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HomeMy WebLinkAboutWQ0029945_Correspondence_20201120ROY COOPER Governor MICHAEL S. REGAN Secretary S. ❑ANIEL SMITH Director NORTH CAROLINA Environmental Quality November 20, 2020 DAVID M. MOHR — CHIEF OPERATIONS OFFICER ONSLOW WATER AND SEWER AUTHORITY 228 GEORGETOWN ROAD JACKSONVILLE, NORTH CAROLINA 28540 Subject: Application No. WQ0029945 Additional Information Request Summerhouse Wastewater Reclamation WWTP High -Rate Infiltration System Onslow County Dear Mr. Mohr: The Division has reviewed your letter dated November 13, 2020, addressing ONWASA's concerns regarding the requested permit major modification. We appreciate your feedback on the operation of the basin and the permit modification process. The Division acknowledges ONWASA's dissatisfaction with the review process, and would like to extend the following information in response. The proposed modification (i.e. increasing the hydraulic loading rate in Basin #2) is an expansion and a major modification pursuant to G.S. 143-215.31)(d), therefore this permit shall be regulated under 15A NCAC 02T .0700. There are several outstanding 15A NCAC 02T requirements, including design criteria and setbacks to infiltration sites, which must be addressed before a modified permit can be issued [15A NCAC 02T .0705(y); 02T .0706(a)]. As previously communicated, there are other options available within the 15A NCAC 02T regulations which do provide certain mechanisms to allow variations from both 15A NCAC 02T .0705(y) and 02T .0706(a) requirements. Setback waivers can be obtained from property owners within 100 feet of the basin pursuant to 15A NCAC 02T .0706(e), to address the requirement of the 100-foot setback to habitable residences and allow for reduced setbacks to the basin. Similarly, setbacks to surface waters, groundwater lowering ditches, and subsurface groundwater lowering drainage systems shall be reduced to 50 feet, if it can be demonstrated that the treatment units are able to meet effluent limits of 4 mg/L of total nitrogen and 2 mg/L of total phosphorus as per 15A NCAC 02T .0706(c). Demonstration that these limits can be attained shall be required from the Permittee to satisfy 15A NCAC 02T .0706(c) and 15A NCAC 02T .0105(n)(1). Additionally, since the subsurface groundwater lowering drainage system cannot be inside the compliance boundary as defined by 15A NCAC 02L .0107, ONWASA may request, and the Division will grant, that the compliance boundary be established closer to the waste disposal area, provided that the groundwater standards can be met at the newly established compliance boundary [15A NCAC 02T .0105(h)]. Demonstration that these standards can be met at the compliance boundary shall also serve to fulfill 15A NCAC 02T .0705(y) and 02T .0105(n). ,� North Carolina Department of Environmental Quality I Division of Water Resources 4��PEQ512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 oepvmen�er e,.i�me„r.i mwe� r 919,707.9000 Mr. David M. Mohr November 20, 2020 Page 2 of 2 As previously stated, the process for reviewing a permit application is iterative and involves multiple staff members. Regardless of the date these complications were noted, they still must be addressed before the permit can be modified. The Division is available for further consultation regarding the available mechanisms to satisfy the problematic setback and design criteria. If you have any questions, or would like to schedule a conference call with the Division, please do not hesitate to contact me at (919) 322-9624 or poonam.girikncdenr.gov. Thank you for your cooperation. Sincerely, Poonam A. Gill, Hydrogeologist Division of Water Resources cc: Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy) Miles Galloway, PE —The Wooten Company (Electronic Copy) Permit Application File WQ0029945