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HomeMy WebLinkAboutWQ0029945_Additional Information Request #1_20231121ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS,]R. Director NORTH CAROLINA Environmental Quality November 21, 2023 DAVID M. MOHR, PE — CHIEF OPERATIONS OFFICER ONSLOW WATER AND SEWER AUTHORITY 228 GEORGETOWN ROAD JACKSONVILLE, NORTH CAROLINA 28540 Subject: Application No. WQ0029945 Additional Information Request #1 Summerhouse Wastewater Reclamation WWTP High -Rate Infiltration System Onslow County Dear Mr. Mohr: Division of Water Resources' Central and Regional staff has reviewed the application package received on September 7, 2023. However, the Division requires additional information before completing our review. Please address the items on the attached pages no later than the close of business on December 21, 2023. Please be aware that the Applicant is responsible for meeting all requirements set forth in North Carolina rules and regulations. The Applicant is also responsible for any oversights that occur during the review of the subject application package. The Division may return the application as incomplete pursuant to 15A NCAC 02T .0107(e)(2) if any omissions are made when responding to the outstanding items in Sections A through L or the Applicant fails to provide the additional information on or before the above - requested date. Please reference the subject application number when providing the requested information. The Applicant shall sign, seal, and date (where applicable) all revised and/or additional documentation and submit an electronic response to my attention via the Non -Discharge online portal. If you have any questions regarding this request, please contact me at (919) 707-3658 or zachary.mega@deq.nc.gov. Thank you for your cooperation. Sincerely, DocuSigned by: A4-163- 45A56104B4524E7... Zachary J. Mega, Engineer III Division of Water Resources cc: Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy) Daniel K. Peplinski, PE — McKim & Creed, Inc. (Electronic Copy) Laserfiche File (Electronic Copy) E Q - North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 oew.M oe F,nmmwni ova` /"� 919.707.9000 Mr. David M. Mohr, PE November 21, 2023 Page 2 of 5 A. Cover Letter: 1. Please clarify which existing WWTP treatment/storage units will be permanently abandoned and which will be retained or retrofitted (Phase I and II). Form: HRIS 06-16 and the Engineering Plans do not provide sufficient detail to make this clear. B. Application Fee: 1. No comment. C. Application (Form: HRIS 06-16): 1. Item V.1 — Please provide the estimated influent concentrations for all parameters. 2. Item V.11.b — Please include the information for the four (4) proposed membrane bioreactor (MBR) units. 3. Item V.1 Lc — Please complete the information below the table for ultraviolet (LTV) disinfection. 4. Item V.1 Le — a. The listed capacity for the feed -forward pumps of 480 gallons per minute (GPM) and 20 feet of total dynamic head (TDH) does not match the intersect of the system and pump curves shown in Section 43 23 13 (Horizontal Solids Handling Pumps) of the Specifications. The worst -case scenario specified in the Engineering Calculations is 868.1 GPM and 41.98 feet of TDH. Why was this not used to determine the operating point? Please verify and revise. b. Six (6) permeate pumps are depicted in the Engineering Plans. Please verify and revise. 5. Item V.1 Lf— Why are two (2) different sets of six (6) blowers listed? Will these blowers be serving two (2) different processes? The Engineering Plans depict only one (1) set of six (6) blowers on the repurposed odor control system concrete pad serving the proposed MBR units. Please clarify and revise the Engineering Plans, if necessary. 6. Item VII.4 — "Yes" was selected for this item, however, no Total Nitrogen (TN) and Total Phosphorus (TP) concentrations were provided to comply with 15A NCAC 02T .0706(b) or 02T .0706(c). Please either provide these concentrations or clarify that "Yes" was selected by mistake. D. Property Ownership Documentation: 1. Per Instruction D of Form: HRIS 06-16 and 15A NCAC 02T .0704(f), please submit property ownership documentation. Mr. David M. Mohr, PE November 21, 2023 Page 3 of 5 E. Engineering Plans: 1. Overall — a. Please include the electrical design for the proposed MBR units (Phase I and II) and how they will integrate into the existing WWTP. b. Please depict and label the feed -forward pumps serving the proposed MBR units on all relevant sheets in addition to Sheet C00.3. c. Please label the pipe size and material of all process piping shown for the plan and section views (not isometric) of the proposed MBR units. 2. Sheet X40.0 — This sheet is unclear as to what is part of the existing headworks. Some call -outs refer to proposed construction that is not specified in the application package like odor control modifications for the headcell and coring the equalization (EQ) basin wall to install a new 18" ductile iron (DI) effluent pipe. There are also references made to sheets not included in the Engineering Plans. Please revise for clarity and ensure that call -outs only refer to existing facilities or required demolition. 3. Sheet M05.0 — The flow arrows on the Phase 1 blower piping appear to be reversed. Please verify and revise. 4. Sheet M 10.0 —Please provide more detail for the piping configuration of the proposed MBR units and how they will integrate into the existing WWTP (i.e., pipe size, pipe material, valves, appurtenances, process interconnections, etc.) This sheet provides no insight into how this will be achieved. 5. Sheet M20.0 — The UV unit section view references a V-notch weir plate detail on the left-hand side but the call -out is incomplete. Please either remove the reference or provide a detail. 6. Sheet M40.0 — See Comment E.2. Please revise for clarity and ensure that call -outs only refer to existing facilities or the proposed modifications. F. Specifications: 1. Overall — a. Per Instruction J of Form: HRIS 06-16 and 15A NCAC 02T .0704(c)(2), please submit Specifications that have been signed, sealed, and dated by a North Carolina licensed Professional Engineer (PE). b. Please include "Division 1 — General Requirements" when the Specifications are resubmitted. c. Please submit specifications for the proposed MBR units and mechanically cleaned fine screens and include all relevant information from the manufacturer. 2. Table of Contents — The footer of Page TOC-I references a facility not part of the subject permit. Please revise. Mr. David M. Mohr, PE November 21, 2023 Page 4 of 5 3. Section 43 23 13 (Horizontal Solids Handling Pumps) — a. Please include general specifications (i.e., scope of work, QA/QC, submittals, warranty, etc.) and execution specifications (i.e., installation, field testing, performance testing, operator training, etc.) in addition to the manufacturer's product information for all pumps. This section does not follow the same format (Part 1, Part 2, Part 3, etc.) and does not provide the same information as the other Specifications sections. Alternatively, manufacturer documentation can be provided similar to what was included in Section 43 25 10 (Regenerative Air Blowers), which addresses the items above. b. The section cover page only includes the feed -forward and permeate pumps. Please revise to include the return activated sludge (RAS) and EQ pumps specified in the proposed design and ensure all relevant information is included. c. Feed Forward Pumps — On Page 43 23 13-3, the rated power for the motor is specified as 5.6 kilowatts (kW), which is less than what was shown next to the calculated system curve in the Engineering Calculations. Please verify and revise. d. Permeate Pumps — On Page 43 23 13-8, a required flow of 192.9 GPM is specified but 173.6 GPM is specified in the Engineering Calculations. Roughly 27 feet of TDH is also specified in the Engineering Calculations, however, the plotted operating point on this page does not match. Please verify and revise. 4. Section 46 21 31 (Side Stream Disc Filter) — Is this section supposed to be the manufacturer's product information included at the end of the application package? If so, please label it as part of the Specifications and ensure that all required design, construction, and material specifications are included. See Comment F.3.a. G. Engineering Calculations: 1. Overall — Per Instruction K of Form: HRIS 06-16 and 15A NCAC 02T .0704(c)(3). please submit (for Phase I and II where applicable) (1) blower and MBR sizing calculations, (2) hydraulic and pollutant loading calculations for each treatment unit (existing and proposed) demonstrating how the designed effluent concentrations in Item V.1 of Form: HRIS 06-16 were determined, and (3) flotation calculations for the UV unit since it will be constructed partially or entirely below grade. 2. Permeate Pumps Calculations — a. Two (2) permeate pumps are shown per phase in the Engineering Plans, three (3) are specified per phase in Item V.11.e of Form: HRIS 06-16, and up to four (4) are specified in the Engineering Calculations. Please revise for clarity. b. How is there a significant difference in piping configurations when determining head loss for each pumping scenario? All permeate pumps for each phase will be installed on the same equipment skid. Please clarify and revise, if necessary. c. How was the operating point of 180 GPM and 27.01 feet of TDH along the system curve determined? This does not match any of the prior calculations. Please clarify and revise, if necessary. RAS Pumps Calculations — The system curve graphs cover up text for both calculations. Please revise. Mr. David M. Mohr, PE November 21, 2023 Page 5 of 5 H. Site Map: Per Instruction L of Form: HRIS 06-16 and 15A NCAC 02T .0704(d). if Sheets C00.2 and C00.3 of the Engineering Plans will serve as the Site Maps for the modified WWTP (Phase I and 11) please include (1) topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and (2) all habitable residences or places of public assembly within 500 feet of all treatment and storage units. I. Power Reliabilitv Plan: 1. Per Instructions K and M of Form: HRIS 06-16 and 15A NCAC 02T .0705(k). please demonstrate in the Engineering Calculations that the specified auxiliary power source is capable of powering all essential treatment units for the modified WWTP (Phase I and II). J. Operation & Maintenance Plan: 1. Per Instruction N of Form: HRIS 06-16 and 15A NCAC 02T .0707, please submit an O&M Plan that has been updated to reflect the modified WWTP (Phase I and II). A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC 02T .0116, however, a preliminary O&M Plan shall be submitted with each application package. K. Residuals Management Plan: Per Instruction O of Form: HRIS 06-16, 15A NCAC 02T .0704(i). and 02T .0708. please submit a Residuals Management Plan that demonstrates the existing aerobic digesters have sufficient storage for the residuals generated from the modified WWTP (Phase I and II). L. Additional Documentation: ➢ Existing Permit: 1. No comment. ➢ Threatened or Endangered Aquatic Species Documentation: 1. Per Instruction P of Form: HRIS 06-16 and 15A NCAC 02T .0105(c)(10), please submit documentation from the North Carolina Natural Heritage Program demonstrating the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment and storage facilities.