222D-2015 Total Suspended Solids 43.5 mg/L 12.5 1 04/09/25 08:20 IMMS 2540D-2020 Qualifiers/ B Analyte detected In blank Definitions L Limit Exceeded DF Dilution Factor MQL Method Quantltatlon Limit Page 3 0£ 5